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Sam's Wholesales Club 50536
J59VIPMENT SCHEDULE MARK ITEM MANUFACTURER CATALOG NO. REMARKS PORTABLE CAR LIFT ROTARY PAL 5E NOTE a, ® PORTABLE CAR LIFT ROTARY PFX1 NOTE a, ® WHEEL BALANCER FMC 5800 SERIES NOTE a 43> TIRE CHAN6'E'R FMC 7600 SERIES NOTE a ® AIR HOSE REELS REELCRAFT 5635-OLP NOTE C � AIR DRYER CHAMPION NOTE a 41> AIR COMPRESSOR CHAMPION NOTE a TIRE CHANGER FMC 8600 SERIES NOTE a NOTES: a• FURNISHED BY WAL-MART AND INSTALLED BY GENERAL CONTRACTOR. b. ALL HYDRAULIC FLUID FOR ALL LIFTS PROVIDED BY CONTRACTOR. C. FURNISHED AND INSTALLED BY CONTRACTOR. REFRIG. AIR DRYER MOUNT ON WALL 1' AIR RISER S WALI TO HOSE REELS 3' VTR W/C.O. 18' AFF OFFSET It CLG. TO AVOID FLASHING FOR CO;IT.� M-1-1 1' AIR UNDERSLAS J TO TIRE CHANGERS AIR COMPRESSOR - M-5 TIRE CHANGER; STUB --- UP AIR ON COLUMN I. (TYP. ) POWER UNIT (TYP.1 - 1 1/2' PVC CONDUIT AND - 1/4' HYDRAULIC HOSE FROM POWER UNIT TO LIFT RE:�(TYP.) 1' AIR MAIN BELOW SLAE TO TIEE CHANGING MACH. RE: 8 M-B i 1/41CW W1 VALVE . RE. 9 M-2 jo... !: 1 1/2'-7 Z_. Z-1701 - SHOKTROL ,yb TO DETENTION AREA OR AS g OIRECTEO PER LOCAL AUTHORITES \\ PROVIDE BACKWATER VALVE)VERMIN PROTECTION AND OUTLET AS REQ'D. 2 `\ 8' SPRINKLER SERVICE ENTRY. " \ UTILITY SITE PLAN FOR CONT.FROM RTU #24 SPLIT RISER AS REQUIRED -\RE: M-3 PROVIDE VALVE WITH WALL\4- TYPE, INDICATOR POST AT EACH RISER/RE M-5 (TYPICAL) \ \, FPWH 36' A.F.G \'� - ! t t �t if If IF r it 11 1ja r I — _,-- i r.-M--, l IL!J I_ CLFO 8 FCO I I I 1t1 l i I i!I i EDGE OF L _•Y RE 3/4' CW ON.# COOLER PAD TYPICAL i i oii i i f i1 i _I. OFFSET 70 HOSE BIBB 3 PLACES 360AFF. - -- 4' ' Iif I f I I I I il --- I it I I -- 1 a ii ++ {Ill fff�'iIf i i F�-0 +++ i i1 r----- -- A 11 + , r I ,I r It I .�t +j f I r t I I t r i i3 lip / ri i I 1 r'11� I / 1 ` — — r it ++ r' W D i�COrr F� + r i i� ++ Ii , — r f� qFDr I� A r I N. i, r I r I I r( ,t REEZ ICOOL R �I +(r -- I EIGHT +16 Oil r + ro y i ' ! u u ii Yrr '� i� =j �r ++ if { I r + f t rr + I i it i ++ I i IF {i r +++ iI it rrr ++ II r I I It ' �'rr ++11 �j,i- ` - ----- - - ---- COOLER; REFER TO `------ I l00000fffoffl SPECIFICATIONS FOR IRE SPRINKLER FREEZER: REFER TO CRITERIA _ __.. __.___ SPECIFICATIONS FOR _ FIRE SPRINKLER " - -- CRITERIA, It r • I - --- - I . 3'FD-2 3/4", -------A — I FO r �.. 3/46CW ON INSTALL ' VALVE 6'-0' AFF- ( 3 I REFER RTOKSPECIFICATION M 2 M-6 \ (TYPICALI eE 3/4' 4`—0' iP tp 1' IN 4'-6' BAR JOIST 10`-0' 35-0 _ 4'-6 FCO -`C) _ 10' -0' 4'-6' I _ I q• 61'-51 24'-0' FCO 4' I 1 t f -- FCO 1 r-- ---- -- •-- - In UN WATER PIPE BELOW 1 '' ROOF RAFTER BEAM. ABOVE OVERHEAD DOOR. _. __----Or-4-a E I I 4 5 — — it r it L FCO ' -v� I ( tt i' AIR MAIN TO HOSE — - ° � i ° c - - - - i d REELS RUN OVERHEAD ; ow— FCO if if Frn f j . - - to 30-0 , 314'CW ON TO HOSE BIBB - rr== it +36'AFF ANCHOR PIPE TO -- — — — — — COLUMN TYP. 4 PLCS- I III I� I -- -------------- --- FCO 314's it a fI _ q ,. - .. 4 I t 13 M-6 (TYPICAL) 15-0 0 FCO ch FIRE PROTECTION NOTES: n 1. THE ENTIRE BUILDING WILL BE PROTECTED WITH WET PIPE ' SPRINKLER SYSTEM IN ACCORDANCE WITH THE NATIONAL FIRE CODES, THE LOCAL FIRE MARSHALL AND CIGNA. 2. FIRE SPRINKLER SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HIS OWN FLOW READINGS FOR PURPOSE OF DESIGN. FIRE SPRINKLER SYSTEM CONTRACTOR SHALL PROVIDE POST INDICATOR VALVE, BACKFLOW PREVENTERS AND FIRE DEPARTMENT CONNECTION AS REQUIRED AND IN LOCATIONS AS DIRECTED BY LOCAL FIRE CODES. PROVIDE VALVE WITH WALL TYPE INDICATOR POST AT EACH RISER. HE: 8/M-6 DRAIN RE' CIVIL AND ARCHITECTURAL 3. SPRINKLER TEST VALVE SHALL BE LOCATED PLANS ON SIDE OF BUILDING OPPOSITE EXPANSION AREA. ALONG COLUMN LINE — - -"-' - — - — - — 4. CONNECT SPRINKLER SERVICE STUB. VERIFY EXACT LOCATION AT JOB SITE. REFER TO CIVIL DRAWINGS. 5. REFER TO SPECIFICATIONS FOR ADDITIONAL CRITERIA. tlu I WATER STUB (PROJECTED 82 GPM DEMAND LOAD). VERIFY EXACT LOCATION AT JOB SITE. REFER TO CIVIL DRAWINGS, PROVIDE BACKFLOW PREVENTER AS REQUIRED BY LOCAL AUTHORITIES. ----._—__.— _.__—_—_—_0 F.1 1 112' ROUTE THRU BAR JOIST �t 1 __0 11 t�-, l 1 1 ! �: CD C y`_--_---- NOTE: ALL FLOOR CLEAN —OUTS AR t i i ---- I— A 2 I - --- _ [TO BE LOCATED UNDER MERCHANDI5E1 3 _6" MI 1j1'" - - 11 LR CKS,OOUT OF TRAFFIC WAYS. _FCO_ C, , A f 3/4' NOTE: REFER TO ARCH. PLANS FOR EXACT LOCATIONS OF TMA =.) EQUIPMENT, TMA PLUMBING PLAN 2- 1'-0' RE: 1/M-1 - --- - -- - -- ---L t 48 ± t I M-2 ----_ _- __ ____ 1111 1' AIR ON 0 WALL -- '--- t TO MANUAL DRAIN - _; ° ° B.Od II 1 i 1 112' IN BAR JOIST if FPWH +36- { r C.O. 3 I E BLDG. CONTRACTOR INSIDE THIS 2 WAY A.F.G. � LINE. SITE CONTRACTOR y 3/41CW ON. ! COL.A-4 BEYOND. (TYPICALI 12' WATER ENTRY, i J W1 VALVE 6'-0' A.F.F. I ! I ICOOROINATE WITH J ! CIVIL PLANS. ; 4 2 2.1 2.2 ( 3 ) 3.1 3.2 O 4.1 4.3 4.5 15 I 5.1 5.2 NOTE: �/ �J CONTRACTOR SHALL CONNATE WATER METER LOCATION AND INSTALLATION WITH LOCAL AUTHORITIES AND CIVIL PLANS. ' I � f 1 s.1 s.2 PLUMBING PLAN 1' = 20'-0' 1 i12 rO TMA BLDG. CONTRACTOR INSIDE THIS LINE. SITE CONTRACTOR BEYOND. (TYPICAL) B" SPRINKLER SERVICE ENTRY. iii RE UTILITY SITE PLAN FOR CONT- SPLIT RISER AS REQUIRED. 1 PROVIDE VALVE WITH@(TYPICAL) WALL TYPE, INDICATOPOST AT EACH RISER 7.1 0 PLUMBING PLAN �JG=�1lIVll � aambx oil r(cm I J FT, PIEFM, FL -- - FAC. PLAN: 311/89 JOB NUMBER: 1485411$9-NT.J DATE: MAY 23,1969 DRAWN BY: BAR SHEET NUMBER m OF 6 - NUMBE: 1 ` I-000dmo-. , e:.. 4�' TRUCK DOCK FOUNDATION WALL a RE: STRUCT. - - PVC PIPE TO DRAIN. RE: CIVIL DRAWINGS l / PIPE SCREEN + RE: (05500) k . RAMP �CppF s v �AAIp CONC. CURB SLOE RE: STRUCT. e WARP LOW POINT OF TRUCK SWALE TO MEET DRAIN SCREEN. SEE DRAIN DETAIL GRADING PLAN. 1/2' = 1'-0' RE: 4-A9 GROUTED AND SLEEVED 42' HIGH CHAIN LINK 9.0' INTO RETAINING WALL FENCE, BOTH SIDES TYP. 2'_61 CURB TO BE 12' MAX. ABOVE PAVEMENT 5-A9 SLOPE UP LOPE SLOPE DOWN R�iV'r 8' WIDE X 12' HIGH CONC. SLAB PAVING 1% CURB, BOTH SIDES 4-0 36.0 VARIES4 , RAMP SECTION 1/8" = 1'-0' HE: 1-A1 5 SLOPE 1l4'1FT. FIRE SAFING _ 2 3/8' O.D. STANDARD FENCE POST 2 5/8' I.D. X 6' LONG SLEEVE ' CONC. SLAB w a Ad' O d f SLEEVE DETAIL 1 112" = 1'-0' RE: 1-A9 -�.'--,•III 3/8' WIDE BANDS 5/8' FIRE RATED GYP. BO, (3 PER PURLINS SPACE) ON 7/8' FURRING CHANNELS 12 GA. SUPPORT WIRE @ 24' D.C. UL 0436 W 8'-0' FOR 1 HR. SEPERATION 112' CO PLYWOOD TO 112' CO PLYWOOD TO 16'-0' A.F.F. BOTTOM OF DECK SALES T.M.A. -0- F3070 1/2' PRE MOLDED EXPANSION JOINT 7 FIN. FLR. OL _ 100'-0'_" v FIN. FLR. 99'-8' RE: STRUCT. (� DEMISING WALL SECTION 3/4' = 1'-0" RE: 1-A9 II I KEYNOTES 1. WALL PANELS, GUTTERS, & DOWNSPOUTS BY METAL BUILDING MANUFACTURER (SEC. 13121). 2. EXTERIOR INSULATION & FINISH SYSTEM OVER 5/8' GYP. BOARD SHEATHING (SEC. 07240). I 3. VINYL FACED FIBERGLASS BLANKET INSULATION (SEC. 13121). 4. UNFACED FIBERGLASS BLANKET INSULATION (SEC. 07210). 5. STANDING SEAM METAL ROOF (SEC. 13121). 6. NOT USED 7. REINFORCED CONCRETE SLAB ON GRADE. REFERENCE STRUCTURAL (SEC. 03300). B. REINFORCED CONCRETE ON METAL FORM DECK REFERENCE STRUCTURAL. (SEC. 03300, 05313). 9. ACOUSTICAL CEILING (SEC. 09511). 10'-6' X 20'-6" 10. ALUMINUM STOREFRONT SYSTEM (SEC. 08410). 4' CC 1C. SLAB W/ 6X6 10/10 WWF 11. FIRESTOPPING (SEC. 07270). & 8" TU DOWN SLAB 12. 1/2' CO PLYWOOD ON 7/8' HAT CHANNELS 30 D AT 24. O.C. (SEC. 09260). -0 15-0 13. PREFABRICATED RIGID FRAME STRUCTURE BY - ---- x METAL BUILDING MANUFACTURER (SEC. 13121). 0_ 15 0 14. CLOSURE CELL FOAM TO FIT RIB OF METAL 20.0* 3.8 3-4" 3.0 7 4'*EMBEDDED BUILDING PANEL (SEC. 13121). FENCE PIPE GUARD TYP. 15. 8' X 4' X 16' SPLIT FACE CMU RE: 5-A6 (SEC. 04220). CONC. APRON / 16. NOT USED - -- r - - - 17. CONCRETE SPLASH BLOCK ONLY AT DOWNSPOUTS ELECTRICAL 10'-0" X 20'-0• \�/ EMPTYING ONTO NON PAVED SURFACES. ROOM CHAIN NK FENCE I 4 w 8'-0' HIGH W/ 5-0 co 4G z 302 PR 3' GATES w 1B. HIGH LIFT OVERHEAD SECTIONAL DOORS - _ 4 (SEC. 08332). C.2 19. DOCK BUMPERS FASTENED TO CONCRETE WITH p .4 3/4• X 6' EXPANSION ANCHORS (SEC. 11160). v HP CONC. - 20. DOCK SEAL (SEC. 11160). r' t 1 ,/vnru/f vr,ifrnr,uur//,,,Ju,u,u/r//16, /„;r/, oir i / u, 20 0` ii 21. HORIZONTAL MASONRY REINFORCING AT r 10 D 16' O.C. VERT. AND 24' O.C. HORIZ. ,; 3' DE PAINTED c� REFERENCE STRUCTURAL (SEC. 05400) ALI ANT STRIPES 14 i .4 N '�ill -I � E.CH BAY �� � 22. 5/8' GYP. BOARD SHEATHING ON 6', 16 GA. 6 pill I (7 IC YELLOW)99 3 ' METAL STUDS AT 24' O.C. (SEC. 05400). _ S9.29'. o r/s mrrm n:m>m•,n/+mnY,ri mrm s.n n - - �i 12 C 0 PLYW00f C.1 23. 2 112', 20 GA: METAL STUDS AT 24' O.C. ON __) 1 -0' HIGH GIRTS 0 48' O.C. MAX (SEC. 05400) 24. DOWNSPOUT SUPPORT STRAPS AT 48' D.C. (SEC. 13121). /,/,,,;i,,,,u,J�,,,„ „,;,, 25. METAL CAP BY METAL BUILDING MANUFACTURER (SEC. 13121). ` _Ta 14 r _ _ ILD ?`n� TF 5 , i1� . QvI f1f1f{ 10 T.M.A. EQUIPMENT LIST GENERAL FURNISHED BY WAL-MART, INSTALLED BY CONTRACTOR CONTRACTOR REFER M-i FOR ADDITIONAL INFORMATION 12 2" �,, , r, PROVIDE PORTABLE CAR LIFT ROTARY LIFT- tTY(j Y MODEL PAL 5E O4' ' 1'' PORTABLE CAR LIFT ROTARY LIFT- - EED 2 MODEL PFXI 5 99 33 r' 99.29 100.00' 99.67' ii WHEEL BALANCERS- 12- , „ rr„/,J,�, .,,,,.,,,/„ ,,,,,,,, ,,,. 3 T.M.A. •o 9 FMC CORP. 5800 SERIES .r 4 r--- 300 `1 _ 0 _ _ TIRE CHANGERS - OR HYDRAULI v - 8 2 O FMC CORP. 7600 SERIES POWEF UNIT INE LOCATIO S TYP EA H LIFT RE: 2-M1 OVERHEAD HOSE REEL- OPEN REEL MODEL -.4u1({/ f/./.4•f44GN/N p -'} {-III 14 - B'1 c 5 (REEL CRAFT) MODEL 5635-OLP 2_,r'r _r/�, n SLOPE ii �/ (SUPPLIED BY GENERAL CONTRACTOR) '� 3o` ii--i'i-�I �I 5 d ti 6 AIR DRYER- I�i CHAMPION PNEUMATIC MACHINERY CO. INC. 11�i I 7 AIR COMPRESSOR- CHAMPION PNEUMATIC MACHINERY CO. INC. .04 8 TIRE CHANGERS- - FMC 4 i� CORP. 8600 SERIES 4 1cp 11 :4 .Q T.M.A. WARP ICONC. WHEEL STOP i i l --- �-: ru "�_:L 99.33' 99:29' CO - to I.. `- --r-- 'cocp cur_ B q I ' Sto TOILET 05 7-11 d"7,r,„r,.a/r ..a/.. 12.6 301 - 4 -- - 23-AB .4' A.i 2 2'-O' L ING X 7'-Ot HI 3H 3-A9 INTER OR CHAIN (SIN G ARD FENCE rZOUER 4 MIR�OR -- BY WAL-MART 17 cv m FLAT J"? HAND DRYER.� 99. to -- - - A FT. PIERCE, FL. ; r FAC. PLAN: 301.9 11-A i 10-A11 ALT. 10 3 8 0 m ` JOB NUMBER: 148541• r a ALT. 9-A11 ALT. DATE: 5/22189 T.O.W. NOTE: HYDRAULIC FLL 10 FOR ALL ABOVE DRAWN BY: PR/jS 10'-0' A.F.F. LIFT PROVIDED BY NTRACTOR CHECKED BY: T.M.A. PLAN SHEET 1/B' = 1'-0" RE: 1-A1 NUMBER: A OF19 w FUTURE EXPANSION AREA z DESIGN OF THE SAM'S WHOLESALE CLUB ' METAL BUILDING FRAME MUST 4,2 4.4 BUILDING LIME INCORPORATE ADDITIONAL LOADS AND 7I ' 307 fi REQUIREMENTS FOR FUTURE EXPANSION'. o **(F(FUTURE X I N I E zju - I 2 1004-00 10 01. 29 0 F. DESIGN FOR 45 FT. BAY MIN.) �---- m * TYP . �2 �� d 14 0 14 0 0y �tik v K _ _ GB1 _ G81 _ GB1 G61 _ -GB1 - G81 1 GB G81 G81 Gal _ Gal - _ G81 1 G 2 - GB2 GB1 4 F14 14 -F4 F14 , 4 4 4 I 1 14 - 14 F4 � F4 4 ` ;p SLAB HA IR INS14 5� ' rn T REC. DOCK CONS o 'q M m tD N CD �� N \ > F6 o T. .F. ELEV,= 97'-4' CNST.JT.Np \ .q 19- 0 11-O 15-2 0-01 o cmn VER FY VERIFY N S3 ii In a N WJ WA -MAR WJ WAL-M R . F5 -- CNST.JT. C NST. ANAL NST. MA AG R Fii-iCNST.JT. N 7i J --- - ; ;- - -- F - - F RF2 "F— _o - INS LATED FR�E R SLAB i �I i IN ULATED FREEZER SLAB 1° - - _ _ -= 11-6 Q m j m co m �+ N m i i C.L. OOTING 10 0 CD =q F6ST Q C.J. i ' C J. i S2 CNST.JT. F6 01 A5 s i CD iTYPICAL TYPICAL OIAG. ACING 16-10 z RE: 2/S & 8/S4 •o S2 . fD � ca 'F5 -- > i O.J. F_2 ii C.J. F1i iCNST.JT. Fa'' CNST.JT. F y S3 N CDi TYPICAL ti m } S3 1 F6 CNST.JT. ~ F�i Q ti Cj tO N I_I 1 K v G QP �. Qs v n, J �y ti 540 q 1 rn d M O F5_ - _ Fi -- _ F1 _ _ F - - F1i CNST.JT. F5 � IF NOTE: REFER. TO ARCHIT T CTURAL i _ FLOOR PLAN 1/A1 FOR L ATIONS 'qo CDt FINISH FLO R ELEVATION =-100' 0 i m AND DETAILS OF EXTERIO STAIRS NCD U, AND CONC. STOOP .. . F6 CNST.JT. Fad v 1 I T.O.F. EL V.= 97'-4' m cm '� Cm' F5 Fi 1;_"; --• _ _ F1 CNST.JT. F5 F C .4 S3 r, a r . N. co 'q CD cn F6 E.1 - v m c� CNST.JT. F6' i •E ,N S3 m 0 S3 LD iF5_ F1 Firr CNST.JT. F5` I L r nT m m AT EXTERI RRCOIN LUMNYP. m N C9 f, :q F6 S2 i CNST.JT. F6' S3 z TYPICAL 0p co r m 30-0 5-0 z _o �' T.O.F. EL V. 97'-4' SLOPE LAB N 3/S2 DOWN FROM - _ iF5 - - F11 _ - --' F1 --, _ Fi�--�CNST.JT. F PEpIMETER 07 , -. GB1 GB4 _ K C.2 _4 S .� N e�0 21 F 1` 11' ----- 4 not TYPICAL m 1 �'1 `p. ml T.O.F. q .q i alit ! i CNST.JT. F9 F1 'ml ELEV.= 7'-4' co H F6 C.J. _-Y- --- 0 v LCq T.O.F. EL V.= 97r_4. 10 '-0' ; 99'` 'imi 9 0 .4 o I < i LOPE OW S3 N I i F g I c� 5 _ 1 ' —' _ �I — F _ — — Fl CNST.JT. _ FBI, C.J. --- C .q L--' 4' 1 6 F1 i col;m; ,�In c\j o - TS 3x3x3/16 S AIR 1 S �? .J. nr � CO UMN, RE: 1 /S4 — - - — - B.2 FVAR OR BASE PLA E CNST,JT. 9 2 q BLDG. ANUF. .d S2 mi " .q v 10 0 15 2 13 0 2-7�n 6 4�5 1• 1 -1 7-4 1 -1 5-1.1 6.4 2-7 �i -O TYP.F imI N" •o .,m VERIFY' VE9 FY rl C.J. i cv ., m 'q I ci -i, 2i— c> c� F2 _ — F2i CNST.JT. — F101 iimi _� N .4 - — _ ; — L cDc" F1& Ili ., m -�, z 2'-O'x2'-0 x1'-0' `_I- i- cn f .q cgD5 SLAB HAIRPINS mg t D EP THICKENED SLAB T i T.O.F. ELEV.= 97 ST JT ' �. m q 53 �, NCH. BOLTS OR 01AG m N umi 3; c''! ELEV = 9' -8' 'N 4 N 13 AT CORNER COLS c� o i, BRACING R 8/S4 l d rl F13 F121 _ F11 __ •_ Fii F F1 _ _11F1- - F3_ _ 11 ___. 11`�- = ' F3--- F11 -- _11___ A a- - - - - - - - _ - -- --- -- - - - 84 G81 G81 T GB G81 G81 Bi G81 G81 GB1 T GB1 GBi - Gal GB1 GB1 * DIAL. BRACING m F m a _q r m ' T.D.F. I.,j .,m vm * m 1 0) 3 v m 1 ELEV.= '-4' z RE: 1/S4 ch 11 F 1i , z AND 8/S4 I - - - -- `* i I i I 1 81 BROOM FINISH i.4' i 1 EE ------ - z . ` 11 3 e NTRY $LJ+B 0 20 6 20 6 20 6 20 6 20 6 20 6 ifl 9 13 1 13-1 10 9 20.6 20.6 20-6 20-6' 20 6 20 6 15-0 15 00 1 JA9 AND 2 M1 FOR 133 9 NT AND PLUMB NG m ** - O�MENSIONNVARIESEDEP�NOINGING m 3 3 40-0 3' 133 9 NS IN TMA. ON METAL BUILDING MANUFACTURER m 1 61 6 1 61-6 61-6 cn 61 6 1 61-6 3 0 3376 BUILDI LINE FOUNDATION PLAN BUILDING LINE 2.1 2.2 3.1 3.2 4.1 4.3 4,5 5.1 5.2 6.1 6.2 7 7.1 1' = 20'-0' VERIFY ALL ALL OPENING 5 1/2' CONCRETE SLAB REI FORCED WITH- WW 6x6-4/4 PLACED 2' FROO TOP OF SLAB WITH 6 MIL PO YETHELENE VAPOR BARRIER WITH 6' GRANULAR BASE OVER PROPERLY UBSURFACE FREPARATION DN SHEET S2 FOUNDATION PLAN WALLACE STRUCTURAL CONSULTANTS 201 West Fifth, Suite 200 Tulsa, Oklahoma 74103 FT. PIERCE, FL FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5122/89 REVISION: V� SHEET S I NUMBER OF 5 DIMENSION AND LOCATIONS WITH ARCHITECTURAL DRAWINGS FOOTING SCHEDULE F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 F14 F15 FOOTING (WxLxT) 6-3x6-3x1-2 6-Ox6-Oxi-2 6-Ox6-Ox1-0 B-Ox8-Ox1-4 6-6x6-6x1-0 5-Ox5-Ox1-0 6-Ox6-Ox1-0 5-Ox5-Oxi-O 3-Ox3-Ox1-0 4-6x4-6x1-0 5-6x5-6xi-0 . Ox'-Ox1-2 7-Ox7-Ox1-2 5-6x5-6x1-0 2-OxCONT.x1- REINFORCEMENT ELONGIT.) 6-06 6-#6 5-#5 7-#7 7-#6 5-#6 5-#6 5-05 3-#5 5-#5 5-#6 18-#6 6-#6 5-#6 2-#5 CONT. REINFORCEMENT (TRANSV.) 6-#6 6-06 6-06 7-#7 7-#6 5-#6 6-#6 5-#5 3-#5 5-05 5-#6 RE: PLAN 8-#6 RE: PLAN 8-#6 RE: PLAN 5-#6 RE: PLAN RE: PLAN TOP OF FOOTING ELEVATION 99'-4' 99'-4' RE: PLAN RE: PLAN RE: PLAN RE: PLAN RE: PLAN 99'-0' 99'-0' 99'-0' PILASTER (WxL) -------- -------- 1-6(MIN.)x1-6 1-6(MIN.)x1-6 1-6(MIN.)x1-6 1-6(MIN.)xi-6 1-6(MIN.)x1-6 1-6x(MIN,)x1-6 1-6(MIN.)x1-6 1-6(MIN.)x1-6 1-6(MIN.)xi-6 i-6(MIN.)x1-6 1-6(MIN.)x1-6 1-6(MIN,)x1-6 -------- VERTICAL REINFORCING -------- -------- 4-#6 4-#6 4-#6 4-#6 4-#6 4-16 4-#6 4-#6 4-06 4-#6 4-#6 4-#6 -------- TIES -------- -------- #3 @ 12' #3 @ 12' #3 @ 12' #3 @ 12' #3 @ 12' 243 2-#3 243 #3 @ 12" 03 @ 12' 03 @ 12" 13 @ 12' NOTE: FOOTING SIZES SHOWN ARE FOR CONCEPT ONLY AND ARE NOT FOR CONSTRUCTION. FINAL FOOTING SIZES WILL BE DETERMINED AFTER THE COLUMN LOADS HAVE BEEN PROVIDED BY THE METAL BLDG. MANUF. GENERAL STRUCTURAL NOTES DESIGN LIVE LOADS 1. ROOF 20 PSF 2. STAIRWAYS 100 PSF 3. MEZZANINES, STORAGE 125 PSF 4. GROUND SNOW LOAD 0 PSF 5. WIND VELOCITY 110 MPH A. BASIC WIND PRESSURE (UNFACTURED) 29.6 PSF B. DESIGN WINO PRESSURE - PRIMARY STRUCTURE 35.5 PSF (WINOWARD+LEEWARD) C. DESIGN WIND PRESSURE - EXTERIOR WALLS 38.5 PSF D. NET UPLIFT PRESSURE ON ROOF (EXCLUDING DEAD LOAD) 1. PRIMARY STRUCTURES 41.4 PSF 2. ROOF ELEMENTS 41.4 PSF E. NET UPLIFT PRESSURE (EXCLUDING DEAD LOAD) 44.4 PSF ON CANOPIES 6. EARTHQUAKE ZONE ZERO * WIND PRESSURES SHOWN ARE FOR ENO ZONES. WIND PRESSURES MAY BE CREASED IN INTERIOR ZONES. INCREASE LOADS DE E AT BUILDING CORNERS AND AT EAVES PER BUILDING CODE. GENERAL 1.1 THE STRUCTURAL DRAWINGS GOVERN THE FOUNDATION, MEZZANINE FRAMING, AND MASONRY. THE SUPERSTRUCTURE IS A METAL BUILDING FRAME. THE DESIGN FOR THE METAL BUILDING SHALL BE DONE BY THE METAL BUILDING MANUFACTURER. 1.2 THE SIZE AND LOCATION OF ALL EQUIPMENT PADS AND PENETRATIONS THROUGH FOUNDATION SHALL BE VERIFIED BY THE MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS, ALL PENETRATIONS SHALL BE SUBJECT TO APPROVAL BY THE ARCHITECTIENGINEER. FOUNDATIONS AND SLABS -ON -GRADE 2.1 FOOTING DESIGNS ARE BASED UPON A NET ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF PROVIDED THEY BEAR UPON NATURAL, UNDISTURBED SOIL OR COMPACTED FILL AS NOTED IN THE SOILS REPORT BY: ATLANTA TESTING 8 ENGINEEEING, DATED FEB. 27, 1989 2.2 CONTRACTOR SHALL READ SOIL REPORT BY:ATLANTA TESTING 8 ENGINEERINC- DATED: FS. 27, 1989 AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE AND SUBGRADE INFORMATION GIVEN THEREIN. BUILDING PAD SITE WORK SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THAT WHICH IS PRESENTED IN THE 'FOUNDATION SUBSURFACE PREPARATION' DESCRIPTION ON SHEET S2. THE 'FOUNDATION SUBSURFACE PREPARATION' DESCRIPTION SHALL GOVERN OVER DISCREPANCIES OR OPTIONS NOTED IN THE SOILS REPORT. ALL EXCAVATION QUANTITIES SUCH AS CUT AND FILL DEPTHS OR PIER SHAFT LENGTHS NOTED IN THE 'FOUNDATION SUBSURFACE PREPARATION' DESCRIPTION ARE ESTIMATED QUANTITIES ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT QUANTITIES FOR ESTIMATING AND CONSTRUCTION. 2.3 PROVIDE 6x6-4/4 WELDED WIRE FABRIC FOR ALL CONCRETE SLABS ON GRADE UNLESS NOTED OTHERWISE. PLACE FABRIC 2' BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH SHALL BE 8' AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC SHEET. 2.4 'C.J.' INDICATES 1 1/2' DEEP SAW CUT CONTROL JOINT IN SLAB -ON -GRADE. SAW CUTS SHALL BE MADE WITHIN 12 HOURS AFTER SLAB POUR, SEE DETAILS 1/S2 AND 21S2. 2.5 CONTROLICONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON PLANS OR AS DIRECTED BY THE ARCHITECT OR ENGINEER. 2.6 ALL WALLS SHALL HAVE ADEQUATE TEMPORARY BRACING BEFORE BACKFILL IS PLACED AGAINST THEM. TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL WALL IS PERMANENTLY BRACED. 2.7 INTERIOR FLOOR SLAB POURS SHALL NOT BEGIN UNTIL THE METAL ROOFING HAS BEEN PLACED. CONCRETE 3.1 MINIMUM COMPRESSIVE STRENGTH (F'c) AT END OF 26 DAYS SHALL BE 3500 PSI FOR SLABS -ON -GRADE AND 3000 PSI FOR ALL OTHER CONCRETE. 3.2 MAXIMUM SLUMP OF POURED -IN -PLACE CONCRETE SHALL BE 3' FOR SLABS -ON -GRADE AND 4' FOR ALL OTHER CONCRETE. REINFORCING STEEL 4A REINFORCING STEEL SHALL MEET A.S.T.M. SPECIFICATION A-615, LATEST REVISION: ALL BARS SHALL BE GR. 60. WELDED WIRE FABRIC SHALL MEET A.S.T.M. SPECIFICATION A-185. 4.2 REINFORCING STEEL SHALL BE SPLICED A MINIMUM OF 48 DIAMETERS OR 24' WHICHEVER IS GREATER, UNLESS OTHERWISE NOTED. RE: FOUND. PLAN AND FOOTING SCHEDULE FOR PILASTER SIZE, FOOTING, AND REINF.- 3' CLR. TYP. ------- - - - - - - 1-0" i (MIN.- F41 N 0 GENERAL STRUCTURAL NOTES STRUCTURAL STEEL 5A THIS SECTION GOVERNS ALL STEEL THAT IS NOT A COMPONENT OF THE METAL BUILDING. 5.2 STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS AND SPECIFICATIONS. YIELD ASTM SPEC. A. STEEL SHAPES, BARS AND PLATES: 36 K.S.I. A-36 B. STRUCTURAL STEEL PIPE: 36 K.S.I. A-501 C. STRUCTURAL STEEL TUBING 46 K.S.I. A-500 O. ANCHOR BOLTS: 36 K.S.I. A-36 E. HEADED STUD ANCHORS: 50 K.S.I. A-108 GRADES 1010 TO 1020 5.3 ALL BOLTED STEEL BEAM AND COLUMN CONNECTIONS SHALL BE ERECTED WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS. 5.4 ALL WELDING SHALL MEET WITH ANSIIAWS DiA-82 STRUCTURAL WELDING CODE, LATEST REVISION. ELECTRODES SHALL BE E70 SERIES. 5.5 THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF ALL CONNECTIONS THAT ARE NOT DESIGNED OR FULLY DETAILED ON THE CONTRACT DOCUMENTS. BEAM CONNECTIONS SHALL BE DESIGNED TO SUPPORT A REACTION 'R' EQUAL TO ONE HALF THE TOTAL ALLOWABLE UNIFORM LOAD CAPACITY FOR A GIVEN SHAPE, SPAN AND STEEL SPECIFICATION IN ACCORDANCE WITH AISC. R=We/(2xL) PRE-ENGINEERED METAL BUILDING 6.1 THE PRE-ENGINEERED METAL BUILDING FRAME SHALL BE DESIGNED BY THE MANUFACTURER AND SHALL COMPLY WITH THE REQUIREMENT OF LOCAL BUILDING CODES AND THE METAL BUILDING MANUFACTURERS' ASSOCIATION DESIGN MANUAL. THE MOST STRINGENT REQUIREMENT SHALL BE USED WHEN THE REQUIREMENTS DIFFER. 5.2 IN ADDITION TO DEAD LOADS SHOWN BELOW, THE METAL BUILDING FRAME SHALL BE DESIGNED USING SPECIFIED DESIGN LIVE LOADS AND SPECIAL LOADS SHOWN IN 6.3 AND 6.4. (A) DEAD LOADS: THE WEIGHT OF ALL PERMANENT BUILDING COMPONENTS SUPPORTED BY THE METAL BUILDING FRAME. 1) ON ROOF FRAMING, USE 2.0 PSF UNIFORM DEAD LOAD FOR WET PIPE SPRINKLER SYSTEM, 2) ON ROOF FRAMING USE, 3.0 PSF UNIFORM DEAD LOAD FOR MECHANICAL AND ELECTRICAL EQUIPMENT EXCLUDING ROOF MOUNTED MECHANICAL EQUIPMENT NOTED IN 6.3 6.3 THE METAL BUILDING FRAME SHALL BE DESIGNED TO SUPPORT ROOF MOUNTED MECHANICAL EQUIPMENT SHOWN ON THE ARCHITECTURAL AND MECHANICAL DRAWINGS. RE: SIA5,1/M3,21E3,31E5 AND 61E4 THE WEIGHTS OF EQUIPMENT ARE AS FOLLOWS: 1) ROOF TOP UNITS (RTU) 2000 LBS 2) TRANSFORMERS 650 LBS 6.4 THE METAL BUILDING FRAME SHALL BE DESIGNED TO SUPPORT THE CEILING FOR THE FREEZER AND COOLER. THE CEILING IS SUPPORTED ALONG THE LENGTH OF THE FREEZER AND COOLER ABOVE CENTER AND SIDE WALLS. DESIGN LOADS ARE AS FOLLOWS: A. 600 LBS. SPACED AT 4 FEET INTERVALS FOR SIDE WALLS. B. 600 LBS. SPACED AT 4 FEET INTERVALS FOR CENTER. PROVIDE MINIMUM 3/8' DIA. HANGER RODS AT EACH SUPPORT LOCATION. UNLESS SPECIAL CLIPS ARE PROVIDED HANGER ROD SHALL EXTEND THROUGH CEILING PANEL WITH NUT AND WASHER, TOP AND BOTTOM OF PANEL, 6.5 THE METAL BUILDING MANUFACTURER IS RESPONSIBLE FOR PROVIDING SIZE AND LOCATION OF ANCHOR BOLTS FOR THE METAL BUILDING FRAME. 6.6 LIMIT LATERAL DEFLECTIONS OF FRAMES TO THE BUILDING EAVE HEIGHT DIVIDED BY 200. 6.7 LIMIT DEFLECTION OF ROOF DIAPHRAGMS TO THE BUILDING EAVE HEIGHT DIVIDED BY 200. 6.8 SHOP DRAWING SUBMITTAL SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE PROJECT IS LOCATED. INCLUDE FOUNDATION REACTIONS OF ALL FRAMING MEMBERS IN THE SHOP DRAWINGS FOR ALL LOADING COMBINATIONS. INDICATE WHETHER THESE LOADS ARE ULTIMATE OR SERVICE LOAD, AND WHETHER THEY INCLUDE ALLOWABLE STRESS INCREASES FOR WIND OR SEISMIC LOAD COMBINATIONS. L PILA L (FOOTING SCHED.) RE: METAL BLDG. MANUF. RE: GRADE BEAM DIAGRAM ON SHEET 52 FOR GRADE BEAM SIZE AND REINF. T.O.F. ELEV. RE: FOUND. PLAN Y �- 04 @ 10' D.C. __- - #4 @ 10' O.C. (MAX.) n 4 FOOTING STEP DETAIL 314' = 1'-0' RE: i/S1 GENERAL STRUCTURAL NOTES STEEL JOISTS 7A WELD STEEL JOISTS TO THE STEEL SUPPORTS, AS SHOWN ON PLANS AND DETAILS. 7.2 ALL HANGERS SUPPORTING MECHANICAL EQUIPMENT FROM JOIST CHORDS SHALL BE LOCATED AT THE JOIST PANEL POINTS. 7.3 HANGERS SHALL NOT BE ATTACHED TO EDGE OF BOTTOM OR TOP CHORD ANGLES. CENTER HANGER ON JOIST CHORD. METAL DECKING BA MEZZININE FL90H BECK TO BE 1/2' NOMINAL 26 GAGE PAINTED OR GALVANIZED FORM DECK WITH A 2 1/2' NORMAL WEIGHT CONCRETE SLAB AND WWF 6x6-10/10 IN MIDDLE THIRD OF SLAB DEPTH. LIGHT GAUGE METAL FRAMING 9.1 FOR 18 GA. AND LIGHTER FRAMING, CONNECTIONS SHALL BE MADE USING SELF-ORILLING, SELF -TAPPING SCREWS, FOR 16 GA. AND HEAVIER FRAMING, CONNECTIONS SHALL BE MADE BY WELDING, BY BOLTING OR BY SELF -DRILLING, SELF -TAPPING SCREWS AS CALLED FOR ON PLANS OR AS APPROPRIATE. WOOD FRAMING 1DA ALL GENERAL FRAMING SHALL BE #2 DOUGLAS FIR (Fb=1200 P.S.I. Fv=90 P.S.I., Fc parallel=950 P.S.I., E=1,300.000 P.S.I.) OR BETTER, AND ALL STUBS SHALL BE STUD GRADE DOUGLAS FIR (Fb=775 P.S.I. Fc parallel=550 P.S.I.) OR BETTER. CORNER BARS TO MATCH- HORIZ. REINF. LAP BARS 48 BAR DIA. OR 24' WHICHEVER IS GREATEST UNLESS NOTED OTHERWISE ON PLANS HORIZ. REINF. IN WALLS AND GRADE BEAMS FOUNDATION & WALL CORNER BAR DETAIL �-� 3/4' = 1'-O' RE: 1/S1 F1 117 F18 F19 F20 -OX6-0 -0 7-Ox7-x1-2 5-6x5-6x1-0 4-Ox4-Ox1-0 6-9x6-9x1-2 -#6 8-#6 546 4-05 7-#6 46 846 546 445 746 E: PLA RE: PL N RE: PLAN RE: P)_AN 99'-4' -61(MIN, x1-6 1-6(MI .)x1-6 1-6(MIN.)x1-6 1-6(MIN.)x2-0 -------- -#6 4-#6 4-#6 4-#6 -------- 3 @ 12' #3 @ 1 I #3 @ 12' #3 @ 12' -------- CONCRETE GRADE BEAM DIA RAM REFER PLAN - L1 EFER PLAN - 2 CORNER GREATER OF .25*L1 ' YP. N5TRUCTION JOINT BARS OR .25*L2 x SH RKEY LOCATED 3 CL N MI L-33-THERE LE OF SPAN, EQDTHIRD a TOP BARS 4 BARS TOTAL OVER DOTING 3 STIRRU S EA. EXCEPT AT ENDS SIDE OF ONST. JT. m BOTTOM BARS FACE OF FOOTING ACE OF FOOTI G 3 STIRRUPS AS SCHEO. 3" 6" 6 3 IRRUPS AS SC ED. 3 F� : X PLAN C.L. OF FOOTING PUT�N - C.L. OF FOOTI G C I� I` L. OF FOOTING END SPAN CONDITION INTERIOR S AN CONDITI N CONCRETE GRADE BEAM SCHE LE SIZE STIR PS MK (WXD) TOP BARS INT. BARS BOT. BARS NOTES SIZE TYPE S CING FROM EACH END GB1 RE: 1/S3 2-#5 #4 @ 16' O.C. 2-#6 13 #3 @ 0' O.C. G62 RE: 9/S3 246 #4 @ 16' D.C. 345 03 d #3 @ 0' O.C. G63 RE: 91S3 2-06 #4 @ 16' O.C. 3-#6 #3 #3 @ 7' 0. C. G84 RE: 1/S3 2-08 #4 @ 16' O.C. 248 #3 #3 @ 0' 0. C. GB5 RE: 1/S3 2-#7 #4 @ 16' O.C. 2-#8 #3 03 @ 0' O.C. L6 C:: SLAB DROP AT TMA U 3/4' 1/4' x 1 1/2' DEEP SAWCUT CONTROL JOINT. RE: FOUND. PLAN FOR SLAB AND REINF. CONCRETE SLAB RE: FOUND, PLAN FOR SLAB AND REINF. 14x4'-6' @ 24' O.C. ALONG GF 2 AT GRI 2'-0' 6' #4 CONT. RE: SLAB JOINT DETAIL RE: FOUND, PLAN, 1/S1 AND/OR SPECIFICATIONS FOR FILL BENEATH SLAB �D TYPICAL CONTROL JOINT 3/4' = 1'-0' 1/4" x 1 1/2' DEEP SAWCUT AT TRAFFIC AISLES ONLY, VERIFY AISLE LOCATIONS W/ WAL-MART CONST. MANAGER RE: SLAB 112" OIA.x2'-O' SMOOTH JOINT DETAIL DOWELS @ 16' O.C. GREASE ONE END. CENTER ON JOINT. CONCRETE SLAB RE: FOUND. PLAN RE: FOUND. PLAN,1/S1 NF. AND/OR SPECIFICATIONS FOR SLAB AND RE FOR FILL BENEAT SLAB 2-0" 2-0" TYPICAL CONSTRUCTION JOINT RE: 1/S1 CU N J- 3/4' = 1'-0' RE: 1/S1 I A. FIN. F R,= 99'-8' FIN. FLR.= 00'-0' NOTES: 1. THE PILASTERS IN THE F21 4-Ox4-Ox1-0 TMA SHALL EXTEND 4-#6 ABOVE THE FINISHED 446 FLOOR AS REQUIRED RE: PLAN TO PROVIDE A COLUMN BEARING ELEVATION OF 99'-B' AT ALL -------- LOCATIONS IN THE TMA FOUNDATION SUBSURFACE PREPARATION FILL REQUIRED TO PROVIDE INITIAL SUBGRADE ELEVATION VARIES FROM APPROXIMATELY 2.5 TO 5.5 FEET. THE FINAL SUBGRADE ELEVATION SHALL BE ESTABLISHED AT 11 1/2 INCHES BELOW THE FINISHED FLOOR, THE EXPOSED SUBGRADE AFTER STRIPPING SHALL BE PROOFROLLED UNTIL THE TOP 12 INCHES HAS BEEN COMPACTED TO AT LEAST 95 PERCENT OF THE: MODIFIED PROCTOR DRY DENSITY (ASTM D1557) AT A MOISTURE CONTENT WITHIN ONE PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ALL FILL MATERIAL SHALL BE CLEAN FINE SANDS WITH LESS THAN 10 PERCENT FINES. THE SUBBASE AND FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 8 INCHES IN THICKNESS, AND COMPACTED TO AT LEAST 95 PERCENT OF THE MODIFIED PROCTOR DRY DENSITY (ASTM D1557) AT A MOISTURE CONTENT WITHIN 1 PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND GRADE BEAMS ALONG EXTERIOR WALLS. THE BUILDING CONTRACTOR SHALL PLACE A 61NCH LAYER OF COMPACTED GRANULAR SUBBASE AND A 6 MIL POLYETHYLENE VAPOR BARRIER UNDER ALL BUILDING SLABS. GRANULAR MATERIAL FOR USE AS SUBBASE BELOW SLABS SHALL MEET THE FOLLOWING REQUIREMENTS: SUBBASE SHALL BE EITHER CRUSHED LIMEROCK MATERIAL OR CEMENTED COQUINA SHELL MATERIAL FROM A FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED SOURCE. BOTH MATERIALS SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 1.5 INCHES. CRUSHED LIMEROCK MATERIAL: UNIFORMLY GRADED MATERIAL WITH A LIQUID LIMIT NOT TO EXCEED 35. THE MATERIAL SHALL BE NON -PLASTIC. THE MINIMUM PERCENTAGE OF CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL SHALL BE 70 AND THE MAXIMUM PERCENTAGE OF WATER SENSITIVE CLAY SHALL BE 3. CEMENTED COQUINA SHELL MATERIAL: NOT MORE THAN 20 PERCENT BY DRY WEIGHT SHALL PASS THE NO. 200 SEIVE. THE PORTION OF THE MATERIAL PASSING THE NO, 40 SEIVE SHALL BE NON -PLASTIC. THE MINIMUM PERCENTAGE OF CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL SHALL BE 50. THE 6" GRANULAR SUBBASE SHALL BE PLACED AND COMPACTED PRIOR TO THE ERECTION OF THE STEEL FRAME. THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. INFORMATION COVERED IN THIS PREPARATION SHALL GOVERN OVER THE WAL- MART SITE WORK SPECIFICATIONS. REFER TO THE WAL-MART SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. FACE OF FREEZER WALL 1� 6' EXTRUDED POLYSTYRENE RIGID INSULATION (2 LBS. PER CU. FT. DENSITY)---_ i 2-2x12 REDWOOD - #4x2'-B' @ 24' D.0 ti 2'-0' RE: FOUND. PLAN FOR SLAB AND REINF. !:), #4 CONT. - 8" CONC. SUBSLAB _�nan'-4n' INSULATED SLAB DETAIL RE: Ii/S1 3/4" = 1'-0" MM80 JOINT ILLER FOR FULL J NT DEPTH FOR TRAFFI AISLES ONLY 1/8' TO 1/ SAND AT BOTTOM OF INT, AS REQ'O TO PREVENT ILLER FROM RUNNING THR UGH SLAB CRACKS /4 a SLAB JOINT DETAIL CONC. SLAB W/ WWF 6x6-4/4 J v N 6x6-10/10 WWF 6 MIL. POLYETHYLENE VAPOR RETARDER W/ TAPED JOINTS RE: 1/S1 FOOTING SCHEDULE �QIIVIJ 9� M'nIQL�[�G�C STRUCTURAL CONSULTANTS 201 West Fifth, Suite 200 Tulsa, Oklahoma 74103 �1111 G�1U l�iil WlSl-=J.hIS� FT. PIERCE, FL FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 REVISION: U SHEET S 2 NUMBER OF 5 i ---RE: METAL BLDG. MANUF. #4x4'-6' DOWELS @ 18' D.C. m 3-0 RE: FOUNDATION PLAN 8• CMU SILL NOM. FOR SLAB AND REINF. ( W/2-04 CONT., 1 1/2` CLR. DISCONTINUE FIN FLR. AT PILASTER —.— TOP BARS W (SCHED.) 1 112' CLR. BOT. BARS INT. BARS (SCHED.) (SCHED.) RE: GRADE BEAM DIAGRAM ON SHEET 3 CLR. 3" CLR. S2 FOR CONCRETE GRADE BEAM REINF. T.O.F. ELEV. RE: FOUND. PLAN J CJ 1 3 EXT. GRADE BEAM AT FUTURE EXPANSION 3/4' = 1'-0' RE: 1/S1 2-4 0 I v y . 8' MINN. ABOVE 105' 30 PAVEMENT )F WALL ELEV. ` 1 112' x 1 1/2' :S. RE: ARCH. KEY @ CONTROL OR CONSTRUCTION JTS. SPACE AT 20'-0' #4V @ 11' D.C. O.C. MAXIMUM. CUT JOIN PREMOLD FILLER EVERY OTHER BAR JOINT FILLER 2. #4H @ 10' O.C. AT CONTROL JOINT 2-#4 CONT. #4V @ 11' O.C. WITH 1'-6' HOOK #3 OWLS. x 2'-9"C> e WWF 4x4-4/4 2 3/4' _ BELOW TOP OF SLAB 2x6 KEY — - -- `r) #4x3'-9' @ 18` O.C. rn 5-04 TOP m 2.4 �4 JII 1-1 -•' z g • • • e ,z R. 2x4 KEY 4-3 2-#4BOTTOM 1 �7RETAINING WALL SECTION G 3/4' = 1'-0' RE: 1/S1 RE: ARCH. FOR EMBEDDED 7 4 (VERIFY) ANGLES AT DOCK LEVELER PIT RE: FOUND. RE: ARCH. FOR FOR CONC. SLABNTHICKNESS BUMPER PAD AND REINF., TYP. I i 3-#4 CONT. PROVIDE CORNER BARS RE: 3/S2 RE: 7/S3 FOR BOLLARD i I m I I ---------- --------------- - ------------------- 04x '-91@ 12' O.C. 0 3-9 w i #4x 0'6@ 12' O.C. `v 2x6 KEYWAY 4 TYP. cJ� 6 N 1-4 SLOPE ON�11 e NN 2-04 CONT. HORIZ. #4H @ 12' O.C. EA. FACE TYP. 8 AT 3 AT 3 SIDES #4V @ 12' O.C. EA. FACE WO STANDARD HOOK 14x6'-0' @ 12` D.C. T.O.F. ELEV. 2-0 RE: FOUND. PLAN #4 @ 12' O.C. N 2-0 w #4 @ 12' O.C. 3' CLR. TYP. 2 00 2-0 RE: FOUND. PLAN AND FOOTING N VERIFY o > B-4 Z w W SCHEDULE FOR FOOTING SIZE AND REINF. > 2_0 2-0 SECTION AT DOCK LEVELER PIT �-✓ 3/4' = 1'-0' - RE: 1/S1 VARIES W/ METAL / BLDG. MANUF. 5k—��RE: C.L. OF COLUMN AND FOOTING (MI .) METAL BLDG. MANUF. AT SIM. BLOCKOUT PILASTER AS REQUIRED RE: 13/S3 FOR BY METAL BLDG. MANUF. GRADE BEAM REINF. AT FUTURE Q EXPANSION _j FIN. FLR. LOCATE MAIN COLUW;:��_>_ 00 8' BELOW FIN. FLR. -�rI AL-A�T T FUTURE EXPANSION WALL _ _ 1 HAIRPIN AT EA. COLUMN LINE OF GRADE • • RE: HAIRPIN DETAIL, 3/S3 BEAM, BEYOND 3• CLR. RE; 1/5!3 3 CLR. RE: FOUND. PLAN AND FOOTING SCHEDULE PILASTER, FOOTING AND REINF. ITFOR T.O.F. ELEV. Ilk W RE: FIRD .. PLAN PILASTER) F- 3' CLR. TYP. W FOOTING SECTION AT EXTERIOR COLUMN 314' 1'-0' RE: 1/Si X RE: FOUND. PLAN FOR CONC. SLAB THICKNESS AND REINF., TYP. 6' DIA. STD. CONC. FILLED BOLLARD - RE: ARCH, RE: ARCH. FOR EMBEDDED ANGLES AT DOCK LEVELER PIT �- 2-05 CONT. TOP, BOTTOM & MIDDLE If CLR RE: DETAIL 8/S3 FOR INFORMATION NOT SHOWN 6 I ( ERIF' I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I �-- LOAD BEARING METAL STUD WALL CONSTRUCTION JOINT RE: 1/S2 2-#5, CONT. .Q • 3' CLR. 6 1-6" 'j THICKENED SLAB AT LOAD BEARING WALL -A- "'' 3/4, = 1'-0" RE: 1/S1 LOAD BEARING METAL STUD WALL 2-#5, CONT. • 3' CLR. 1-6 1 OT..H-ICKENED SLAB AT LOAD BEARING WALL 3/4' = 1'-0' RE: 1/S1 BLOCKOUT PILASTER AS REQUIRED BY METAL o BLDG. MANUF. I V' 5 ( ) RE: ARCH. IN w w H cc co 2x6 KEY -� 1'-6' AT BOLLA 0 (1'-0' MIN.) #4 @ 12" D.C. — jVARIES VARIES 7 SIDE SECTION AT DOCK LEVELER PIT / 3/4' = 1'-ON - RE: 1/S1 FIN. FLR. FOR BUMPER PAD BEYOND #4 @ 12'O.C. HORIZ. EA. FACE q 5V BLDG. LINE — VARIES W1 METAL BLDG. MANUF. #4, CONT. ~ o L2x2x1/4xWIDTH OF DOOR FIN. GRADE - RE: CIVIL 6' W/ i/2'x1'-O' D.B.A.@ 18'O.C. N � (MI .) #4x4'-6'OWLS 3-0 WWF 6x6-4i4 r' o @ 18, O.C. ti SLOPE LO 1!8 PER 1 -0 MIN. _ FIN. FLR. 3 CLR. V #4 CONT., TOP & BOT.'� TOP BARS 3 TIES @ 48` D.C. INT. BARS cc r RE: GRADE BEAM DIAGRAM ON SHEET 3 CLR. 3CLR. S2 FOR CONC. GRADE REINF. 'm 6 BOT. BARS T.O.F. ELEV. OL r RE: FOUND. PLAN Q J U SECTION AT OVERHEAD DOOR 3/4' = 1'-0' C. . OF COLUMN D FOOTING I N RE FOUND. PLAN FO SLAB AND REI F. FIt FLR. 00 HA PIN AT EA. CILUMN TYP. VERT. REINFORCING 2 LR. g RE: HAIRPIN DETA L ON 3/93 RE: 8/S3 - 2 CLR. --- 1/2' EXP. MAT'L I I tER)jI LINE OF(PILFOOTING BEYOND RE: �FOUND. PLAN I AND FOOTING SCHE ULE FOR PIL STER, FOOTIN AND 6 FOOTING SECTION AT DOCK 3/4' = 1'-0" ARIES W/ METAL BLDG. MANUF. C.L. OF COLUMN AND FOOTING \ RE: METAL BLDG. MANUF. BLOCKOUT PILASTER AS REQUIRED BY METAL BLDG. MANUF. 14 CONT. HAIRPIN AT EA. COLUMN TYP. HE: HAIRPIN DETAIL ON 3/S3 FIN. FLR. y Ir HAIRPIN, RE: PLAN FOR `r — SIZE AND LOCATION —. — i o • co IL - - - - W (PILAST R) s 3' CLR. TYP. — T I M 60 m 3 HAIRPIN DETAIL 1 1/2' = 1'-0' RE: 1/S1 W RE: FOUND. PLAN AND FOOTING SCHEDULE FOR PILASTER, FOOTING AND REINF. �) FOOTING SECTION AT INT. WALL — 3/4' = 1'-0' RE: 1/S1 CLHIIJ TYP. RE: 1/S RE: 1/S1 C.L. OF COLUMN AT FOOTING 15# FELT BOND BREAKER I E--- RE: METAL BLDG. MANUF. AROUND COLUMN MAX, COLUMN DEPTH BETWEEN RACKS IS 12' 2'-O'x2'-O' BLOCKOUT I RE: FOUND. PLAN RE: FOUNDATION PLAN FOR SLAB & REINF. —•— —• —•— � --—•--- FIN. F1 .M i F- LORW RE: FOUND. PLAN FOOTING SCHED. FOR FOOTING SIZE AND REINF. FOOTING AT TYP. INTERIOR COL. 3/4' = 1'-0" RE: 1/S1 -----RE: METAL BLDG. MANUF. #4x3'-9' DOWELS @ 18' O.C. 3'-0' RE: FOUNDATION PLAN FOR SLAB AND REINF. 1 1/2' CLR. I —.—.— — —.— FIN FLR. m 1 112' CLR, INT. BARS (SCHED.) RE: GRADE BEAM DIAGRAM ON SHEET ;3 CLR. S2 FOR CONCRETE GRADE BEAM REINF. T.O.F. ELEV. RE: FOUND. PLAN ITIP. EXT.I GRADE BEAM 3/4 = 1'-0' FOUNDATION DETAILS L�UiI�QtIV ����i11`1\J STRUCTURAL CONSULTANTS 201 West Fifth, Suite 200 Tulsa, Oklahoma 74103 �.�.�..��J�(�..�,I�jjjj ����,,��gqyy.��yy���'nn'jj [[�� FT. PIERCE, FL FAC. PLAN: 3019 JOB NUMBER: 148541 "'• 5/22189 ` %E: R VISION: as SHEET • .,,, NUMBER OF 5 TUBE COLUMN 1/2' NON -SHRINK GROUT CONC. SLAB ELEV. VIEW TUBE COLUMN N TS 3x3x3/16 314' BASE PLATE * 34 .NN LOAD BEARING METAL STUD WALL HEADERS MARK HEADER SIZE MAX. SPAN NOTES H01 2-J6 x 16 GA. 3'-6' 1,3 H02 2-J8 x 14 GA. 5'-0' 1,3 H03 2-J8 x 14 GA. 6'-6. 1,3 H04 M 12 x 11.8 10'-6' 2,3 NOTES: 1. PROVIDE MINIMUM OF TWO STUDS EACH SIDE OF OPENING BELOW HEADER 2. PROVIDE MINIMUM OF THREE STUDS EACH SIDE OF OPENING BELOW HEADER 3. RE: 11/S4, HEADER DETAIL 4-3/4'xO'-7' 1 9 1 EXP. ANCHORS PLAN VIEW 3BASEPLATE FOR STAIR COL. 1 SCHEDULE NO SCALE RE: 1/S1 JOISTS - RE: PLAN L4x3x1/4 CONT. (LLV) TOP OF MEZZ. SLAB J'L J'L J1 J J'L SLAB BEYOND 1 PLATE TO ANGLE DOUBLE S�fUD I 1/4x3xO'-6' PLATE EA. ENO F BRACE EA. TU0 1116 TYP. EA. END OF METAL ST�OS5 STRAP BRACE TYPICAL 1 2'x14 GA. DIAG. 9 S4 STRAPS, TYP. 1 � 2 0 _4 2"0 05 UARE EARS I � RE: FOUND. PLAN TYPICAL MEZZANINE BRACING 1/4' = 1'-O' RE: 1/S4,2/S4 (f - C.L. OF JOIST EDGE OF SLAB L3x2 1/2x3l16 CONT, LLH TYP. CONCRETE SLAB RE: PLAN VERT, SLIDE - , L; /f - CLIP EA. STU - --- .eN N �3/16 "'J . 1/8 L 1 1/4x1 114x1/B X-BRACE WHERE SHOWN HORIZ. BRIDGING, TOP & BOT. STUD WALL RE: ARCH. 3 DETAIL 3/4' = V _Q• RE: 1 17-0 FACE OF WALL AND EDGE OF SLAB FACE OF WALL AND EDGE OF SLAB HEADEI RE: SCHEDI ON 12 TRACK 3/16 WELD ANGLE BEFORE 3116 DECK IS 3116 PLACED L3x3x114x2'-6' EACH END STUDS - -` y OF STRAP BRACING. cuZ:__ TRACK UNPUNI STUD MULTIPLE STUDS RE: SCHEDULE ON 12/S4 1 I TYPICAL HEADER DETAIL 1 1/2' = 1'-0' RE: 1/S4,2/S4 10DIAG. ; 1 112' = 1'- VARIES WITH METAL I —_ C.L. OF JOIST BUILDING MANUF. K__ L3x2 1/2x3/16 CONT. LLH L3x2 1/2x3/16 CONT. LLH � 3/16 VARIES WITH METAL 1 3/16 2@12 TYP. BUILDING MANUF.� 3` DO NOT ATTACH ; CONCRETE SLAB RE: PLAN ETE SLAB TO METAL BLDG. RE: PLAN FRAMING 00 NOT ATTACH TO METAL BLDG. — FRAMING — __- BUILDING SIN LINE -"—" 1/8 31167TYP.-< I CONT. COLD 1 3/16 1 1/2 TYP. EA. ROLLED BRIDGING 3/16 1 1/2 JOIST CHANNEL @ 24"O.:C. L4x3 1/2x1/4 CONT..LLV WITH 2412 TEKS, EA. STUD I LOAD BEARING METAL 'C'-STUDS 3 5/8'x16 GA. @ 24' O.C. 7 DETAIL 3/4' = 1'-0' RE: 1/S4,2/84 r r' BUILDING LINE ITOP OF SLAB = 110'-5' 2 RECEIVING OFFICE MEZZANINE FRAMING PLAN 1/8' = 1'-0' BUILDING LINE ow z Yz �a coo .IN mT o -m DI/AAG. BRACING RE: 8/S4, TYP. 6 DETAIL 3/4' = 1'-0' *�E DIMENSION VARIES DEPENDING ON METAL ' • BUILDING MANUFACTURER 13 L1 114x1 1/4x1/8 X-BRACE WHERE SHOWN. HORIZ. BRIDGING, TOP & BOT. RE: 1IS4 NO WALL ABO FLOOR AT SI EXTEND SLAB TO FACE OF WALL AT SIM EA. ANGLE 74.8 25-11 20-6 47-2 MC8x8.5!!!� HD2 i - L1x1 if - H R1 ---- - - ---- TOP 8 ElITTOM, d.o. B IOG NC 8 4 � rN 30-0 I 20.6 2.1 PLATE TO FNUT g ANGLE x6'xO'-9' PLATE WITH 4' DIA. BOLT. FINGER TEN AND TACK WELD TO BOLT (EA. END TRAP BRACE) ---------------- 1/1 5 EA. ENO OF 1i1 5 STRAP BRACE �L3X X1/4xO'-6 ' WITHx1/4xO'-6 ' WITH 13/ 6'x2' VERT. SLOT (EA. END OF STRAP BRACE) \ L3x x1/4x11'-O" TOP OF WAL W/ 2-#2 TEKS EA. STUD OIA . STRAP BRACING FS 11_001Fl C.L. OF WALL TYP. EA. 1/16 5 END OF 1/16 5 STRAP BRACE STUDS - - DIAL. STRAP 1/16 5 L6x3 1/2x5/16xO'-9'(LLV) 1116 5 • 3 r}1 z ,. 314'x1'-1' ANCHOR BOLTS 9 L CENTER OF WALL 4 I CAL; BOLTS, RE: FOUND, PLAN O y • P I 9 BRACE ANCHOR DETAIL 1 1/2' = 1'-0' 8/S4 L2 1/2x2 1/2x1/4 VERT. @ 4'-0' O.C. (IN WALL) i 112?3/16 x2 1/2x3/16 CONT. LLH @ 12 NCRETE SLAB RE: PLAN cv 3/16 1 112 TYP. EA. 3/16 1 112 JOIST L4x3 1/2x1/4 CONT. LLV WITH 2-412 TEKS, EA. STUD LOAD BEARING METAL 'C'-STUDS 3 5/8'x16 GA. @ 24' O.C. 5 D TAIL 3/ = 1'-0' RE: 1/S4 6.0 _�- 4- I- I S _Fj RE -1 iSol -i J J IF CHANNEL 28.3 a 21-6 o w L1 0 o wm w Co a caww Lu t1 .6 _. RE I LA E EDGE OF I SLAB 1 ' p [V I 3 \kS4/ I WWF. w z 20-6� Co z o 7 m 3 2 1/2' CONCRETE SLAB VER 12' NOMINAL GAGE P INTEO OR GAL VA IZED FORM DECK WI 6x6/10 10 PLACED 1 1/ BE )W TOP OF SL . 24-21 34 EQ AL SPACES @ 2'-�1' _ '-0' 20-6 1 20-6 2.2 JI TOP OF SLAB = 0-5' 1 STORAGE MEZZANINE FRA 1/8' = V -0" 1.1 ME L3x2 1/2x3/16 CONT. LLH L4x3 1/2x1/4 CONT., LLV W/2-#12 TEKS, EA. STUD CONCRETE SLAB RE: PLAN STEEL JOIST "�Z�HORIZ. BRIDGING 7 PROVIDE BLOCKING AT BRIDGING ATTACHMENT DIAG. STRAP BRACE LOAD BEARING METAL 'C' STUDS, 3 5/8x16 GA. @ 24' O.C. 4 DETAIL 3/4' = 1'-0' RE: 2/34 MEZZANINE PLANS & DETAILS �G=�LIVU g� STRUCTURAL CONSULTANTS 201 West Fifth, Suite 200 Tulsa, Oklahoma 74103 BOW AmMach FT. PIERCE, FL FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 REVISION: SHEET (Z� NUMBER 1J OF 5 CONC. STOOP OR EXTERIOR STAIRS RE: 1/A1 (_k-.-.._..__ TOP BARS (SCHED.) INT. BARS (SCHED.) SOT. BARS (SCHED.) RE: METAL BLDG. MANUF. 04 @ DOOR OPENING RE: FOUNDATION PLAN FOR SLAB AND REINF. kn CLR. \ RE: GRADE BEAM DIAGRAM ON SHEET S2 FOR CONCRETE GRADE BEAM REINF. 1 T.O.F. ELEV. 1. ¢ U U 3 EXT. GRADE BEAM AT DOOR r 3/4' = 1'-0' RE: 1151 #4x3'-9" DOWELS @ 18' O.C. — RE: FOUNDATION PLAN FOR SLAB AND REINF. ¢ 1. RE: GRADE BEAM 3 CLR. 3 CLR. DIAGRAM ON SHEET S2 FOR CONCRETE GRADE BEAM REINF. 1-D CONSTUCTION JOINT RE: 1/S2 2-#4 CONT. RE: FOUNDATION PLAN FOR SLAB AND REINF. 3' CL TOP BARS (SCHED.) INT. BARS (SCHED.) BOT. BARS (SCHED.) #4x3'-0' DOWELS @ 18' O.C. CENTER ON JOINT FIN. GRADE - RE: CIVIL SAWIT JOINT AND W/FLER RE: 1/S WWF 6x64 I / /� 2S#qpECONT. SLO � SLOPE 2- #4 CONT., TOP & BOT. 03 TIES @ 48' O.C. 6" RE: FOUND. PLAN RE: GRADE BEAM a DIAGRAM ON SHEET 92 FOR CONCRETE GRADE _ m BEAM REINF. 2 INTERIOR GRADE BEAM 3/4' = 1'-0" RE: 1/S1 .. s co TOP ARS (SCHED.) 3- CLR. INT BARS (SCHED. - BOT I BARS (SCHED, / 11L. 1 V nu. J 'm 1 EXT. GRADE BEAM AT FRONT ENTRY 3/4' = 1'-0' RE: 1/31 FOUNDATION DETAILS M%Z: A M IaLLACI STRUCTURAL CONSULTANTS 201 West Fifth, Suite 200 Tulsa, Oklahoma 74103 FT. PIERCE, FL FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 p� REVISION: SHEET S'^5 NUMBER OF 5 MEMEL ,J t. HPE-21 1 1/2'C. 4,1-06 GRD. PANEL 'HPT' PANEL 'LPT' OAIR DRYER-� - LPT-17 S-4- HPT-4 #lOW ••--}( LPT-11,13,#10W. - O8 LIFT (TYP.) SO TIRE BALANCER LPT-8,10,12� OLIFT LPT-19,2�1 LPT-7,9,#10W. -/ OLIFT LPT-2,4,6 TIRE BALANCER \✓' (TYP. ) OLIFT REMOTE START/STOP, FOR EF-1 LPT-16 REF 2/E-1 LPT-15,#BW i7 +56' NANO DRYER TO, TOP (TYP. ) LPT-18,01OW. ENTIRE CKT. _ 17 J. J m rim,® p+ t 1O c � \v, NOTE: SATELLITE DISH TO BE LOCATED WITHIN 8 ' - EXTERIOR BLDG. WALL. PROVIDE E-6 0� 80 0 Of REAR E Q i-1 1/2' COMMUNICATION CONDUIT, UNDERGROUND, FOR DATA CABLE LINE BETWEEN DISH AND ELECTRICAL ROOM 106. STUB CONDUIT UP 2'-0' A.F.F. AT ELECTRICAL ROOM. VERIFY LOCATION BEFORE INSTALLATION. RE: CIVIL FOR--,..�~ COMPACTOR". LOCATION S-10 , ---------------------------- 1-1 1/2' PVC CONDUIT -\. (COMMUNICATION LINES) HE28 1 1/2'C, '' 7 ��.� �S-5 � ' LBR 8,1' C. E-4 5 �.��`` r- — -- i I --------- 1 WIP \ I/ `�� 2#10,1#6 GRD. �% I S-6 S- , S' 6 +60 p �/ LBR-2, #low E-4 r------ S-2 { , ENTIRE CKT. COOLER REEZER FREEZER I e ` r-,--,r-,r-r-,--,r-,; -,r-,---L.____- HE-16, (2013) I IL u n 11 a II 11 n 11 1 ` I -- - - - 1 +90' AFF _JL_ JL._JL_JL.—J,._.,L_JL_JL-J 7.5 HIP I II I - 1 t I �---- ----^ HE-34 1 1/2'C, HE-10, flow _; LBR-17 LBR-27(90/3) 30110, 1#6 GRD LBR-15, #low (3013) 10 R/P HE-22 1 1/4 C, LBR-39(150/3) r 1 1/2'C,, (PART) r - +48' 1f8 GRD 3#3, 1#8 GRID 2'C,(4) 2/0, 42 L L r ! NEMA L5-30R r-, AFF LBR-33t150i3) (1)#3 GRD 10 LFR, #low I I I I I i_ +36' 2'C,(4)l10,(1)P4 GRD. 8 ENTIRE CKT. L_J �._ L;�_J LBR-15, flow .LFR, 010W I I , r-, r_r_: _, r-i-� 1 ,_!_ ; L i (PART- _ _ LCF, flow �__ ENTIRE CKT.. r--, r--, r-r ENTIRE _CKT. _ `� -- - -- r , r -, r _J C __ - ---- B PANEL I i --J _ - I I - Jt - - z - 1 I PANEL--� I I i 1 I I { I LCL flow... 11 II I LL,—J 1—._1_—_J. _�— I 63' AFF .LBR-23,#BW. LBR-21 IENTIRE CKT. II\ III 4 3 11�t_CF �� 4 3ifLFA L t1! 8•—COORDINATE LOCATION OF `- LBR-19,21, #8W % r--, .�, - - 63' AFF ENTIRE ENTIRE CKT. O �+ `Irl (�(�.�.` 6 5 -�-`}}44 6- - 10 PANELS WITH fL00R DRAIN (TYP. ) CKT. 17--------- --....=------- 17 I I �iENTIREICKT I 92 1110 9i1ENTIRE19KTiI 82 9� '\�\ ��/ Ii 45 - SURFACE MOUNTED j -- ------------ -------------- -- 9 j�, it i \i\ i/, ._TYP FOR -FREEZERICOOLER - �.. II IF \1 It 1 i 5 li t it \ II 5 it i \\ 1116 it � i1 10 63' AFF I i I I Ih \ 1 II \ II 11 �" \ II 12 t 1 1 7 II 0` 1.8 7II II6 711 ; II 9 . 1� i ` 1110 9 11 \\ 1110 g it 1 y 43 3 1 r - - - ------ ------ -- -- - 11 11 \\ Ii12 1�1 12 171 t� \ II 45 i -- .. J -. . E-5 \E-9 �. t I i' \\ II II iO Ii Ii / I 24 \ II II 24 \\ ii I r 24 �\ iI TYPO --------------- ------------ i TYP. 5 ►--�_ 1� �iI IIi - / -----g 9 =-=__- �l g--_ ----- 11 43 1 -- 1 +36' I - ---- - 9 10 11 10 J LPT-1,3.5 J-- - ----------- --- - 11 12 12 45 ! ,I ------ _-_--------LBR-18.--few -L-BR i 1-- -#8W 17 - - ENTIRE CKT. ENTIRE CKT, HPT-26,28, II --- ---- - - r ,I 1 ---------------- -- - -' '---------- I W/P RTU MT D '4 I I S12 30 f8W OW/P RTU MT'O RECEPTACLE TYP ,I I RECEPTACLE . 5 .. ....: f ... _63 AF 4 � L �j J u-- j AIR COMPRESSOR 63' AFF ---- +36' it I I s 1.3 r---------------------------------1 _. _.__ i. 18 63' AFF I TYP. _I I Ic_oI _JI L'LLT JS _ vl II 1 L __________________ LJ HPT-9 it Lr_l -- i I r- +36' x 12' 63 88 \ /LPT-22 it O2 TYP. i- 'SL T-20,22. it 63AFF f8W 11 S3' AFF i- - ----- ---) ____._. __. it ____________ _.-___J 1 +36 `-------------- t L `-- -- gg' AFF i- LBF-8. #10' ENTIRE CKT. II. I r------- ----'__-- - - ---- -- - LBF-32,34,3E 4 5 it ------ ---- flow 07I E-5 E-5.10 I L • -J , , C= 1 L r---------- ----- 1 I __ 4 5 J LBF-20,22,24 t I I E-5 _- E-5 , r -- -- , J #6w 17 L J +36' LBf 37,39,41 LBF 26,28,30 11 I flow flow i I T-14,16, i i - --� ; - -- I I J - -- WIP RTU MT'D i 1 --------------, ---- \tJ 18W 1 W/P RTU MT'D'- --- -- I -- LBF-3 1 ---- ' - RECEPTACLE '4 -+ I LBF-25,27,29 J -- - -- 4 RECEPTACLE LBO-17 #lOW it 0 ----------- - - - �� i - ---- L..1 6 O i ENTIRE flow LBO-15,17, flow E-4 1 CKT.-LBFIRE C flow t ENTIRE CKT. f It I ENTIRE CKT. �,_.-_ �_�. J --- --I +36 i------- --- ------ ------ I I I `----- ----- 4 5. .. 1 ' _ ,r' 1�i.'. [i� rr r-r, rr, ter, r" rT rr, rrr r ----------------- ---- --_J Ll, L1J L.LJ L1J L LBF-19,21,23 flow E-5 E-5 -�'� �--------------------• lam.-�_- -�-2 LBF-33,35(. - -------------- I �_- - flow ----- ,-, g63" AFF 63' AF I 1 � I -- i 1 LBF-6 _.��- 4 +12' AF�J - 6 11 ILBF-14.16 5 5 1 LBF-9,11,13,15 I I ----- �\ 16 - - ---- ----_ __-�- I I 1 3 J . J07 E-4 E-4 I , 7.5 TMA POWER PLAN AUTO DOOR OPERATOR; VERIFY LOCATION BEFORE _ _ I INSTALLATION (TYP.) 1 i i 1' D' RE: 11E-3 I I 2 4.3 4.5 ( 5) 5.1 5.2 ( 6 J 6.1 6.2 E4 4 ------------- ------ J.1 c-- --- ----- -----Oj mIh ------ H.1 ELECTRICAL POWER PLAN 1' = 20'-0' POWER PLAN_ / Bid 60umalnullung FT PIERCE, FL FAC. PLAN: 311189 JOB NUMBER: 148541/89-807.0 DATE: MAY 23, 1989 DRAWN BY: CAM . SHEET E0F ,,m '�I+NUMBER:fir/ S , JUNCTION TRANSITION FROM CONDUIT 6 7 4'-0' 7'-0' TO STRUT. f E-5 E-5 TYP. rip . TYP. 9 11 3 5 7CIRCUIT NUMBER TYP.1 3 5 7CONNECTION OF ZERO ZONE FREEZERS BY ELECTRICAL CONTRACTOR. TYPICAL 22 21 24 19 10 17 16 15�14 13 12 11 10 g 8 7 6 5 4 3 2 1 i LCF-37,39,41 LBR �. STRUT CHANNEL RACEWAY LCL-32,34,36 U m - CHECK OUT REGISTER `; _ 'I J J ---- - J J J� ' MOUNT ON BACK OF BOX PROVIDED BY OWNER, FIELD COOROINATE 37,39.41 EXACT LOCATION (TYP.) TYP. -j-j `j 31 32 FUTURE ! --- - - --- -- -- - 41 0 d ° ---- ---------tl '° ----- P L- — — — ,-- — — — — — "r-, -- r---------- r---------(S b __-_- ___ t rI d is---- ii 5-11d--------+i S-11 �1 LC1,3,5,7,9,11 6'-6' AFF S-11 II II II (TYP.) 1'C.,9f10AWG LC-13 TO TOP i (TYP.) (TYP.) fl it / \ #8W (TYP.1 i li II l t I lB F----- © ❑ ENTIRE i It I ------- FREEZER �J TRANSFORMER 'TF' ABOVE; CKT` LC-15 17 G(JLF_R FREEZER E`5 LOCATE TRANSFORMER HE-3 1 1/41C., 30 #8W SO THAT SECONDARY 4-#1,1-04GR ENTIRE 8ENLARGED PLAN CABLES ARE NOT LONGER CKT THAN 25 FEET c `- -- - -- ------------ LBF-171 i AFF �:---------- i-- IG 30 1 2 1/2', 4#410, 1#4GR I TF � I D D rr — A - °i i \ i°i i \ i° 30 NEL LBR LIGHTING CONTACT,R PANEL VESTIBULE PANEL LBF 2'-0' ��-2-1 1,12•C., FOR COMMUNICATIONS, l 3'-0' PANELBOARD 'SE' +42' AFF 3 E TELLITE DISH. PANEL 'HE' � E-6 088 TO SA T PANEL 'HH' P f` HL - - -- 3 22 33 35 DATA OUTLETS M3, --- — _ r E-6 M4 +42' AFF 1 r__14� I RE: 13/A-1 4 0° r DATA OUTLETS; M1, + i M2 42` AFF d x II WIN) ' ( I LBR AND EIt Y MANGEMENTS PANELS NT PANEL MANAGEMENT EME A I 70 BE 3UPP ; F.d BY STRUT. ENERGY I 3.2 4 4.1 4.3 4.5 5 651 5,2 ELECTRICAL SERVICE ROOM I HF: 1/E 3,' PL AN CASH REGISTER � �AN 4 4.2 E 9 + R 1/E 3 11 �' TYP. 36 1l8' i 0' E 60 3'- (TYP) PANEL 'HO, HO-4 HO-9 HE-15, 2'C, HO-10 3#1/0, 1#3 GRD - 0-15 1 I H0 -16 I l � Li HE-4 1 1/4'C., PANEL XT ``i 21 #1,1 l#6 GRO. 4#3,1#8GRD. (10013) LBO TD 1 IWO, 4#3, 106 GRD. f 5-12 UH-1 PANEL. .m Pf )d!P C. LC F-3,1112 OP "" �a ``-F-4,116hp �+ I„ HH-70 1 BATTERY CHARGIN ARE A06W TELEPHONE MAIN L80 13 50-7,9,11 q 6' AFF; RE: 3lE-4, RE: 1/E-3, 1/E-9 DISTRIBUTION(TMF) i LBO-9,11 I 7/E-6 E85 �� WIP i. 1 +8' AFF i, E-9 II (TYP LBO-5----------- --- .11_1L% L130-11 r DUCTWORK LBO-25 , RE: -41A-6 , , �i 2 DUCTWORK 2.1 3 3.1 , RE: 4IA-6 , - r-M i EZZANINE POWER PLAN RE: 1IE-3,1/E-9 II DATA SWITCHING. ' CABINET (i LBO-20,22 REMOTE AVER. DE — E 6 LC-2 4,6 8 �h SWITCH; RE: i4-2 #10W ALL F #lOW.ENTIRE CKT3, LBO 24,26 LBO-8, 2 IG +361 1'-6 (TYP.) 10W TIRE < \'o , 10 ENTIR TS LC-6,8 LC-10,12 _.;.•• ) KTS, _ #10W ENTIRE 25, ROUTE CONDUITS AT CUSTOMER SERVICE TO END OF COUNTER AT EXTERIOR WALL AND CONCEAL IN, WALL. 26. ROUTE TO ABOVE FINISHED CEILING AT COMPUTER ROOM. REFER TO DETAIL 3IE-6 FOR CABLING REQUIREMENTS. 27 MOUNT DEVICES INSIDE OF COUNTER, AS HIGH AS POSSIBLE. 28, MOUNT FIXTURE 20'-0' AFF. EXTERIOR SURFACE MOUNTED OVER RECESSED JUNCTION BOX, 29. NOT USED. 30. MOUNT RECEPTACLES AT MEMBERSHIP COUNTER TO UNDERSIDE OF COUNTER TOP. 31. INSTALL JUNCTION BOX TO STRUT PER DETAIL 7/E-5 FOR ACTIVE REGISTERS. SPLICE INDICATED CIRCUIT IN JUNCTION BOX TO ALLOW FUTURE CONNECTION. 32. CABLES AT FUTURE CHECK-OUT STAND, DATA OUTLETS SHALL BE INSTALLED WITH LENGTHS AS IF ACTIVE, CABLE DROPS AT FUTURE CHECK STANDS SHALL BE COILED, BUNDLED AND SECURED TO BAR JOIST. 33. CABLES SHALL BE ROUTED FROM INDICATED LOCATIONS, TO THE DATA SWITCHING CABINET. INSTALL CABLES WITH 6'-0' SURPLUS LENGTH AT EACH TERMINATION POINT. CABLES SHALL HAVE NO SPLICES BETWEEN TERMINATIONS, AND SHALL BE IDENTIFIED UTILIZING CONDUIT TYPE 'PSM' MARKERS WITH IDENTIFICATION AS INDICATED. 34. BUNDLE 21 ON CENTER WITH NYLON CABLE TIES AND ROUTE CABLES THROUGH JOIST SPACE. SECURE TO STRUCTURE WITH NYLON CABLE TIES AT 31 CENTERS MINIMUM. 35 MAINTAIN 2'-0' SEPARATION FROM ELECTRICAL APPARATUS. EXCEPTION: VERTICAL DROPS AT CHECKOUT STANDS, RECEIVING OFFICE, MEMBERSHIP AREA AND HORIZONTAL RUNS AT CUSTOMER SERVICE CASEWORK. CONTRACTOR SHALL MAINTAIN MAXIMUM POSSIBLE CLEARANCE WHERE EXCEPTIONS ARE NOTED. 36. BATTERY CHABaE : RECEPTACLE NEMA L16-20R. FURNISH AND INSTALL 6 0 OF 12/4SO CORD AND L16-20P MALE CAP CONNECT CORD CAP TO OWNER FURNISHED EQUIPMENT. 37. MOUNT TYPE 17 FIXTURE TO BOTTOM CORD OF BAR JOIST. +48' TO 1 +60, - CKT. - TOP TYP.._:-- )�L;_. 80- 2 ---- --- - - .. ENLARGED POWER PLAN LBR-7,9,#10W, 7 B h36' BO-21 +42;I6 LBR-3 , 5, #8W, #10GR0. i; __ - \ +12 DOOR STRIKE --.__- _ LC-12 - 17 ENTIRE CKTS. �% R LBO-14,16 + L80-26 y- IG +36 25 26 27 /I -I 1 D I REGISTER 381 ^ J i L90-19 BD-18 _.�- �` �� FLUSH MT, +4B' +60' � OPERATOR D +36" LBR-23 #10W o I 010W ENTIRE CKT. LBO-23 I LBR-1, #10W P 10 60-12 ENTIRE CKT. ,� \ + 6'IG - �, +46° E-5 ,. (kH; 1) LC 8,6,4 O � it 26 * E� ,, y NOTE: ALL OUTLETS THIS ROOM + i i LBO-6 ;' 16 .--- L� JJ a 1 11 ° /f 0' +42 TO CTR. UNLESS 9' �BO-4,6 \- I._t - +8• { < 25 26 27 OTHERWISE NOTED. 1 1 H-2 L-2j,4,6 +48' REGISTER 36 4j , 5-12 22 33 34 35 3 (R1) �G 1 e / IG +36' 27 �/(��� j�^,(��j� j��(, j� �J �UIi �EJ I�I�V�II IJ� I � I I i \ � _ +42' ALL 5 Q- 17 A +36' #10W1 TOP TO -- ®r'30C} DEVICESENTIRE ClowF��. Pdfi iL THIS ROOM. FAC. PLAN: 3/1189 LBR-2, #10W D _ LBA-14 17 HH-76 . 3,#BW +42' TO CTR. THIS JOB NUMBER: 14854i189-807.1 - 3 ROOM UNLESS OTHERWISE DATE: MAY 23,1989 22 33 34 35 PRINTER (R3)-- I 2 2' 6'2'-6' 2 i 2.2 NOTED. 3'1 DRAWN 0Y: CAM _ L0R-S 17 10 RECEI V LJOlac\ P®WEE 22 33 34 35 3 (R2)- - - -- -EE: 31M- 3,#8W� t RE: 3/M-2 E 66 E-5 RECEIVING OFFICE POWER OFFICE POWER I:' � �- OF 9 Y w SHEET F� a NUMBER: 1 RE: 1 RE! 1/E-3 3 277/1/60 12011160 D.P.S.T. LIGHT/FAN 1 CONTROL SCHEMATIC NTS RE: 11E-2 N ROOM LIGHTS TYPICAL O.P.S.T. SWITCH (QUANITY AS INDICATED BUSHING @ BAR JOIST LEVEL 40' METAL BUILDING OVERHEAD DOOR FRAMING 8' MOUNTING CHANNEL REFER TO 91E-5 4'-0' #14-3 SJO CORO WITH GROUNDING TYPE ATTACHMENT PLUG. PROVIDE WIRE -MESH STRAIN RELIEF FITTING, KELLEM TYPE 37 OR EQUAL WHERE CORO LEAVES (TYP.) FIXTURE ARM. �D RECEPTACLE FOR FIXTURES TYPE 37. 1 GENERAL PURPOSE RECEPTACLE IMC OR RIGID 3' WITH PULLWIRE CAST IRON CONDUIT OUTLET BODY TYPE 'T' INSTALL CABLE STRAIN RELIEF FITTINGS, KELLEM OR EQUAL. (DOOR SECURITY) TRUCK DOCK -LIGHT ELEVATION 8 NTS RE: 4/E-2 MULTI -OUTLET ASSEMBLY (EACH ASSEMBLY SHALL CONSIST OF THREE SEPARATELY CIRCUITED 20'-0' (APPROX.) SECTIONS. RECEPTACLES SHALL BE SPACED ON 1'-6' CENTERS.) END CAP RACK LOWER 9HELF, n LEVEL � n w FINISHED FLOOR APPROXIMATELY 60'-0' LENGTH OF UNISTRUT AND MULTI - OUTLET ASSEMBLY. ELECTRONICS DISPLAY RACK ELEVATION • NTS RE: IIE-3 COLUMN --�� OR WALL 112' C.-----_, EMERGENCY LIGHTING UNIT. REF FIXT.SCHEDULE 3/4' PAINTED PLYWOOD MTG. BRACKET FOR EMERGENCY LIGHTING EMERGENCY LIGHT DETAIL NTS RE: 1/E-1, 2/E-1, 4/E-2 12'-0' AFF MOUNTING HEIGHT 2' _ TOP OF DOOR 7' OR - �'� T_FRAME I DEVICE DESCRIPTION CLOCK, FIRE ALARM AUDIO UNIT LIGHT SWITCH, THERMOSTAT fE FIRE ALARM PULL STATION SAFETY SWITCH, CONTROL STATION COUNTER HEIGHT 42' OR TOP OF COUNTER OR BACKSPLASH (—� RECEPTACLE, TELEPHONE 8 --t—t—� DATA WALL BOX, ETC. 16' FINISHED FLOOR A 0 DEVICE MOUNTING DETAIL NTS TRUCK DOCK LIGHT FIXTURE 37 METAL BLDG. OVERHEAD DOOR FRAMING i r / 12 GA. 1 518'x 1 518' STRUT BOLTED TO DOOR FRAMING WITH 3/8' BOLTS. i 3/16' PLATE BREAK EXTERIOR EDGES, PRIME _ AND PAINT. BOLT PLATE TO STRUTS. SECT ON - TRUCK DOCK LIGHT NTS RE: B/E-5 FLEXIBLE CONDUIT CABLE UNISTRUT #P1184 CABLE BAR JOIST CLOSURE STRIPS BAR JOIST JOIST----. CONTINUOUS OVER OPEN CHANNEL 0 o UNISTRUT #P-5500-� UNISTRUT #P3417 MOUNTING CHANNEL PIPE CLAMP UNISTRUT P5547 WELD, BOLT, OR UNISTRUT MOUNTING LOWER SHELF CLAMP SECURELY TO U-STRAP FITTING LEVEL BUILDING STRUCTURE. CHANNEL JUNCTION BOX (DO NOT DRILL HOLES UNISTRUT PIPE WITH COVER RACK BRA E IN STRUCTURE) CLAMP !`'�---CONDUIT RP.CK. BRACE_ 0 2 1/2' EMT COUPLING JUNCTION BOX o NOTE: SIMILAR AT CASH REGISTER AND WITH COVER SINGLE CHECKOUTS MONITOR _ CONDUIT COUPLING 2 1/2' COMPRESSION OPEN FITTING THREADED FACE CASH REGISTER TO HUB UNISTRUT P5500 OPEN AND MONITOR 2 1l2' BOLT ON - CHANNEL (TYP 3 FACE CONDUIT SECURELY CONNECTOR HUB PACKS). ANCHORED TO CHECKSTAND HUB FLEXIBLE CONDUIT REFS CABLING: -- -- REFER TO E_6 FINISHED FLOOR ISOLATED POWER FLEXIBLE MULTI -OUTLET ASSEMBLY. RECEPTACLE CONDUIT MOUNTED TO CHANNEL, LOCATE (DUPLEX NEMA ISO] LATEO PC'WER 5-20R-IG) RECEPTACLE PER ELEVATION (TYP 5 SIDES) CABLING DUPLEX (NEMA REFER TO E-6 5-20R-IG) FINISHED FLOOR FINISHED FLOOR T STAND SECTION C T I O N CHECKOUT STAND ELEVATION CHECKOU ELEC RONICS DISPLAY RACK SECTION 6 NTS RE: 4/E-5 7 NTS RE: 6IE-4 NTS RE: 6/E-4 CONNECT TO TRANSFORMER CASE CONNECT TO A STRUCTURAL STEEL MEMBER IN GROUNDING ELECTRODE CONDUCTOR SHALL BUILDING WITH O-Z/GEDNEY OG CONNECTOR BE RUN IN CONTINUOUS LENGTH. CONCEAL OR EQUAL. CONDUCTOR IN WALL IF TRANSFORMER CONNECT TO ELECTRICAL SERVICE EQUIPMENT. IS MOUNTED ABOVE CEILING WHERE PERMITTED BY LOCAL CODES. CONNECT #6AWG TO TELEPHONE BOONLY) UIPMENT TO NEAREST COLD WATER PIPE WITH AN APPROVED (AT TRANSFORMER 'TO` ONLY) 3'x3'x1/4' ANGLE BETWEEN GROUND CONNECTOR COMPRESSION CONNECTOR BAR JOIST AT JOIST PANEL — POINT BT STL. CONTRACTOR. ���- COMPRESSION CONNECTORS.(TYPICAU COORDINATE EXIT WITH CONCRETE �• �._ CONSTRUCTION AND PROTECT FROM DAMAGE. LEAVE INSULATION ON WIRE • • ONLY AT POINT WHERE CONDUCTOR • EMERGES FROM CONCRETE. ___jZ BAR JOIST COORDINATE EXIT WITH CONCRETE CONSTRUCTION • . GROUNDING ELECTRODE: NO.1/0 AWG • AND PROTECT FROM DAMAGE. LEAVE INSULATION ON WIRE BARE COPPER. PLACE MINIMUM 20 ONLY AT POINT WHERE CONDUCTOR EMERGES FROM CONCRETE. FT. HORIZONTALLY NEAR BOTTOM GROUNDING ELECTRODE: 03/0 AWG BARE COPPER . OF FOOTING. MAINTAIN 2'MININUM PLACE MINIMUM 20 FT. HORIZONTALLY NEAR BOTTOM CONCRETE ENCASEMENT OF FOOTING. MAINTAIN 2' MIN. CONCRETE ENCASEMENT. TRANSFORMER TYPES CONNECT TO REBAR AT 2 SEPARATED 'TT', 'TF' CLEANED POINTS (MINIMUM) WITH 0-Z/GEDNEY ABG-0325 COMPRESSION ___17F-_MOUNTING BRACKETS AS FITTING OR EQUAL. FURNISHED BY TRANS. MANU. CONNECT TO REBAR AT 2 SEPARATED CLEANED POINTS OR USE 2'X2'X1/4' ANGLES. (MINIMUM) WITN O-ZIGEDNEY ABG-0325 COMPRESSION BOLT TRANS. TO BRACKETS FITTING OR EQUAL. JGROU : TRANSFORMER SHALL BE GROUNDED IN ACCORDANCE /IIl;2l'HREADED STEEL ROD. OR ANGLES. NEC 250-26, SEPARATELY DERIVED SYSTEMS DRILL 516' HOLES THROUGH 250-B1(C), CONCRETE ENCASED ELECTRODE. ANGLES AND INSTALL LOCK NOTE: GROUNDING ELECTRICAL CONDUCTORS: 4310 AWG BARE COPPER. WASHERS AND NUTS ON EACH OTHER MATERIAL AND INSTALLATION REQUIREMENTS PER NEC SIDE WITH ISOLATION PADS. (TYP.) 250-91A AND 250-92A. FORMER /TELEPHONE BOARD TRANSFORMER MOUNTING DETAIL GROUNDING ELECTRODE DETAIL 1 DINGELECTRODE DETAIL 2 + RE: 1IE-9 3 NTS RE: 21E-3, 6/E-4 NTS RE: 11E-9 CH EXIT FIXTURE, WALL EMOUNTED FUSED DISCONNECT NON -FUSED DISCONNECT �p -------------------- PUSH BUTTON IFC INTER -REGISTER COMMUNICATION CABLE I.B. ISOLATED GROUND <P PULL STATION K KNOX BOX W WATER FLOW SWITCH T TAMPER SWITCH OO DETECTOR a CONTROL RELAY H STROBE/HORN EOLR END OF LINE RESISTOR FACP FIRE ALARM CONTROL PANEL ELECTRICAL DETAILS t� consuming LEnains rs \� t \ FT PIERCE FL FAC. PLAN: 3/1189 JOB NUMBER: 148541IB9-807.1 DATE: MAY 23.1989 DRAWN BY: JAC SHEET E.5aF NUMBER:9 OPEN TOP, PROTECT 1 1/2' WEATHERHEA.D WITH TAPE UNTILDISH IS INSTALLED 3'-0' ----4' O.D. PIPE IFL & RG11 CABLES ANTENNA MAST, HE: FURNISHED BY WAL-MART; ROOF FRAMING PLAN INSTALLED BY ELECTRICAL i 30A,25OV,2P,2F,S/N,N3R �. CONTRACTOR. LEAVE MIN. tom. 0` 0' OF SLACK i SU PORT CONDUIT SAFETY CHAIN, OUTLET J y CD MOUNTI G LOOP SUPPLIED WITH BO( 8 FIXTURE FROM BOTTOM 0,F JOIST 12 GA. 1 3/8'x 1 5/8' - - - — - - FIMTUF, NOTE 2 WITH UNISTRUT P2676 BEAM PRE -GALVANIZED METAL STRUT CLAMPS, OR 2'-0' MEZZ. APRDVED EQUAL. (BRIDGE JOIST i I - WELDED TO ANTENNA MAST. WI HUNISTP.UT P1000 CHANNEL IF FLOOR RE UIREO). TOP OF BALLAST HOUSING SINGLE BARREL LUG FOR #6GR -- - _- - - - TO�Bcc +-1' -O' BELOW BOTTOM OF JOIST WIRE BOLTED TO COLUMN FACE. `- CONDUIT NDTE 1,2 OP N HOOK SUPPLIED WITH 2 i FI TUBE. NOTE _ v FINISHED ED .. I I SW 1 1/2 EMT CONDUIT �.,��� DATA SWITCHING SECURE TO STRUT o 1/2' GRC NIPPLE f CABINET CEILING SAFE Y CHAIN WITH— 0. 5' M XTM�11M SLACK FIXTURE 6'x6'x12' N3R WIREWAY i "' ROOF ELECTOR T0, MIN. CLEARANCE SECURE TO ANTENNA MAST { FACE OF Wa._L A'DJU, R� ii E 1'- 0' - --'— CIENT POSITION FOR ELEVATION 22'-0' AFF _ _ ---' MIEDI iSTP,T iION _ FIXTURE TO RISE _ _ WITH SLOPE OF ROOF - 60 DEG. APART HORIZONTAL REINFORCING BARS. REC pASE,dOa�*- (TYPICAL) - "_ �' PHONE _ VERTICAL REINFORCING B RS. R CEPIAC'E TO MA CH fi'x 6' PITCH PAN ! PITCH PAN FURNISHED AND B' MAX-i"j COED 8 PLUG NEMA INSTALLATION IN CONCRE E REQUIRES FURNISHED AND ++ INSTALLED BY ROOFING^ ' CONTINUOUS 1/2' EXPANSION JOINT INSTALLED BY ROOFING I [ i CONTRACTOR. XMIT _ __ i L9-15R MATERIAL ALL AROUND, SEAL WITH CONTRACTOR. Ifff i PHONE . ._--'---c•x 4'x 2 118' HOT TAR. = PHONE 1I2' OR 3 4` CONDIJTT J-BOX WITH DRAWN 00 0 o As RE9_'IR REFLECTED PLAN COVER PLATE SECTION AA XHAND HOLE WITH COVER 1'-6 FROM i i � 81 00 o ---------------"------------------------------ 3 SPECIFICATIONS. POLELSHALL- CONNECT ALLLEEQUIPMENT (ROUND BASE OF 39' STEEL TAPERED MINIMUM. NOTES: BE MADE PLUMB WITH LEVELING CONDUCTORS TO GROUNDIN LUG i i 6' MIN. 1. CORC ( ',1 A,2P,3W, 7V,ARO SERVICE OR NaP.D USAGE) 8 GROUNDING PLUG NUTS. IN POLE. (1) 1 112' EMT CONDUIT FOR 3/4' EMT CONDUIT FOR 2'-0' MAX (TWIST-LG 5.a,2F,3W,2 7V,NEMA L7-15R FER NECt410^30C. N Now LEVELING NUTS ' 1'-B' MAX 2. FACTOR ASSEMBLED AN[ SUPPLIED POPTAELE MOUNTING OPTIONS MAY IFL 8 RG11 CABLES. TERMINATE DISH POWER. RE:1/E-3 � c r MPGN'NTS. BE PROVIG IN LIEU OF IELD ASS-M3_ED CO NONSHRINK GROUT 1 1/4" MIN. CONDUIT AT BOTTOM CHORD AT i 3'-0' MAX - BOLT COVERS BOTTOM CHORD OF JOIST WITH E 3. COt iRA C'?'S OPTION, IN LIED OF THE UNISTRWT, CONDUIT, WIRE, TWIST -LOCK THICKNESS, 2 MAX. THICKNESS i 3'-0. RECEPTACL %STEM AS IN ICATED, THE COt!TPACTO.d MAY HAVE THE OPTION REQUIRED. AN INSULATING BUSHING. c r M LD r"I' r INDUSTRIAL G ' WITH SIDE SLOPED AT 45 DEB. � FINISHED FLOOR OF F Fnt,I„ _�d,; & INGTALL NC A WIRE..O__ 'CHANNEL -WIRE INDJ"TRIA_ LIGHTING (4) ANCHOR BOLTS, SIZE AS PER SYSTE""'. BASE PLATE PER SPECIFICATIONS. -'-'LONG BARS CATELL I I E DISH ELEC i P I CAL DETAIL - COMPUTER ROOD SERVICES ELEVATION I CAN F 1 TURF T 'PE "9" DATA I L SPECIFICATIONS. r i EQUALLY SPACED. ®'° i . _. RE:-3lE-6, 5" E 1, 4!E-2 6-#3 x 18' DIA. STIRRUPS WITH NTS RE: 1lE-2 N.T.S. 81E-6 PI'S Pam: 1!E- _ 1'-6 LAP (TYPICAL) ON > 0 19' VERTICAL SPACING. INSULATED/ISOLATED GROUND BAR FOR CASH REGISTER mujQ I n-n ;� CIRCUITS ONLY PER NEC 384-27 EXCEPTION #1. y.--CA.BLIN6 1-IFL & 1-RG1" TO SAT. DISH REr 1/ :, NDTE 33,3 ,35. DATA OUTLETS AT -�� R1 R2 R3 ca o_k POLE-TOZASE PLATE L t'rT , CA91TNc; RECEIVING OFFICE ------ Z ¢ P1 ° ' WELD SHALL COMPLY TRANSFORMER TO' PANELBOARD 'LC' AB E RO'BCT-PROM OF OWNER FUPN?SN i I� `D� w ° ° WITH AWS SPECS: ---� ---- BUSHING COA CABLING: OWNER FURNIg-E3, u CEILING JOIST CDN7R.ACT_1n It' =_LEp, .' N 9' n n AT TOP & BOTTOM (TYP.) a', CON ,ACTGa IM°TALLER, NOTE 33 3a;355 - -- NO.4 AWG _�- NOTES 3 ,3_ =--- --- g n it OF BASE IPLATE BONDING JUMPER -- 4' EMT RISER q i 45 OEG.iTYP. CONDUIT BEHIND o s PER NEC 250-26(a) _.� - ---- --- - E PLATE MEZZ. PLYWOOD _- POLE BASE i� y i AND BOLT PATTERN 480 V of H WALL i PER MANUFACTURERS 1 NEUTRAL BAR. _ 3`-= RATIONS. 3 HASH 1 1/2' EMT RISER SUPPLY z— CONDUIT BEHIND r s o - BASE PLATE BOLT HOLE c—'—N N WALL PLYWOOD 24' DIA. CONCRETE -- — G MEZZ. — •—'—�--� J FLOOR BOTTOM OF _ FOUNDATION. GROUND CASE 6' " JOIST , SECTION 8B LIGHT FIXTURE - LEVEL — WITH LUG _ NOTE 34 ► CONDUIT AS r - REQUIRED a SITE PLAINFOR NO.4 AWG GROUNDING ELECTRODE FINISHED ORIENTATION (RE (3/4' MIN.) ORIENTATION TO < CONDUCTORS PER NEC 250-26(b) e a CEILING v BUILDING) o t < t TO CLOSER OF GROUNDED STRUCTURAL METAL i ° 1/2' EMT o' - - 2'-0' MEMBER OR EFFECTIVELY GROUNDED METAL CABLE G59 22 21P.^, 1 16 1716 151'J 1312 11101 9 8 7 6 5 4 3 2 1 WATER PIPE PER NEC 250-26(c) ---- DIA. s V E 2' EMT FUTURE `_� ---- CHECK-OUTA UT OUTLETS r VERTICAL & HORIZONTAL BARS SHALL BE ' L —_` FIELD TIED. WELDING NOT PERMITTED. NO.4 AWG DIRECT TO SERVICE i i ROUTING NOTE 3-1 6 -- 'C1 ~� PANEL GROUND. ' A MULTI CG .,CTUR CAF INC NOTES: a o 1 1/2' EMT i JC c I' 1. 3500 PSI M N. A _ TO CONCRETE ENCASED GROUNDING ELECTRODE. t RE: 7/E-6 i —i 0'rl^lEa FU. _o', D, CGJTIA.,ICR eve S I 28 DAY COMPRESSIVE STRENGTH CONC. WITH GRADE 60 RE BARS SEE TRANSFORMER GROUNDING ELECTRODE DETAIL. 1 ' t -- —----_-- INST?LIE' NOTE 33,35!i,_� _ 38COAX CABLING, (2 A,CT�VE c IF WATER IS PRESENT IN .HOLE, REMOVE .BEFORE POURING CONCRETE. " E-5 s 2FINISHED i 1 FUTURE) OW"•IEr'FL'F:•IISH=D,. 3. EXPOSED CONCRETE AND GROUT SHALL BE PAINTED TRAFFIC YELLOW BY THE H H ; ` FLOOR 36 , - GONTRA,,70R IhlSi:A-LEO, __. ___� ___.® i 7 G. ---__-- 1 NOTE 33 34 3. PAVEMENT STRIPING CONTRACTOR. TN T N DATA SWITCINC CARTE r .J iT AT OTa. LLES 0 N -I.G. -- E M1 M� M4 „- M3 _ N FURNISHED ANDMEMBERSHIP •. '' 4. FOUNDATION EXCAVATION SHALL BE BY 24 AUGER IN UNDISTURB ROPER OWNER FUR IS O AREA. UNDISTURBED OR P Y COMPACTED FILL PER SPECIFICATIONS. I.G. I.G. INSTALLED REFER 1/E-4 CUSTGER\ 5. DETAIL FOR 40' POLE W/MAX. FIXTURE EPA 4.6 SQ.F7. ,'TYPICAL WIRING FOR ONE CASH REGISTER CIRCUIT. SERVICE 5. FOR INFORMATION PURPOSES ONLY. FINAL DESIGN SHALL BE COORDINATED WIT COAX CARD, C OWNER pFS;< CIVIL ENGINEERS FOR SOILS AND WIND LOADS PRESENT AT SITE. NOTE: DO NOT RUN CASH REGISTER CIRCUITS IN SAME CONDUIT FURNISHED, CONTRACTOR WITH OTHER CIRCUITS. INSTALLED, NOTE 3.3,35 PARKING LIGHT POLE BASE CASH REGISTER GROUNDING D!.TAIL DATA CABLE RICER n NTS RE: CIVILS 4NTS PIE: 3/E-4 NTS RE: 6/E-4 2/E-4 I/E-4 . I WIR-2020 TO WIR-2920 TO EM/IFP-16 INTERF CE PANEL EXECUTIVE CONTROLLER EXECUTIVE CONTROLLER LBR-24,26 � H _ �.—_...,..._...,.m..,-..,.. EMIIFP-4 (2012) H o-- o 000 N 0 0 0 o I LBF-4 H 0 o G N o ' - o— 0— o 0 0 0 ' , G - o ' BLUE BI_ E BL E W WHITE WHIT WHITE RITE E WHITE WHITE HIT WHITE RED RED REp RED RED RED RED RED RE 6------ RED WHITE RED WHITE BLUE BLUE BLUE UE BLUE BLUE BLUE BLUE LC-3 ON LC-3 ON LC-3 D LC-3 ON LC-3 ON LC-3 ON LC-3 ON LC-1 ON -3� CN I, ' LC'-3 ON LC-1 ON F12O1 I ' OFF ' OFF _ ' 0 F _ ' OFF ( _ ' OFF I '' OFF I _ ' OFF ' _ ' OFF I _� a I I i OFF LC 3 LC 3 LC 3 LC 3 LC 3 LC-3 LC 3 LC 1 `' -/ 'LC-3 OFF LC-1 OFF --*-1 I HL-27 I HL-5 I HL-28 HL-55 0HL-1 HL-25 HL-3 — I I --+ —{ --�—{ HL_8 HL-2tl HL-4 HL-28 HL-B HL•�JQ HL P9, HL-57 AAREA' COVERBF22HL-7 HL-31 I HL-9 HL-33 HL-11 HL-35 LBF-18LB -24iHL-63,65 i G AREA' LBF-16 F- LB HL-8 -�-i HL-32 —+-1 HL-10-`-{ HL-34-}-i HL-12-+- i HL-36-+ -� -+--i - -24 -I 19 NL-13 HL-37 � HL-15 HL-39 HL-17 HL-41j— �, HL-14 HL-38 HL-16 HL-18 LBF-21 LB -28 26 —II— HL-40 I I I HL-42 ::::F HL-66,6 SECURITY LC-4 ON LBF-21 LB -30 VESTIBULE r � � � � LIGHTING LB. 23 � I F LB -30 �--� f—i- LIGHTS HL-19 HL-43 HL-21 ` HL-45 HL-23 HL-47 HL-62,64r-; r - ' OFF LBF-27 - LBF-BF-I 39 HL-20 HL-44 HL-22 HL-46 HL-24 HL-48 -�- �'�� S ITCH AT RECEIVING LOCK i HL-56 SWITCH AT RECEIVINo LC 4 e OFFICE LBF-29 LBF-36 _`� .i h--F-• _k'_t _t_i -t-1 h--'- IP-- NORMALLY CLOSED HL-49 I ' HL-51SALEIf S LIGHTS LIGHTS SALES LIGHTS SALES LIGHTS SALES LIGHTS SALES LIGHTS _SALES L I GH1 S FRONT PARKING HL-59� DIS AY POWER DISPLAY POWER mot, LOT—;--11----;— POPS DROPS AR R �.-. E CONTACTOR CONTROL DETAIL 17 38 44 NTS RE: 1/E-9 FRONT ONTACTOR CONTROL DETAIL 17 38 44 NTS RE: 1/E-9 ELECTRICAL DETAILS PON A c FT PIERCE, FL FAC. PLAN: 3/1/89 JOB NUMBER: 148541/89-807.1 DATE: MAY 23,1989 DRAWN BY: JAC X SHEET NUMBER: OF 9 V v'IA G SWITCH SCHEDULE WITCH NO. LOAD SERVED VOLTS PHASE AMPS FUSES NEMA. ENCL, REMARKS WIRES S-2 BALER 600V 30A NOT 1'j NOTE a 3 PH FUSED 3W -4 AIR COMPRESSOR 600V 30A FUSIBLE I NOTE a,c 3 PH HVAC EQUIPMENT 3 W NOTE a,b -5 COMPACTOR 600V 30A NOT I NOTE a 3 PH FUSED 3W -6 COOLER CONDENSER 600V 3 PH 100A FUSED 3R' NOTE a,e -7 FREEZER CONDENSER 3 W 100A -10 SATELLITE 240V 30A FUSIBLE 31 NOTE a,d `DISH 1PH 2 W/SN S-11 ZERO ZONE 240V 30A FUSIBLE 11 NOTE a,e FREEZERS 1PH 2 W/SN 5-12 30 KW 600V 60A FUSIBLE 1i NOTE a,e UNIT HEATER 3PH 3W SWITCH NOTES: ALL SWITCHES SHALL BE HEAVY DUTY, 1. RTU EQUIPPED WITH 'HACK' MAIN BREAKERS LISTED FOR AIR CONDITIONING EQUIPMENT. PRIOR TO BID SUBMITTAL ELECTRICAL CONTRACTOR SHALL VERIFY WITH LOCAL CODE ENFORCEMENT THAT ADDITIONAL DISCONNECTING MEANS WILL NOT BE REQUIRED. c. FUSE IN CONFORMANCE WITH NEC 430-53 (C). d. FUSE WITH FRN-R2 OR GOULD SHAWMUT TRN CLASS RK-5. e. SIZE DUAL ELEMENT TIME DELAY FUSES PER EQUIPMENT MANUFACTURER'S NAME PLATE REQUIREMENTS. SUSSMAN FRS-R AND GOULD-SHAWMUT TRS-R ONLY ACCEPTABLE FUSES. LIGHTING FIXTURE NOTES a. ALL FLUORESCENT LAMPS SHALL BE 1. BALLAST TO BE C A-4F/48OV. GENERAL ELECTRI 'WA TT W T MISER', SYLVANIA 'SUPER SAVER'. OR WESTINGHOUSE m. BALLASTS FOR DESIGNATED 277V FIXTURES 'ECONOWATT'. COLOR: COOL WHITE TYPES SHALL BE UNIVERSAL 0443-L-SLH-TC-P - OR ADVANCE #V-2540-TP. b. DESIGNATED FIXTURE TYPES SHALL HAVE 0 DEGREE BALLASTS. ALL METAL FIXTURE n, FURNISH FIXTURE WITH HOOK, LOOP AND PARTS SHALL BE PAINTED AFTER FABRICATION SAFETY CHAIN PER DETAIL. PORTABLE FOR RUST MOUNTING OPTION KIT MAY BE SUPPLIED. ' (RESISTANCE. C. BALLASTS FOR DESIGNATED 277V FIXTURE p. FOR DESIGNATED IXTURES MOUNTED ON TYPES SHALL BE UNIVERSAL 0827-SLH-TC-P. FINISHED CEILINGS. FURNISH TWO LITHONIA ' JEFFERSONI#300-4798-800. ADVANCE HOOKER HANGERS OR EQUAL. HANGERS SHALL #V-2E75-S-TP. OR GE#8G1014W HAVE A MINIMUM OF i' AIRSPACE TO CEILING. d. EXTERIOR WALL MOUNTED OVER RECESSED JUNCTION q, THERE SHALL BE NO SUBSTITUTIONS FOR BOX. 16`0' AFF FOR FOUR FIXTURES DESIGNATED FIXTURE TYPES. FIXTURES SHALL AT FRONT F STORE AND 20'-0' AFF OTHERWISE BE SUBMITTED EXACTLY AS SPECIFIED ON m SCHEDULE. e. ON SUBMIT ALS SHOW BALLAST CATALOG NUMBER WITH ANY PTION NUMBERS. h. FOR FIXTURES 'SUSPENDED FROM STRUCTURE, UTILIZE TWO TONE CLAMP TYPE 'CHAIN HANGER f. DESIGNATE FIXTURE TYPES SHALL BE U.L. OR APPROVED EQUAL. MOUNTING HEIGHTS SHALL LISTED AND LABELED FOR DAMP LOCATIONS. BE AS INDICATED. g. OESIGNATEb METAL HALIDE FIXTURES SHALL s. ATTACH DESIGNATED FIXTURE TO T-BAR PER HAVE LENS S THAT ARE APPROVED BY LAMP NEC 410-16 (c). MANUFACTURER AND U.L. LISTED IS REQUIRED.(( t.'LAMPS SHALL BE AL -MART FURNISHED, CONTRACTOR INSTALLED: CONTRACTOR SHALL h. FURNISH AND INSTALL ONE MCGILL #1433 NOTIFY THE WAL- ART, INC. CONSTRUCTION ON FIXTURE. MANAGER UPON AWARD OF CONTRACT TO ARRANGE FOR PROCUREMENT AND DELIVERY k. VERIFY IN SPECIAL CONDITIONS OR ON SITE OF LAMPS. PLAN WHO �URNISHES TYPE 26 FIXTURES WITH LAMPS, POLES, PAINT AND ANCHOR BOLTS. W. TRUCK DOCK LIGHT: 4'-0' 014-3 SJO CORD PARKING LOT FIXTURES SHALL BE 480V UNLESS WITH GROUNDING TYPE ATTACHMENT PLUG AND CHANGED BY OWNER. SEE SPECIFICATIONS WIRE -MESH STRAIN RELIEF FITTING SECTION. (KELLEMS OR EQUAL). W. CONTACTOR SCHEOUL LABEL AS MANUFACTURER, COIL CONTACTS REMARKS SHOWN CATALOG NO., ENCLOSURE VOLTS NO. LOAD SERVED LC1 REFER TO SQUARE '0' 120V 20A, 600V MECHANICALLY HELD i ELEC. DETAILS LXO-40 4 POLES NOTE A,B,C,D OPEN LC2 REFER TO SQUARE '0' 120V 20A, 600V MECHANICALLY HELD ELEC. DETAILS LXG-40 4 POLES NOTE A,B,C,D NEMA 1 LC3 REFER TO SQUARE '0' 120V 20A, 600V MECHANICALLY HELD ELEC. DETAILS LXD-1200 12 POLES NOTE A,B,C,D OPEN LC4 REFER TO SQUARE 40' 120V 20A, 600V MECHANICALLY HELD ELEC. DETAILS LXD-60 6 POLES NOTE A,B,C,O OPEN CONTAC OR NOTES: A, LABELING OF CONTACTORS IS REQUIRED. REFER TO EM CONTACTOR DETAILS FOR QUANTITY OF CONTACTORS REQUIRED. MOUNT IN NEMA 1 ENCLOSURE. B. SQUARE 002, ASCO, AND WESTINGHOUSE ARE THE ONLY ACCEPTABLE MANUFACTURERS. C. ON EQUIPMENT SUBMITTALS, LIST CONTACTORS AS LC1 ETC., CAT NUMBER, COIL VOLTAGE, NUMBER OF POLES. 0, NO SUBSTITUTIONS. LAMPS FIX MANUFACTURER VOLTS MOUNTING FIXTURE NOTES QTY - WATTS ORDER NO. CATALOG NO. TYPE NUMBER 16 GROUSE -MINDS 120/: FURNISHED WALL EXIT SIGN WAGR-OW 277 ! WITH FIXTURE (BACK LITHONIA MOUNT) F2ES1R-ELN 8'-6- AFF NOTES: q 17 LITHONIA 120/ FURNISHED 12'-0' EMERGENCY WTELU-4-DY-H 277 WITH FIXTURE AFF LIGHT CHLORIDE WALL OR CMF25-TN2-TD 3/4' SURE-LITES PLYWOOD 12XR-206-TDM MOUNTING DUAL-LITE BOARD WMML-481-T SECURED TO COLUMN NOTES: q 20 HI-TEK 277 1-175W SYLVANIA WALL SECURITY WTTWP 175MP-277 METAL HALIDE MS1751HOR 20'-0' LIGHT KEENE A.F.F. MW333-4 M175/BU/BO BRONZE GENERAL ELECTRIC (ONLY) C583N314 NOTES: DAY BRITE d,e,f,g,q WL17MH-MT-PX LUMARK MHWL-175-277 26A GARDCO WGDHI940-480 480 4-40OW SYLVANIA POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE MS400/HOR NOTES: 40,000 LUMENS g,k,l,q 266 GARDCO WGOH192Q-480 480 2-40OW POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE 20,000 HR. NOTES: LIFE 9,k,l,q 26C GARDCO WGDH191Q-480 480 1-40OW POLE PARKING 40OMH-BAP TRS-39PP METAL HALIDE NOTES: g,k,l,q 26A GARDCO WGDH194VS-480 480 4-40OW SYLVANIA POLE PARKING -V 40OMH-BRP TRS-39PP METAL HALIDE MS400/BU NOTES: 40,000 LUMENS g,k,l,q 268 GARDCO W60HI92VS-480 480 2-40OW POLE PARKING -V 40OMH-BRP TRS-39PP METAL HALIDE 20.000 HR. NOTES: LIFE g,k,l,q 26C GARDCO WGDH191VS-480 480 1-40OW POLE PARKING -V 40OMH-BRP TRS-39PP METAL HALIDE NOTES: g,k,l,q 26K GARDCO WGDH193VS-480 480 3-40OW POLE PARKING -V 40OMH-BRP TRS-39PP METAL HALIDE NOTES: 9,k.l,q 260 GAROCO WODH191FM-480 480 1-40OW SYLVANIA POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE MS400/HOR NOTES: 40,000 LUMENS g,k,l,q 26E GARDCO WGDH1921-480 480 2-40OW POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE 20,000 HR. NOTES: LIFE g,k,l,q 26F GARDCO WBOH1911-480 480 1-40OW POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE NOTES: g,k,l,Q 26G GARDCO WGDH1913-480 480 1-40OW POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE NOTES: g,k,l,q 26J GAROCO WGDH1923-480 480 2-40OW POLE PARKING 40OMH-BRP TRS-39PP METAL HALIDE NOTES: g,k,l,q 26X GARDCO WGDH264VS-480 480 4 10DOW SYLVANIA POLE PARKING -V 1000MH-BRP METAL HALIDE M1000/U NOTES: TRS-39PP g,k,l,q 88,000 LUMENS 12,000 HR, LIFE 37 PHOENIX 120 1-150'W 150 PAR38FL WALL TRUCK DOCK OL-300-D3 INCANDESCENT NOTES: q,v FOSTORIA OCK-40VA LAMPS FIX MANUFACTUREF VOLTS MOUNTING FIXTURE NOTES CITY NO. CATALOG NO. TYPE NUMBER NUMBER 1 WILLIAMS 277 2 - BOW F96T12CW/SS CEILING 8' INDOOR 7636-277V-MK3 FLUORESCENT STRIP LITHONIA WTC-296-277-ES KEYSTONE CS296-LE2 DAY-BRITE C296-ESB-277 METALUX WMSS-296-277-LE3 BENJAMIN SWM-218-ES-277 KEENE MW296SL-.277-LE NOTES: MID -WEST (CHANDEL ER S-296SLH-277 r,s 2 WILLIAMS - 277 21- BOW- - F96T12CW/SS CEILING 8' OUTDOOR 7636-277VDL-LO FLUORESCENT STRIP LITHONIA WTUN 296 277 DL '- KEYSTONE Ali K296-LL-277-DL-C D AV-BRIrTE - - C296 LT77 2 METALUX - 677-DL WMSTN-2..a 2 L BENJAMIN SWM-218-OILCW-277 KEENE M"W296SL-PP-277-C 5L MID -WEST CHANDEL L; NOTES: S-296CW-OL-277 a,b,f,p,q 3 WILLIAMS - — - 277 2 - 32W F48T12CWISI�S CEILING 4' INDOOR 7631-277V FLUORESCENT STRIP LITHONTA WTC 248 277 KEYSTONE CS248-277 DAY-BRITE C248-277 METALUX WMSS-248-277 BENJAMIN SWM-2^4-277 KEENE MW248SL-277 MID -WEST CHANCEL F' NOTES: S-248-277 I'; a,m,p,q,s 4 PASS & SEYMOUR 120 1 10OW 100A CEILING' PORCELAIN 44 INCANDESCENT KEYLESS GENERAL ELECTRIC LAMP GE 5740-7 HOLDER ARROW -HART 111 BRYANT 5228 LEVITCN 9875 NOTES: PAULDING h q 1625 9 DAY-BRITE 277 1-40OW t REFER H84CMH-27-S16 METAL TO GENERAL ELECTRIC,._ HALID DETAIL GHS40MOA5'V6 OFCI1 51E-6 HI-TEK 0 A161n 4 WTTHS 0� L IMA.RK NOTES: WMHSS-SA15M-40C e,n,q,t 10 PESCOLITE 120 2-60W 60A CEILING DRUM 7610 INCANDESCENT LIGHT LUMALTER HLX-10 LITHONIA, NOTES: SP9 q 11 - --- HALO 120Y I- COW IOOWIA-19 RECESSED H7-400 INCANDESCENT CEILING LIGHTOL.IER 1102-1171 NOTES: q 13 GROUSE -HINDS 1201 FU NISHED CEILING EXIT SIGN WAGR-OD 277 WITH (TOP LITHONIA FIXTURE MOUNT) - F2ES2R-ELN DBL FACE) 8'-6' AFF NOTES: q 14 CROUSE-HINDS 1201 FU NISHEO WALL EXIT SIGN WAGR-00 277 WITH (SIDE LITHONIA FIXTURE MOUNT) FES2R ELN OSL FACE) 8'-6- AFF NOTES: q 15 CP,OUSE-HIM7DS. 1201 FURNISHED 60A CEILING EXIT SIGN WAGR-OX. 277 W TH FIXTURE (TOP LITHONIA MOUNT) FESSR ELN 8'-6' AFF NOTES: q DRY TY E 'TRANSFORMER SCHEDULE xPRIM Y SECONDARY TRANS. KVA MOUNTING VOLTS PHASE WIRES VOLTS PHASE WIRES NUMBERS TF 75 480V DELTA 3 PH. 3 W I20/208 YE 3 PH. 4 W CEILING MOUNTED MEMBERSHIP TO 75 480V 3 PH. 3 W 120/208 3 PH. 4 W FLOOR MOUNTED DELTA WYE MEZZANINE TR 225 480V DELTA 3 PH. 3 W S20/208 WYE 3 PH. 4 W FLOOR MOUNTED CE RM. (600 C RISE) NEC-450- 21 (b) EXCEPT 1 TT 30 480V DELTA 3 PH. 3 W 120/208 WYE 3 PH. 4 W CEILING MOUNTED T.M.A * WITH TAP ELECTRICAL SCHEDULE cz 0 m FT PIERCE, FL FAC. PLAN: 3/1/89 JOB NUMBER: 148541/89-807.1 DATE: MAY 23.1989 DRAWN BY: JAC Z. SF . SHEET - �' NUMBER: E70F 9 LCL (COOLER) PANELBOARD 225A2MAIN 1G,000 Al GROUND BA SURFACE MOUNT LUGHONLY CIR WIRE BRKR CIR WIRE BRKR NO. DESCRIPTION- SIZE AMP PL NO, DESCRIPTION SIZE AMP PL 1 COOLER DISPLAY AEC. 10 20 1 2 COOLER DISPLAY REC. 10 20 1 3 COOLER DISPLAY REC. 10 20 1 4 COOLER DISPLAY REC. 10 20 1 5 COOLER DISPLAY REC. 10 20 1 6 COOLER DISPLAY REC. 10 20 1 7 COOLER DISPLAY REC. SO 20 1 8 COOLER DISPLAY REC. 10 20 1 9 COOLER DISPLAY REC. 10 20 1 10 COOLER DISPLAY REC. 10 20 1 11 COOLER DISPLAY REC. 10 20 1 12 COOLER DISPLAY REC. 10 20 1 13 COOLER DOOR LIGHTS 10 20 1 14 ENERGY MGMT. IOM 12 20 1* 15 COOLER DOOR LIGHTS 10 20 1 16 INTERIOR COOLER LTGS 12 20 1 17 COOLER DOOR LIGHTS 12 20 1 18 DOOR HEATERS 12 20 1 19 SPACE 20 DOOR HEATERS 10 20 1 21 SPACE 22 DOOR HEATERS 10 20 1 23 LIGHT/HORN ALARM 12 20 1 24 DOOR HEATERS 10 20 1 25 ZERO ZONE BOX 12 20 2 26 SPECIAL DISPLAY 10 20 1 27 28 SPACE 29 ZERO ZONE BOX 12 20 2 30 SPACE 31 32 ZERO ZONE RECEPT, 12 20 1 33 ZERO ZONE BOX 12 20 2 34 ZERO ZONE RECEPT. 1 20 1 35 36 ZERO ZONE RECEPT, 1 20 1 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE * BREAKER TO BE EQUIPPED WITH HANDLE LOCK DEVICE LF (RIGHT FREEZER) 120/208V, 3 PH, 4W 225A MAIVUG ONLY 10,000 AI GROUND BA SURFACE MOUNT CIR WIRE BRKR CIR WIRE BRKR NO. DESCRIPTION SIZE AMP PL NO. DESCRIPTION SIZE AMP PL 1 FREEZER DISPLAY REC. 10 20 1 2 FREEZER DISPLAY REC. 1 20 1 3 FREEZER DISPLAY REC. 10 20 1 4 FREEZER DISPLAY REC. 13 20 1 5 FREEZER DISPLAY REC. 10 20 1 ` 6 FREEZER DISPLAY REC. 1 20 1 7 FREEZER DISPLAY REC. 10 20 1 8 FREEZER DISPLAY REC. 1 20 1 9 FREEZER DISPLAY REC. 10 20 1 10 FREEZER DISPLAY REC. 1 20 1 11 FREEZER DISPLAY REC. 10 20 1 12 FREEZER DISPLAY REC. 1 20 1 13 FREEZER DOOR LIGHTS 10 20 ;1 14 FREEZER DOOR HEATER 1 30 1 15 FREEZER DOOR LIGHTS 10 20 1 16 FREEZER DOOR HEATER 1 30 1 17 FREEZER DOOR LIGHTS 10 20 1 18 FREEZER DOOR HEATER Ip 30- 1 19 FREEZER DOOR LIGHTS 10 20 1 20 FREEZER DOOR HEATER 8 30 1 21 FREEZER DOOR LIGHTS ,10 20 1 22 FREEZER DOOR HEATER 8 30 1 23 FREEZER DOOR LIGHTS ,10 ` 20 1 24 FREEZER DOOR HEATER 10 30 1 25 DOOR FRAME HEATER 12 20 1 26 FREEZER DOOR HEATER 10 30 1 27 INSIDE FREEZER LTGS 12 20 1 28 FREEZER DOOR HEATER 1 30 1 29 DOOR SILL HEATER 10 30 1 30 EMIIFP 1 20 1* 31 COL DISPLAY RECPT 10 20 1 32 ZERO ZONE BOX 1 - '20 2 33 CONDENSATE HEATER 10 20 1 34 35 LIGHT/HORN ALARM 12 20 1 36 ZERO ZONE BOX 12 20 2 37 ZERO ZONE RECPT 12 20 1 38 39 ZERO ZONE RECPT 12 20 1 40 ZERO ZONE BOX 1 20 2 41 ZERO ZONE RECPT 12 20 1 42 43 FRZR. DISPLAY RECPT 10 20 1 44 SPACE 45 FRZR. DISPLAY RECPT 10 20 1 46 SPACE 47 SPACE 48 SPACE * BREAKER TO BE EQUIPPED WITH HANDLE LOCK DEVICE G (CENTER FREEZER) P A N E L D O A R D 225A MAINC GROUND BAR SURFACE MOUNT H UGONLY CIR WIRE BRKR CIR WIRE BRKR NO. DESCRIPTION SIZE AMP PL NO. DESCRIPTION SIZE AMP PL 1 FREEZER DISPLAY REC. 10 20 1 2 FREEZER DISPLAY REC. 1 20 1 3 FREEZER DISPLAY REC. 10 20 1 4 FREEZER DISPLAY REC. 1 20 1 5 FREEZER DISPLAY REC. 10 20 1 6 FREEZER DISPLAY REC. 1) 20 1 7 FREEZER DISPLAY REC. 10 20 1 8 FREEZER DISPLAY REC. 1 - 20 1 9 FREEZER DISPLAY REC. 10 20 1 10 FREEZER DISPLAY REC, 1 20 1 11 FREEZER DISPLAY REC. 10 20 1 12 FREEZER DISPLAY REC. 1 20 1 13 FREEZER DOOR LIGHTS 10 20 1 14 FREEZER DOOR HEATER 1 30 1 15 FREEZER DOOR LIGHTS ; 10 20 1 16 FREEZER DOOR HEATER 1 30 1 17 FREEZER DOOR LIGHTS 10 20 1 18 FREEZER DOOR HEATER 1 30 1 19 FREEZER DOOR LIGHTS 10 20 1 20 FREEZER DOOR HEATER 30 1 21 FREEZER DOOR LIGHTS 10 20 1 22 FREEZER DOOR HEATER 3 30 1 23 FREEZER DOOR LIGHTS 10 20 1 24 FREEZER DOOR HEATER 1 30 1 25 DOOR FRAME HEATER 12 20 1 26 FREEZER DOOR HEATER 1 30 1 27 INSIDE FREEZER LTGS 12 20 1 28 FREEZER DOOR HEATER 1 30 1 29 DOOR SILL HEATER 10 30 1 30 EM/IFP 1 20 1* 31 SPACE 32 ZERO ZONE BOX 1 20 2 33 CONDENSATE HEATER, 10 20 1 34 1 35 LIGHT/HCON ALARM 12 20 1 36 ZERO ZONE BOX I� 20 2 37 ZERO ZONE RECPT 12 20 1 38 39 ZERO ZONE RECPT 12 20 1 40 ZERO ZONE BOX 1 20 2 41 ZERO ZONE kCPT 12 20 1~ 42 * BREAKER TO,SE EQUIPPED WITH HANDLE LOCK DEVICE LT (TIRE MOUNT AREA) PANELBOARD 100A2MAIN BREAKERw 10,000 AIC GROUND BAR SURFACE MOUNT CIR WIRE BRKR CIR WIRE BRKR NO. DESCRIPTION SIZE AMP P NO. DESCRIPTION SIZE AMP PL 1 DOOR RECEPT. GFI 12 20 -1 2 3 DOOR RECEPT. GFI 12 20 1 4 TIRE BALANCER 10 20 3 5 DOOR RECEPT. GFI 12 20 1 6 7 LIFT 8 30 1 8 9 LIFT 8 30 1 10 'TIRE BALANCER 10 20 3 11 LIFT 8 30 1 12 13 LIFT 10 30 1 14 SPACE 15 AIR DRYER 12 20 1 16 EWC/EF-2 10 20 1 17 HAND DRYER 8 30 1 18 :WATER HEATER 10 20 1 19 LIFT AREA GFI 12 20 1 20 SPACE 21 SC RECPT. 12 20 1 22 CUSTOMER REC, GFI 12 20 1 23 LIFT AREA GFI 12 20 1 - 24 SPACE 1111208V, 3 PH, 4W L CoPANELBOARD 100A MAIN BREAKER 10,000 AIC (COMPUTER) ISOLATED GROUND BAR SURFACE MOUNT CIA WIRE BRKR CIA WIRE BRKR NO. DESCRIPTION SIZE AMP PL NO. DESCRIPTION SIZE AMP PL 1 CHECK OUT REGISTER 10 20 1 2 COMPUTER SO 20 1 3 CHECK OUT REGISTER 10 20 1 4 COMPUTER 10 20 t 5 CHECK OUT REGISTER 10 20 1 6 COMPUTER 10 20. 1 7 CHECK OUT REGISTER 10 20 1 8 COMPUTER 10 20 1 9 CHECK OUT REGISTER 10 20 1 10 CUSTOMER SERVICE 10 20 1 11 CHECK OUT REGISTER 10 20 1 12 CUSTOMER SERVICE 10 20 1 13 MEMBERSHIP RECPT. 8 20 1 14 CUSTOMER SERVICE 10 20 1 15 MEMBERSHIP RECPT. 8 20 1 16 SPACE 17 SPACE 18 SPACE 19 SPACE 20 SPACE 21 SPACE 22 SPACE 23 SPACE 24 SPACE 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 30 SPACE LBF 3 PH, 4W PANELBOARD 2MAIN 225A MAI BREAKER 10,000 AIC (BRANCH FRONT) GROUND BAR SURFACE MOUNT CIR WIRE BRKR C R WIRE BRKR NO. DESCRIPTION SIZE AMP PL N . DESCRIPTION SIZE AMP PL 1 AUTOMATIC DOOR 12 20 1 21COL RECEPTS 10 20 1 3 AUTOMATIC DOOR 12 20 1 4 FRONT INTERFACE PNL. 10 20 1* 5 AUTOMATIC DOOR 12 20 1 6 VESTIBULE/FRONT RECEPT 12 20 1' 7 AUTOMATIC DOOR 12 20 1 8' COL RECEPTS 10 20 1 9 AUTOMATIC DOOR 12 20 1' 10 COL RECEPT/RTU RECEPT 10 20 1 11 AUTOMATIC DOOR 12 20' 1 12 SECURITY CAMERA 12 20 ;1 13 AUTOMATIC DOOR 12 20 1 14 JEWELRY 8 20 1 15 AUTOMATIC DOOR 12 20 : 1 16 JEWELRY 8 20 1 17 MEMBERSHIP DESK 12 20 1` 18 SPACE 19 ELECTRONICS 8 20 1 20 ELECTRONICS 6 20 1 21 ELECTRONICS 8` 20 1 22 ELECTRONICS 6 20 1 23 ELECTRONICS 8 20 1 24 ELECTRONICS 6 20 1 25 ELECTRONICS 8 20 1 26 ELECTRONICS 6 20 1 27 ELECTRONICS 8 20 1 28 ELECTRONICS 6 20 1 29 ELECTRONICS - 8 20 1 30 ELECTRONICS 6 20 1 31 COL RECEPTS 10 20 - 1 32 ELECTRONICS 6 20 1 33 ELECTRONICS 10 20' 1 34 ELECTRONICS 6 20' 1 35 ELECTRONICS 10 20 1 36 ELECTRONICS 6 20 1 37 OFFICE EQUIPMENT 10 20 - 1 38 SPACE 39 OFFICE EQUIPMENT - 10 20 1 40 SPACE 41 OFFICE EQUIPMENT 10 20 1 142 SPACE * BREAKER TO BE EQUIPPED WITH HANDLE LOCK OFF DEVICE. em (TIRE MOUNT AREA) PANELBOARD 225A4MAIN LUGS ONLY 14,000 AIC GROUND BAR SURFACE MOUNT CIR WIRE BRKR CIR WIRE BRKR NO. DESCRIPTION SIZE AMP P NO. DESCRIPTION SIZE AMP PL 1 2 3 TRANSFORMER 'TT' 8 40 3 4 AIR COMPRESSOR 10 30 3 5 6 7 8 SPACE 9 FAN EF-1 12 20 3 10 LIGHTS 12 20 1 11 12 SPACE 13 SPACE 14 15 SPACE 16 UH-3 8 50 3 17 SPACE 18 19 SPACE 20 21 SPACE 22 UH-4 8 50 3 23 SPACE 24 25 SPACE 26 27 SPACE 28 UH-5 8 50 3 29 SPACE 30 HD (BATTERY CHARGERS) 277/48OV, 3PH,.4W 125A MAIN LUGS ONLY 14,000 AIC GROUND BAR SURFACE MOUNT CIA WIRE BRKR CIR WIRE BRKR NO. DESCRIPTION SIZE AMP PL NO. DESCRIPTION SIZE AMP PL 1 21 3 BATTERY CHARGER 12 20 3 4 BATTERY CHARGER 12 20 3 5 6 7 81 9 BATTERY CHARGER 12 20 3 itl_ BATTERY CHARGER 12 20 3 11, 12l 13 14 15 BATTERY CHARGER 12 20 3 16 BATTERY CHARGER 12 20 3 17 18 19 20 21 23 BATTERY CHARGER 12 20 3 2211 24 BATTERY CHARGER 12 20 3 25 SPACE 26 SPACE 27 SPACE 28 SPACE 29 SPACE 130 SPACE L Fi) PANELBOARD 600A2MAIN BRC AXER 14,000 AIC (BRANCH REAR) ISOLATED GROUND BAR SURFACE MOUNT CIR WIRE BRKR CIR WIRE BRKR NO. IDESCRIPTION SIZE AMP PL NO. DESCRIPTION SIZE AMP PL 1 DOCK S.C. RECEPT 10 20 1 2 RECEV OFF/IG RECPT 10 20 1 3 DOCK RECEPTS 8 20 1 4 EXECUTIVE CONTROLLER 12 20 1* DOCK RECEPTS 8 20 1 6 WATER HEATER 6 20 1 7 RECEV EWC RECEPT. 4 20 1 B SATELLITE AEU 10 20 Ij 9 RECEV EWC RECEPT. 4 20 1 10 SPACE 11 COL RECPT/RTU RECPT 8 20 1 12 SPACE 13 COL RECPT/RTU RECPT 8 20 1 14 HAND DRYER 4 30 1 15 'S.C. RECPT/DOOR CALL 10 20 1 16 SPACE 17 CLAIMS RECPT 12 20 1 18 SPACE 19 CIG./STAMP MACH 8 20 1 20 SPACE 21 CIG./STAMP MACH 8 20 1 22 SPACE 23 MARKING MACHINE 8 20 1 24 REAR INTERFACE PNL, 12 20' 2 25 26 SPACE 27 PANEL 'LCL' 3 90 - 3 28 SPACE 29 30 31 32 EF-5/LIGHTS 12 20 1` 33 PANEL 'LCF' 1/0 150 3 34 35 36 CLAIMS I.G. 10 20 1I 37 38 39 PANEL 'LFR' 210 150 3 40 41 42 * BREAKER TO BE EQUIPPED WITH HANDLE LOCK ON DEVICE P NELDOAR0 277/48OV, 3 PH, 4W 400A M.L.O. 14.000 AIC (LIGHTING) GROUND BAR SURFACE MOUNT CIR WIRE BRKR CIR WIRE BP.KP NO. DESCRIPTION SIZE AMP PL NO. DESCRIPTION SIZE AMP PI- N SALES ROW LIGHTS 1 10 20 1 2 SALES ROW LIGHTS 2 10 20 1 3 SALES ROW LIGHTS 1 10 20 1 4 SALES ROW LIGHTS 2 10 20 1 5 SALES ROW LIGHTS 1 10 20 1 6 SALES ROW LIGHTS 2 10 20 1 7 SALES ROW LIGHTS 3 6 20 1 8 SALES ROW LIGHTS 4 8 20 1, 9 SALES HOW LIGHTS 3 8 20 1 SO SALES ROW LIGHTS 4 8 20 1'1 11 SALES ROW LIGHTS 3 6 20 1 12 SALES ROW LIGHTS 4 8 20 11, 13 SALES ROW LIGHTS 5 10 20 1 14 SALES ROW LIGHTS 6 10 20 11 15 SALES ROW LIGHTS 5 10 20 1 " 16 SALES ROW LIGHTS 6 10 20 1 17 SALES ROW LIGHTS 5 10 20 1 18 SALES ROW LIGHTS 6 10 20 1'i 19 SALES ROW LIGHTS 7 10 20 1 20 SALES ROW LIGHTS 8 10 20 1 21 SALES ROW LIGHTS 7 10 20 1 22 SALES ROW LIGHTS 6 10 20 11 23 SALES ROW LIGHTS 7 10 20 1 24 SALES ROW LIGHTS 8 10 20 1 25 SALES ROW LIGHTS 9 10 20 1 26 SALES ROW LIGHTS 10 12 20 1'. 27 SALES ROW LIGHTS 9 10 20 1 28 SALES ROW LIGHTS 10 12 20 1 29 SALES ROW LIGHTS 9 10 20 1 30 SALES ROW LIGHTS 10 12 20' 1 31 SALES ROW LIGHTS 11 12 20 1 32 SALES ROW LIGHTS 12 12 20 1 33 SALES ROW LIGHTS 11 12 20 1 34 SALES ROW LIGHTS 12 12 20 1 35 SALES ROW LIGHTS 11 12 20 1 36 SALES ROW LIGHTS 12 12 20 1L 37 SALES ROW LIGHTS 13 12 20 1 36 SALES ROW LIGHTS 14 12 20 1l 39 SALES ROW LIGHTS 13 12 20 1 40 SALES ROW LIGHTS 14 12 20 1 41 SALES ROW LIGHTS 13 12 20 1 42 SALES ROW LIGHTS 14 12 20 1 43 SALES ROW LIGHTS 15 12 20 1 44 TIRE RACK LIGHTS 12 20 1' 45 SALES ROW LIGHTS 15 - 12 20 1 46 TIRE RACK LIGHTS 12 20 1, 47 SALES ROW LIGHTS 15 12 20 1 48 TIRE RACK LIGHTS 12 20 1 49 WAREHOUSE LIGHTS 10 30 1 50 EMERGENCY LIGHTS 12 20 1 51 WAREHOUSE LIGHTS 10 30 1 52 EMERGENCY LIGHTS 8 20 1 53 WAREHOUSE LIGHTS 10 30 1 54 EMERGENCY LIGHTS 10 20 1 55 SECURITY SIDE LTGS. 10 20 1 56 VESTIBULE/FRONT LTGS 12 20 1 57 SECURITY SIDE LTGS. 10 20 1 58 DOCK LTGS 12 20 1 59 SITE LIGHTS 20 2 60 OFFICEIMEZZ LTGS 10 20 1 61 62 SITE LIGHTS 20 2 63 SITE LIGHTS 20 2 64 65 66 SITE LIGHTS 20 2 67 SPACE 68 SPACE 69 SPACE: 70 SPACE 71 SPACE 72 SPACE .PANELBOARD F ICE) 120/208V, 3 PH, 4W 125A MAIN BREAKER 10.000 AIC GROUND BAR SURFACE MOUNT IRE BRKR CIR WIRE BRKR PTION +EXHAUST'! IZE AMP PL NO. DESCRIPTION SIZE AMP PL 2 20 1 2. LOUNGE VENDING 12 20 1 PNL, 0 20 1 4 LOUNGE VENDING 12 20 1 3 & F5 2 20 1 6 LOUNGE VENDING 12 20 1 TS 2 20 1 8 MANAGER RECPT 10 20 1 TS 2 20 1 10 SPACE 11 MEZZ REC T3 12 20 1 12 CASH RM RECPT 10 20 1 13 MEZZ PEC TS 12 20 1 14 LOUNGE RECPT 12 20 1 15 COL RECP PTU 10 20 1 16 HAND DRYER. 10 20 1 17 COL REC 10 20- 1 18 LOUNGE RECPT 12 20 1 19 RECEPTA.. F3 10 20 1 20 HAND DRYER 10 30 1 21 ELEC. WA ER COOLER 12 20 1 22 HAND DRYER 10 30 1 23 WATER HE TER 12 20 1 24 HAND DRYER 10 ' 30 1 25 TELEPHC" EO'JIP 12 20 1* 26 HAND DRYER 10 30 1 27 SPACE 28 SPACE 29 SPACE 30 SPACE 31 SPACE 32 SPACE 33 SPACE 34 SPACE 35 SPACE 36 SPACE 37 SPACE 38 SPACE 39 SPACE 40 SPACE 41 SPACE 42 SPACE BREAKER Tl Fw EQUIPPED WITH HANDLE LOCK ON DEVICE HHPANELBOARD (HVAC EQiIFb1EN7) 800A4BOVM.L.O. PH, 4W 14,000 AIC GROUND AR SURFACEMOUNT CIP WIRE BRKR CIR WIRE BRKR NO. DESCr P'TON SIZE AMP PL N0. DESCRIPTION SIZE AMP PL 1 2 3 ENERGY Fi " '•G. SYST. 10 15 3* 4 RTU #1 8 20 3 5 6 7 8' 9 RTU #2 40 3 10 RTU #3 6 40 3 11 12 13 14 15 RTU 44 6 40 3 16 RTU #5 6 40 3 17 18 19 20" 21 RTU #6 6 40 3 22 RTU #7 6 40 3 23 24 25 26 27 RTU #8 6 40 3 28 RTU 09 6 35 3 29 30 31 32 33 RTU #10 6 40 3 34 RTU #11 6 35 3 35 36 37 38 39 RTU 112 6 40 -3 40 RTU #13 5 35 3 41 42 43 44 45 RTU #14 6 40 3 46 RTU #1.5 6 35 3 47 48 49 50 51 RTU #16 6 40 3 52 RTU #17 6 35 3 53 11 54 55 56 57 RTU 018 6 40 3 58 RTU #19 6 40 3 59 60 61 62 63 RTU #20 6 40 3 64 RTU #21 6 40 3 65 66 67 68 69 RTU #22 6 40 3 70 RTU 023 10 20 3 71 72 72 73 74 RTU #24 6 40 3 75 UH-1 6 50 3 76 77 78 SPACE 79 80 SPACE 81 UH-2 6 50 3 82 SPACE 83 * BREAKER T SEEOUTPPEO WITH HANDLE LOCK ON DEVICE ELECTRICAL PANELS 0 .. i, KaC�E1T��01 BCn1 J Englpiieam- FT PIERCE. FL FAC. PLAN; 3/1189 JOB NUMBER: 148541/89-807.1 DATE: MAY 23, 1989 DRAWN BY: JAC a SHEET NUMBER: OF 9 - Y, ,y ;r j " x ': PANELDOARD 277/48OV, 3 PH, 4W i , 600A MAIN LUG ONLY a 4., 25,600 AIC A-ir T) GROUND BAR r SURFACE MOUNT WIRE BRKR CTR WIRE BRKR " 09SCRIPTION- - SIZE AMP PL NO. DESCRIPTION SIZE AMP PL •�. 2 3 TRANSFORMER °TF#, 1 90 3 4 PANEL 'HD' 3 90 3 '�Y 5 6 a'' 1 7 VESTIBULE HTRS.<: ` 8 20 1 8 `9 SPACE 10 COMPACTOR 10 30 3 V. ii'AGE 12 13 14 sw 15 TRANSFORMER 'TO' 110 90 3 16 BALER 12 20 3 17 18 20 v 21 PANEL "HT' 3/0 20D 3 22 COOLER COMPRESSOR 4 100 3 r. 23 24 25 SPACE 26 27 SPACE 28 FREEZER COMPRESSOR 110 150 3 29 SPACE 30 31 SPACE 32 33 SPACE 34 FREEZER COMPRESSOR 1/0 150 3 ' 35 SPACE 36 ALL BRANCHES TO BE FUSED SWITCHES. BUSS LPS-R OR KRP-C ONLY ACCEPTABLE FUSES., REFER TO ARTICLE 310 FIG. 310-1, DETAIL 3 FOR SPACING OF DUCTS. TO 'SE' FROM UTILITY X€R CONNECTED LOAD TABLE LOAD DESCRIPTION CONNECTED LOAD NOTE HEATING 461 KW 1 COOLING 548 KW LIGHTING 161 KW j SITE LIGHTING 28 KW REFRIGERATION 279 KW RECEPTACLE liO KW 2 MISCELLANEOUS 77 KW 3 TOTAL 1203 KW 4 NOTES TO TABLE: 1. 4.5 KW IS CONCURRENT WITH COOLING LOAD.! 2. 11 KW IS COMPUTER EQUIPMENT, REGISTERS,( ETC. 3. BATTERY CHARGERS, BAILER, COMPACTOR, TIRE MOUNTING EQUIPMENT, ETC. 4, BASED ON LARGER OF HEATING OR COOLING LOAD. 5. LARGEST MOTOR IS 10-15 H.P. 6. ELECTRIC UTILITY SHALL APPLY PROPER DEMAND FACTOR TO CALCULATE ESTIMATED MAXIMUM DEMAND. RTU BRANCH CIRCUIT TABLE RTU #'S BRANCH CIRCUIT SIZE UNIT SIZE & TYPE 1.23 3/4' 308, 1#10GR 3 TON WITH ELECTRIC HEAT 9,10,11,13, 15,16,17 1'C. 306, i#BGR 10 TON COOLING ONLY 2,3,4,5,6, 7.8,12,14, 18,19,20,21, 1'C. 3#6, 1#8GR 10 TON ELECTRIC HEAT 22,24 1. RTU EQUIPED WITH 'HACK' MAIN BREAKERS LISTED FOR AIR CONDITIONING EQUIPMENT. PRIOR TO BID SUBITTAL, ELECTRICAL CONTRACTOR SHALL VERIFY WITH LOCAL CODE ENFORCEMENT THAT ADDITIONAL DISCONNECTING MEANS WILL NOT BE REQUIRED. 2. FURNISH & INSTALL WEATHERPROOF RECEPTACLES AT SELECTED RTU'S. MOUNT RECEPTACLES ON UNIT, WITH ALL PENETRATIONS WITHIN UNIT CURB. CIRCUITS TO BE WIRED AS SHOWN. REFER TO i/E-3 FOR LOCATIONS. F 4 1 UTILITY/MAIM DISC. FEEDERS NTS RED 1/E-9 - (2) 3'C., 4#350,#1/OG, 3'C., #12W TO- 3'C.,, 4f350 MCM, 04G, REAR INTERFACE PANEL �- (2) 31/2'C.,3#500MCM, #1/OG LOSS j 1/ HH HI, r i 1 1 � 1 I SE E 2 (2) 1 1/2'C, 3#1/0 1#4GRO. LBR-4 TO EM- CONTr CONTACTORS UTILITY ELECTRICAL SERVICE ROOM , i (5) 3 1121C., 40500MCM, 1-#4/OGRD., 1 EMPTY 3 1/2' CONDUIT a o E-9 yPOWER DISTRIBUTION RISER DIAGRAM +' NTS RE: 3/E-4, 5/E-4, 6/E-4, 7/E-4 4' NOVAR ht:mm EXEC. INTER- CONTR. FACE PANEL HE I LBR-24,26 VESTIBULE CONTACTOR RE: 2/E-6 LOR 9/ (800 DEG C) ,�,y I TR 1 E-5 / (2) 3 1/2'C.4#350MCM, 1#1/OGRO., H 9 i I mm 1 cni u Ill H H �I HGRNILIGHT 4 AWG, 21C COMBINATION (TYP.) '(1) WIR 2020 COM. CABLE TO HE-21 2 1/2'C. 4#3/0 #3G - — HE-3 1 1/2°C. 3/4, 1#4G, .0,1 _1 TM '4 ZO _ 15 MANUAL PULL STATION ) NO OF LINE RESISTOR `(Tm. ) WEP EAR RIGHTONE 14 RTU-13 RTURTU-17 IRTU- . RTU-21 RTU-22 RTU-23 ll;l 24 -16 OLR NSRTH' ga ZONE ,13 !P P P { P P OLR EFTS RTU-12 RTU-13 RTU-15 RTU- RTU-20 i OLR REAR LEFT ZONE 11 P P EOLR FRONT R GHT ZONE 10 RTU-4 RTU-5 RTU-8 RTU- RTU-11 . s I f EOLR FRONT RIGHT ZONE 9 a .J� P P OLR FRONT EFT a ► ZONES RTU-1 RTU-2 RTU-3 RTU- RTU-7 RTU-9 IV,I -Ii {-F{-,ii- EOLR FRONT LEFT° ' ZONE 7 T EOLR AUXILLARY CONTACTS OF DUCT MOUNTED SMOKE DETECTOR. SPRINKLER RISE - SMOKE DETECTOR FURNISHED W EOLR ZONES 3-6 WITH RTU (TYP.) K EOLR KNOX BOX AT FIRE PUMP ROOM ZONE 2 EOLR FRONTBENTRY E.M.S. EXECUTIVE CONTROLLER FOR R.T.0 SHUTDOWN ON ALARM RE: 5lEM-2 FACP FIRE ALARM .CONTROL PANEL, NOTE FA5. FIRE ALARM DIAGRAM F NT5 RE: 1/M-3 HE-13,15,17 2'C. 301/0, #3G, i--2'C. 4#2/0, #3G, WIR-2020 1 EXEC: CONI RE: 5/EM-F TYP. i� OMI LCF TO L l�J ilsi i1li r1+1 slls lai s�io 1++! 11l1 1++1 1+11 1 i19 1111 1++r 1+1! 1++1 1101 2'C. 4#1/0, #4G, FEEDER 10'-0' MAX PER NEC 240-21 EXCEPT 2 1 1/21C. 401, #60, 1 i/4'C.4#3, 1#8G, r+ I 11 11 11 11 E-5 TO -� TELEPHONE UTILITY TMF LBO-25 FIRE ALARM SYSTEM NOTES: FA1. DUC DETECTORS ARE MOUNTED IN RETURN AIR PLENUM OF RTU PER NFPA 90A. FA2. MOL T PULL STATIONS AT STRIKE SIDE OF SINGLE DOORS, AT INTERIOR LEFTSIC OF DOUBLE DOORS, AND CENTERED AT MAIN ENTRANCEIEXIT DOORS. ``-18 AWG, 2/C EA. FA3, ZON iJG AND AUDIO UNIT LOCATIONS SHALL BE APPROVED BY LOCAL AUTHORIT HAVING JURISDICTION. LBO-3 FA4. KNC BOX SHALL BE LOCATED AT EXTERIOR WALL CENTERED BETWEEN MAIN INGRESS/ GRESS DOORS. MOUNT UNIT FLUSH AT 8'-0'. AUDIO UNIT SHALL, BE (MOUNT D 1'-0' ABOVE KNOX BOX; ASSOCIATED SIGNAGE SHALL BE MOUNTED ABOVE AU IO UNIT, FA5. FIR ALARM CONTROL PANEL SHALL BE LOCATED IN THE IMMEDIATE VICINITY OF THE MAIN ENTRANCE; CONFIRM FINAL LOCATION WITH AUTHORITY HAVING JURISOIC :ON. FA5. ANY ALARM SIGNALS'ENGERY MANGEMENT SYSTEM EXECUTIVE CONTROLLER TO SHUTO WN ALL'RTU'S. FA7. FIR ALARM SYSTEM NOT PART OF CONTRACT. FURNISHED AND INSTALLE BY OTHERS: TELEPHONE BOARD 4' x 8' x 3/4' PLYWOOD PAINT TO MATCH WALL 3' PVC TO MEZZANINE 1 3 E-5 E-5 WIR-2020 TO EXECUTIVE CONTROLLER 1 1/2'C.- ) 4#3,1#8G, _ TF FRONT INTERFACE + PANEL 2 1/2'C 4#410,1#4G LBF-4 LTr4^ 44)I III I/1 IBULE/FRONT ACTOR CONTROL Im HT-3 1'C, 308, #10G, TT HT EMBERSHIP TIRE MOUNTING AREI f i`l 42. NOT USED, 43. NOT USED. 's 44. ENERGY MANAGEMENT CONTACTORS: A. CONTACTORS SHALL BE MECHANICALLY HELD. SEE CONTACTOR SCHEDULE FOR ORDERING IMFORMATION. CONTACTORS WITH MORE POLES MAY BE SUBSTITUTED.r B. LABEL EACH WIRE WITH ITS CIRCUIT „a " NUMBER AND TIE WIRE GROUPS TOGETHER WITH TY-RAPS OR EQUAL. C. CONTACTOR SHALL BE GROUPED ACCORDING TO PANELBOARO FEEDING CONTROLLED;i CIRCUIT & LOCATED NEXT TO PANEL80ARD. D. MAINTAIN A MINIMUM OF 6' SPACING " BETWEEN CONTACTOR ROWS. Vi E. FURNISH AND INSTALL HOFFMAN (OR EQUAL) s NEMA1 HINGED -DOOR CABINET WITH LOCKING HANDLE AND REQUIRED DIMENSIONS (NOT SHOWN) WHEN MORE THAN 1 CONTACTOR PROVIDE DOOR T MOUNTED NAMEPLATE TO READ AS FOLLOWS: 'LIGHTING CONTACTOR PANEL, CAUTION PANEL CONTAINS VOLTAGE FROM SEVERAL SOURCES. AUTHORIZED PERSONNEL ONLY.' �. F. ELECTRICAL CONTRACTORS SHALL MAKE CONNECTIONS TO INTERFACE PANELS AS DIRECTED BY ENERGY MANAGEMENT CONTRACTOR.' G. REFER TO SHEETS EM-1, EM-2 AND R-2 FOR ADDITIONAL DETAILS. „ � K 'r� f k 1 I' I x L` .fjt'•M1' 'y 1+ s °• r' h �1 ONELINE DIAGRAM he cornmuning n F? FT PIERCE, FL FAC. PLAN: 3/1/89 C JOB NUMBER: 148541/89-807,1 DATE: MAY 23, 1989 DRAWN BY: JAC SHEET_ NUMBER: E-9 OF 9 5S SANITARY SEWER ---•— DOMESTIC COLD WATER ---->_-- DOMESTIC HOT WATER G NATURAL GAS A COMPRESSED AIR ------CD CONDENSATE DRAIN •-•-- F FIRE PROTECTION SUPPLY - - - - - - - - - - PLUMBING VENT - ---f h ---- UNION G#_ _- ELBOW - TURNED DOWN °y -- 0! ELBOW - TURNED UP TEE - TURNED DOWN t TEE - TURNED UP GATE VALVE Ic BALL VALVE - -� PLUG VALVE ---fiV--- CHECK VALVE --1 FPWH FREEZE PROOF WALL HYDRANT ----_gCHB HOSE BIBB T & P RELIEF VALVE © FLOOR DRAIN ---0 FCO FLOOR CLEANOUT se- -_--i� WCO WALL CLEANOUT TEMPERATURE SENSOR C HUMIDITY SENSOR ALS ANALOG LIGHT SENSOR G ETtd ELECTRONIC THERMOSTAT MODULE SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN SECTION 7 ELBOW WITH TURNING VANES 111 ��yyy111 VOLUME EXTRACTOR SPLITTER WITH TURNING VANES VOLUME CONTROL DAMPER MECHANICAL SYMBOLS 1 1/Z' TRIPLE 112' ROUGH -IN FOR %„1 114" `a1 1/4' ^e 2' VTR ..�°^ SINK '4 jilL ROUGH -IN FOR t t 1/2' r aoaa ®rro t % ' I TRIPLE �� ^ 1 . r SINK •../ e P5d. RE: M-1 (� i P6 P6 �.' FCOA" .1zl,1 1 t 4' I 4' 2' a1 1/4- I t I "�J�•• I `a^ r"''r ° 2" 2 I i 1 1/2' FROM ABOVEP6 112' P6 P31A j 1 ram` ; "^,o , 3' V1R �/ WH-2 ON DECK 3 1 SIM. i raJ( d P Ig,P1 'ram\'q M 2 M 6 x!' !! 1 1 1!4"� '® O�'• 13' 3' FD-1 P3 ° M-6 RE: M-1 FCO r WH-2 P1 FOR CONT. [WjH-3- 4' 4ABOVE CEILING i i314' 3' FO BELOW DECK hh��LLt P1 RE: IM-1 FOR CObi TMA SUPPLY RISER TMA DWV RISER REC, OFFICE SUPPLY RISER REC. OFFICE DWV RISER NTS HE: 41M-2 NTS RE: 4/M-2 NTS RE: 3/M-2j NTS RE: 31M-2 awe, FCO P4'th •/ ^� I I 1 P .'� ~ - P4 y r r.�i"'' 3/4' 1 112' UP TO CEILING '� ` / ! `� ! r --- RE: M-1 FOR CONT, 3/4" 12' I I 1 1!4' *\ 1 r \ ./ P3 , ' 4' /P3 M-6 P3 2 ! - 3/4' �. '98 > 1l2' : ROUGH IN FOR TRIPLE ° t WH 7. P6 SINK Ih VENDOR PM. _ 1/2' FIELD COORDINATE r P2 * ° 112' EXACT LOCATION _ Z112. ON IN WALL FOR 1 1 112'- VENDING MACHINES INSTALL '"�tal� �/ P1 318' ANGLE STOP 24' A.F.F. ,�° +j P 3/4' 2. +� SHOK ROL P 1° t — P3 RE: M-1 Z-17 O P2 Ilk/ •� j� P3 w�,/ P, i 3' VTR ANCHOR TO SURFACE P H Pl _ P3 1, '// i 3 FD OF WALL OFFSET AS REQ'D _ _ 7 1 P1 P3H .� ° / P1- - __ BECK ON IISIMILAR P° 1/2' P3 --- =---- I —_ }DECK ABOVE M-2 M-6 'III 1 1/2 WATER FROM ABOVE ANCHOR TO SURFACE OF WALL. 1 1/2' ° 4' RE: M RE' M-2 FOR CONT. 4 t ` `-1 1/4' W 1l2' -- ---- FCR CONT. L- I RE' i1M-1 OFFICE SUPPLY RISER FOR CONT. * INDICATES ROUGH -IN OILY 4 P6 INSTALL E,NTS RE: 1/M-2 LAVATORYN&SURINALNCARRIERS y pgy?�gg "•, AND CAPS AS REQUIRED FOR REC: OFFICE PLUMB ING P�-.AN :. FUTURE FIXTURES. I P3 1/4" = 1'-0°1;'-1 1 112' 3' FD 2' VTR 1 112' P1 CO - -'-- RE: FOR 1 1/2° CDN'T. �1^ 1 112'es'' pg P4 ° `ram �' j i 1 WH-3 ON 1 WH-1 ON i �arri SUPPORT SUPPORT M-6 WCO I I as 1 i P3 I ----_ --_ - 1 I I a`a i SHUT-OFF VALVE —T - -� _..`.'.. o....._ P5 ' I a WCO IN MAIN RISER. r ,� I e a P3' 1 112t, I �' f �� "0 *P2 P1* P3 3-FD i,� P3 �� I FIXTURE P4 TO BE INSTALLED i I P3 p� EppIN P3 * 2° .�' I TMA PLUMBING PLAN INSTALLLEDTBYUOWNEP,EG AND i ° r P2 Pl* 3' P3 3 - -. 4 P�`a^*.ys, ��' I i I CONTRACTOR SHALL COORDINATE � I ( i I 2% INSTALLATION. 3''F -1 ° P3 _ P3H 3' FO l '.' �`a2 ° 4' RE M-1 1/4' 1 0 RE l;M 1 I WCO P, 3° r *4. t 3 P2 P6 P6 FOR �cON' ` 1 1 /2' P5 P2 ° I P2 P4 P3* Pi *P3 I 4' VTR II�.'A i i y3 P2 4' q1 *i-'� i P3 P3 a WCO i v 3'FD IPI `� 1 P1 * j 1 - P1H P1 --._ �--� P1 4' I P3H P3 ° P1" 3` FD-1 ° 3' FO-1 3' FO-1 I ® ° P1 P3 * WOO _ 1l2' _ ° I P1 P1H .�_ J f, ' 3'FD 2" 4 ° — P1H t * INDICATES ROUSH-IN ONLY. ` * INDICATES ROUGH -IN ONLY 1t2' ON ON FACE OF WALL FOR 1 112' P TO CEILING RE M-1 4' RE: M-1 INSTALL WASTE, VENT, WATER, VENDING MACHINES. INSTALL RE. M FOR CONT. FOR CONT. INSTALL WASTE, VENT, FOR CONT. LAVATORY & URN�L CARRIERS I WATER, LAVATORY AND URINAL AND CAPS AS RE,UIRED 3/8' ANGLE STOP 24' A.F.F. CARRIER, AND CAPS AS FOR FUTURE FIXTTURES. 2' DOIMESTI 1 REQUIRED FOR FUTURE WATER ENTR FIXTURES. OFFICE DWV RISER � � D FIDE PLUMBING PLAN ` NTS RE: 1/M-2 11 - 1'-C' RE: 1/M-1 G do h \\ 'I REMOTE TEMPERATURE SENSOR fPROVIDE INSULATING BACK) UH-1 EXIT \ 1 1/2' 4' EXTEND TO 4' FROM �^� DOWN FREEZER/COOLER 16' RE: 1/M-1 i - , < RTU-2 �I 22' 7 6 11 M-5 (TYP.) EM-1 T-2 I 11 I I----'- 5-22. '._ -. � \� i/2'.f=.Jl _JL _Jl-_ Jam_ IL ..JL_JL-J4_J4_i 6'-90'ADJUSTABLE ELBOW S-21 16' 90° ADJUSTABLEWITH .DAMPER-1330 CFM -90 ADJUSTABLE TYPICAL 3 PLACES. ELBOW. WITH DAMPER ,III fit I fit 1100 CFM EACH. 16' 90 ADJUSTABLE UH-2 OW WITH DAMPER °1 L_uL�J I0 CFM EACH EL80W WITH DAMPERr-rr-r, r t'':r, I lICAL 3 PLCS1300 CFM.S-24 20 & RTU 21 ---____ ..( OVER ROOF I u I t nl I I I I 1 1! RTU 20 RTU-21 22" RTU-22 p RTU-23 p _., r-'- r, r-mr J. 4ER GUTTER TYP. BLADES �-; �-m ' =ITT; r nl rl I I I I -, 22' 4' r-----: __:1 - ¢--- 2° -- 16" , 18" __, l_J L-'r`I'-r, 1 I p l r r I II 1 1 JT' , _ _ y -- � _ 1�1'P_� . _ _____ � y CVC 1. _ J r_____ `" _-CS ,,.. e � ' ... _ ._L.. � J .... __._ I q.n. -I ._J._I __.� �I I\ �I I` �j1 ,, ..77 �16'X 14' ON. 1 1/4" 1 1/.2 12' 90' AOJUSTASL E S-18 ° " II \ r II / it II \ /j-il ELBOW WITH DAMPERI EF-5 IN CEILING - REMOTE 2 x REMOTE TEMPERATURE SENSOR ------------------- - +----- N 5DD CFM. - M-4 MOUNTING DETAIL (AT DOOR) {1 /2"I N.T.S. " RC: 1./M-3 I ------- - I- - - p 11 II /f it II i' II ' _... 11/2' c CO RTU-18r� - -- ---- --- 114' 1 1/4' t I I I T ♦- -6 i -- I S-16 t i I RTU-16 4 --- ------ - r h--- - ! o t. RTU-17.- r M-3 J _: �'' _ .. 4' TO STORM DRAIN (TY S-15 RTU-15 _.-- 1 1/4' 12cum 1 112` PROVIDE BACKWATER DEVICE yIf S 1 # :- 1 1Y2' -- -- ------.. .. M-' 1 114 ---- -- M 4' DOWN 3-13 0FM� A R t�V4D - - - - - _ of 2 -- - --- S-14 V' i I- RTU-12 - / '� i - - F I - RTU-14 ,4 ; - - 30 ,III t COLUMN i -- - 1 1 1/4'M�5 it 2 I r- 1 1/2' ``_�-REMOTE TEMPERATURE O --- - = - -+I SENSOR r. o m a 9-9 S-YC co RTU 9 _� ' r RTU-10 RTU-11 -- f L L n , S-6 _ J I I REMOTE TEMPERATURE SENSOR sJIM -1� MOUNTING DETAIL (AT COLUMN) - - -- D.1 N.T.S. RE: 1/M-3 I I I I I Ll m a -- RTU-6� I I TU - 8 p J L _ J LL- 1 1l4' - RTU-7 1 1/4." - ---r---F-- _\ cns 1 114' i i 2' UH-5 7 p L.2 ---------------------- 1 1/4' UNLESS._ . f.� __ M-5 p S-3 I SHOWN OTHERWISE 1 1/2' T YP - G.� 2' ----- - 2' - - - - 1 1/2• d - - q� (1 \ C CD 5-4 M39 1 1/4' i (TYP.) C.081 I RTU-2r ' I; 1 114':. RTU-4 I _ I iRTU-5 T841 RTU-3 - p 1 1/4' 1 �"' p UW-4 ' ' M 5 3 2 r p 8.2 r, j r,i r-r, rr, rr, rr, rr r-r, rr, r-, --r, , L '. L� YS"' L1J LlJ LJ.J L1J I.JJ LJ.J L.I.J L.IJ L1 I..L.J COLUMN M-5 t yr .L I - B.1 - --�-- --- � � _..- - - - - ----, . n EF-1 ON ROOF ` JI I ` _ REMOTE TEMPERATURE �5 J ON ROOF S S-5 E.04 SENSOR IH 3 -- 1 SS +61' HUMIDITY SENSOR J ri ' fT +84' ti (WHERE NEEDED) O I t"I RTU-1i� _.if if REMOTE TEMPERATURE - __� _., ___. _ ,•s,•J' JA - EF-3T-_�__ I I EF-2 IN CEILING WITH 6' HUMIDITY SENSOR MOUNTING DETAIL �' ON ROOF 1 I ( � 1 i I DIAMETER DUCT UP WALL TO OFFSET FOR 10 -0 , 12 X 1241 ALLOW M-4 ROOF CAP ON ROOF. 6 N.T.S. RE: IIM-3 I CLEARANCE TO I 101- 0' 61FARANCF I 1, � '�I I REFER IO EM-1, S FOR2, AND LS I _i M-5 EDGE OF ROOF FROM EF TO ROOF EDGE. HVAC PLAN 3 3.1 3.2 4 4.1 4.3 4.5 5 5.1 5.2 6 6.1 6.2 7 7.1 1' = 20' 0' o o 8 III o 00 _ GJ HVAC NOTES 1. INDOOR REMOTE TEMPERATURE SENSORS SHALL BE MOUNTED AT 84' AFF ON COLUMN FACE OR ABOVE DOOR, EXCEPT WHERE NOTED DIFFERENT ON DRAWINGS. REFER TO DETAILS THIS SHEET. 2. WHEN REMOTE TEMP. SENSORS AND HUMIDITY SENSORS ARE MOUNTED ON THE SAME COLUMN, MOUNT HUMIDITY SENSOR 6' BELOW TEMP. SENSOR ON SAME SIDE OF THE COLUMN. 3. FLEX DUCT SHALL BE USED FOR CONNECTIONS TO CEILING DIFFUSERS ONLY. FLEX SHALL NOT BE USED IN LIEU OF RIGID ELBOWS. FLEX DUCT LENGTH SHALL NOT EXCEED 5'-O'. 4. COORDINATE LOCATION OF DIFFUSERS WITH LIGHT FIXTURES. 5. MECHANICAL RDINATE CONTRACTOR T R C 0 SHALL COORDINATE DUCT PENETRATIONS THROUGH MEZZANINE FLOOR WITH GENERAL CONTRACTOR. 6. DUCTWORK IN RECEIVING AND STAGING AREAS SHALL BE MOUNTED AS HIGH AS POSSIBLE. 7, DUCT SIZES SHOWN ON DRAWINGS ARE SHEETMETAL DIMENSIONS. HVAC PLAN 9 FAC. PLAN: 3/1/69 JOB NUMBER: 148541/89-807.1 DATE: MAY 23,1999 DRAWN BY: CAM I SHEET ` r I NUMBER: OF $ a GRILLE AND DIFFUSER SCHEDULE MANUFACTURER MOUNTING FRAME TYPE MARK SERVICE MODEL ACCESSORIES TYPE STYLE NOTES CO SUPPLY AIR TITUS'PAS CEILING LAY -IN *24' X 24' DEFUSER PERFORATED *(UNLESS NOTED NOTES A,B,C OTHERWISE) RAG RETURN AIR TITUS PAS CEILING LAY -IN *24' X 24 GRILLE PERFORATED *(UNLESS NOTED NOTE C OTHERWISE) DG TRANSFER AIR TITUS DOOR CT-700 GRILLE EAG EXHAUST AIR TITUS PAS CEILING LAY -IN *24' X 24' GRILLE PERFORATED *(UNLESS NOTED NOTE A, C OTHERWISE) NOTES: A. PROVIDE ACCESS PANEL TO VOLUME CONTROL DAMPER IF OTHER THAN LAY IN CEILING B. NECK SIZE SHALL BE SAME AS BRANCH DUCT UNLESS NOTED OTHERWISE. C. BAKED ENVIRO-THERM 1f25 OFF WHITE TO MATCH CEILING TILE. 12'x 6' TITUS 301FL 250 CFM 12'x 6' 14'x 12' SPLIT IN VERTICAL AN SCHEDULE AREA MFGR. CFM VIPHIHZ MAX. ALLOW. SONE MARK SERVED MODEL/TYPE ESP HP OR W ACCESSORIES MOUNTING BLADE TYPE RPM/DRIVE NOTES EF-i TMA COOK 17000 460/3160 16 445C961E)KHAUST .125 2 HP BD, BS, CB, DS ROOF CENTRIFUGAL 315/BELT * ACME PN4906, EIDERT CX4845, CARNES VEBB 54TI, ILG CRB44, GREENHECK GB4820 EF-2 TMA COOK 50 115/1/60 8.0 TOILET G4151EXHAUST •25 11125 HP BD, OS, FG CEILING CENTRIFUGAL 1550 DIRECT * ACME V100, 8 IDERT SV90, CARNES VCOB-08, ILG OA120, GREENHECK SP-5 EF-3 EMPLOYEE COOK 1 400 115/1160 8.0 BD, C8, FG, FS, AC LOUNGE 90C150IEXHAJJST ROOF CENTRIFUGAL 15501DIRECT * ACME PR100-3, REIDERT CX1033, CARNES VE081003, ILG GCRF100, GREENHECK G850 650 115l1I60 8.0 EF-4 EMPLOYEE COOK BD, DS,FG,FS 0.375' 116 HP BD TOILETS 1000150lEXHAUST CENTRIFUGAL 155010lRECT ROOF * ACME pR110-2, 'r,E DERT CX1034, CARNES VEOC12J3, ILG CRF122, GREENHECK G-100-8 80 11511160 B EF-5 RECEIVING COOK 1150 HP BD . DS,FG,FS TOILET 64-15A/EXHAUST •25 CENTRIFUGAL 15501DIRECT CEILING * ACME V100, BP DEPT SV90, CARNES VCOB-10, ILG OA120, GREENHECK SP17 ACCESSORIES: BD - BA.CKORAFT DAMPER BS - BIROSCREEN CS - CURB DE - DISCONNECT DEVICE FS - FAN SPEED CONTROL, SOLID STATE i ECTRICAL RC - ROOF CAP, PENN MODEL 10CM WITH ANGES TURNED DOWN FOR MOUNTING ON CURB FG - FACE GRILLE UNIT HEATER SCHEDULE (ELEC) - MANUFACTURER NOMINAL VIPHIHZ NOTES: MODEL MODEL (KW) i ,2,3 REZNOR 30 KW 48013/60 ab, ,5 f ILG 30 KW 48013/60 a, b,- 360-C MODINE 30 KW 4801316E a, b, PTE-300 NOTES: a. REFER TO SPECIFICATIONS AND EM PLANS FOR CONTROLS. b. HEATER SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 16'x 14' UP TO RTU. LOCATE RTU MIN. 10'-0' FROM EDGE OF ROOF. SUPPORT DUCT 0 EXTERIOR WALL. PROVIDE RIA PLENUM WITH HARDWARE CLOTH SIMILAR TO DETAIL 41M-5 (OMIT ELBOW) Box 6' ON. THRU SLAB (TYP. 3 PLCS.) cr_� i,l ��i6a,,,, 6' UP TO ROOF CAP. SPACE WITH 6' DUCT ACROSS COORDINATE LOCATION IN JOIST SPACE & UP WALL WITH WH-2. TO ROOF CAP. RE: e M-5 RECEIVING OFFICE HVAC PLAN RE: 1/M-3 ROOFTOP UNIT SCHEDULE (MINIMUM REQUIREMENTS) [ROOFT P UNITS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR] MARK UNIT FUEL" CFM CFM ACCESSORIES: TYPE SOURCE ESP OSA RTU-2,3,4, 0 TON ELECTRIC 4000 200 B,D,E,F 5,6,7,8, 1TH 0.5' 12114,18, TEAT 19.20,21, 22,24 RTU-9,10 0 TON NONE 4000 200 BID ,E,F 11,13,15: .,OGLING 0.5' 15,17 NLY _ RTU-1,23 TON ELECTRIC 1200 100 BID ITH 0.5' GAT ACCESSORIES A. ECONOMIZ B. MANUALLY OJUSTABLE OSA DAMPERIHOOD C. HIGH ALT UDE REQUIREMENTS D. COATED C ILS E. SMOKE DE CTORS F. HI-LATEN -------------------- OG --�— --230 , OG 24ax 24' ■ in CFM �_ ■ CO CO i �10 CFM 210 CFM L1�1 2'x U 7 ml . • O • U MEZZANINE •�� O SLAB 12- • ROOF ' , OFFICESPLITTER UP TO RTU-1 195 CFM 'x 24' I A ACCOMMODATED -SHORTENED DOOR." 9 ENLARGED HVAC PLANS FT. PIERCE, FL FAC. PLAN: 3/1/89 JOB NUMBER: 148541I89-807.0 DATE: MAY 23, 1989 Nc---- DRAWN BY • KRC SHEET ... 5 NUMBER: ) $ 1/21' AIR MAIN 1/2' OVERHEAD „ , ADDITIONAL HOSE REEL 9 CONNECTIONS AS REQUIRED, SEE PLAN 2 HOSE a 1' ANCHOR TO REEL WALL 5 AIR COMPRESSOR; MOUNT ON VIBRATION ISOLATERS SUPPLIED WITH COMPRESSOR. ANCHOR TO FLOOR 1' % 3'-0' MANUAL DRAIN VALVE AFF. w/ 3/4' DIA. CONCRETE INSERTS. INSTALL WITH MIN. 14' CLEARANCE BETWEEN WALL C AND FLYWHEEL. y, /` ol QUIK CONNECT OSE — TYP. ( ) IN LINE FIL T WITH AUTOMATI TO ADDITIONAL TIRE TIRE CHANGER 2 (TYP.) — DRAIN Y SEE PLAN M_1 > r - - Y ' . . I 1 I 1 1 I I I 4 6"(TYP.) 4 1 1 i .�.__ - - i I 1/2' AUTOMATIC TANK DRAIN t A COMPRESSED AIR PIPING SCHEMATIC "�I' AIR BELOI FLOOIa•' .�,�.�tim��a. NTS RE: 21M-1 EXHAUST FAN BACKORAFT DAMPER AS REO'D REF. FAN SCHEDULES SLOPE 1/8' PER FT. REFRIGERATED AIR DRYER MOUNT ON TWO (2) 2 1/2' ANGLE KNEE BRACES SECURED TO WALL 5'-0' AFF. ----- I 6 I I I I I 11 II II II II II -®---- A - 31 AB DRAIN BIRD SCREEN ROOFTOP UNIT (FURNISHED BY OWNER, COUNTER FLASHING * INSTALLED BY CONTRACTOR.) ANCHOR ROOF. ( .ROOF CAP -_ CAP TO CURB PREFAB. INSULATED RETURN AIR PLENUM PRE.FAB. INSULATED BIRD SCREEN / BOLDG.CMRG BY UNIT HEATER REF. CURB W/ INTEGRAL /// ----------- - --- ------ SPEC. OR SCHEDULE MARK AREA A UH-1,2 RECEVING DOCK 20' MIN. UH-3,4,5 TMA 20' MIN. UNIT HEATER (ELEC) NTS HE: 1/M-3 I CANT STRIP *COUNTER FLASHING , *ROOF *RIGID INSULl *ROOF DECK DUCT FROM — CEILING GRILLE TO ROOF OPENINGS ROOF CAP tD NTS RE: 1/M-3 I CURB BY BLDG MFG. 14' MIN, - --- *NOTE: REFER TO ARCHITECTURAL FOR ROOFING DETAILS. 3' MINIMUM ROOF TOP EXHAUST FAN NTS RE: 1/M-3; 1/M-4 FULL SIZE CONDENSATE TRAP - AND PIPE PER PLANS. RE:1/M-3 -RETURN PLENUM ELBOW 12' DIA. ADJUSTABLE 900 DECKING NOTE: ALL ROOF DECKING AND WITH HARDWARE CLOTH ELBOW 625 CFM (TYPICAL OF 5) INSULATION SHALL BE OVER END OF DUCT. PROVIDE MANUAL DAMPER CONTINUOUS UNDER RTU ROOFTOP UNIT AT ELBOW. EXCEPT FOR DUCT *- P TO 20'x 40' (F RNISHED BY OWNER vUPE ETURN INLET O UNIT UP TO 24'x 36'± SUPPLY IN f OUTLINE f Y 10" DIA. ADJUSTABLE 900 ELBOW 435 CFM (TYP. OF 2). PROVIDE MANUAL DAMPER 0 ELBOW. MANUAL DAMPER E SUPPLY PLENUM ELBOW i, t------- ELEVATION " B' ----� NOTE: AIM ALL ELBOWS 400 Y' BELOW HORIZONTAL. SECURE AIM WITH SCREWS. DUCT, DETAIL �( TYPICAL UNITS NTS RE: 21M-5 3,4,7,10,13,16 i RETURN AIR EL BOW WITH HARDWARE CLOTH OVER END. STRUCTURAL MEMBER ra C lolf rimW - I � KAGI ON I TO i (JOIST GIRDER) SUPPLY PLENUM DETAIL A ELEVATION "D" NTS RE: 1/M-3 I , ROOF LOCATE ELBOW SO AS TO NOT BLOW DIRECTLY ON LIGHTS. (TYP.) 10' OIA. ADJUSTABLE 90*ELBOW (TYP. OF 2) 12' DIA. ADJUSTABLE ELBOW (TYP. OF 5) 3ANT FINISHED ROOF # RIGID INSULATION ROOF DECK * DUCT AS REDID REF. MECH. PLANS FOR SIZE * NOTE: REFER TO ARCHITECTURAL FOR ROOFING DETAILS. NOTE: ATTACH ALL DUCTWORK TO ROOF CURB ELEVATION NTS RE: 1/M-3 IN LINE REGULATOR W/ GAGE LINCOLN MODEL NO, 600017 w/ MODEL NO. 66100 GAGE �-1' BYPASS VALVE (NORMALLY CLOSED) 112' OD. TUBING TO FLOOR DRAIN (TYP.) CURB TO BE LEVEL WITHIN 1/16' ALL DIRECTIONS (TYPICAL ALL UNITS). ROOF CURB BY BUILDING OR ROOF MANUFACTURER. ROOF RETURN AIR PLENUM WITH HARDWARE CLOTH OVER END. OMIT ELBOW AT UNITS 19,20,21,22 \--TURN HARDWARE CLOTH (1/2'x 1/2' GRID) UP AROUND EDGE OF DUCT. SECURE WITH CONTINUOUS 1' GALVANIZED NOTE: A TACH ALL DUCTWORK STRAPS AND SCREWS 81 0. C. (TYP.) TO ROOF URE 11 ROB FYOP UNIT RETURN AI CONFIGURATION NTS RE: 1/M-3 ROOFTOP UNIT (FURNISHED BY OWNER INSTALLED BY CONTRACTOR) 18' DIA. S.A. DUC . (UNLESS -/ OTHERWISE NOTED) (STALL 14a BELOW BOTTOM OF J IST TO PROVIDE CLEARANCE FOR 14' JIA. ELBOWS TYPICAL UNITS 2,5,6,8,9,1.1,12,1 ,15,17,18,19 SIMILAR UNITS 20, 22,24 TYPICAL UNITS 2,5,6,8,9,11,12, 14.15.17,18.19, SIMILAR UNITS 20,21,22,23,24 -,,,.-ROOF CURB BY BUILDING OR ROOF MANUFACTURER - ROOF SUPPLY PLENUM �STOP DUCT JUST SHORT OF LIGHT THAT IS MIDWAY BETWEEN RACKS. STRUCTURAL MEMBER 14' DIA. 90'ADJUSTABLE ELBOW �1100 CFM, TYP (UNLESS OTHERWISE NOTED), 40'BELOW HORIZONTAL. SECURE AIM WITH SCREWS. '---PROVIDE MANUAL DAMPER AT EACH ELBOW AT CONNECTIONS TO MAIN DUCT. LOCATE ELBOW SO AS TO NOT BLOW DIRECTLY ON LIGHTS. �€ t. `f. >E , n, Y , MECHANICAL DETAILS , s ; r T PI CEl FL FAC. PLAN: 3/1189 JOB NUMBER: 148541189-1 :# DATE: MAY 93,19b39 5 DRAWN BY: KRC ` c SHEET .... c s' rn NUMBER: 5 - J u.t �n m >-w gL " M ' Y METAL BUILDING SKIN BOLT OR POP RIVET SEAL WITH SILICONE CAULK BOLT WITH FLAT WASHER ON BACKSIDE. PROVIDE BACKUP SUPPORT AS REO'O. WALL TYPE POST INDICATOR VALVE CONTRACTOR SHALL PROVIDE AND FABRICATE SHEET METAL MOUNTING BOX. PAINT TO MATCH EXTERIOR BUILDING FINISH. WALL TYPE POST INDICATOR VALVE NTS RE: 1/7 E. FINISHED FLOOR HEAVY DUTY SCORIATED COVER ADJUSTABLE HOUSING " GASKETED CLEANOUT PLUG wA x i WASTE LINE LENGTH TO SUIT 4ASTE LINE REFER TO SPECIFICATIONS 15400-2.13 FOR ADDITIONAL INFORMATION. POWER UNIT FURNISHED OWNER, INSTALLED BY G 1/4' HYO. HOSE ANCHOR WALL 36' ��ppP Fly' 90 SWEEP w ELECTRIC WATER HEATER SCHEDULE MARK AREA SERVED MANFACTURER MODEL NO. CERTIFICATION TANK SIZE V/PH/HZ NOTES KW WH-1 OFFICE TOILETS A.D. SMITH ELJF-15 UL, ASHRAE 90-75 15 GAL. 120/1/60 NOTES a 1.5 KW WH-2 RECEIVING OFFICE A.D. SMITH ELJF-6 UL, ASHRAE 90-75 6 GAL. 120/1/60 NOTES a - 1.5 KW WH-3 T.M.A. A.O. SMITH ELJF-6 UL, ASHRAE 90-75 6 GAL. 120/1/60 NOTES a 1.5 KW NOTES: a. SHELF MOUNTED. 1/4' DIA. BY 'LENGTH AS REQUIRED STRATOFLEX-4C HYDRAULIC HOSE WITH 1/4' FPT UNION CONNECTION AT EACH ENO. FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR --A FIN. FLOOR-\ LIFT HYDRAULIC CYLINDER 1 1/2' HEAVY WALL PVC CONDUIT BELOW SLAB HYDRAULIC PIPING SCHEMATIC 7 NTS RE: TWO WAY CLEANOUT 3 NTS RE: 1/M-1 -BASS C.O. PLUG 'COUNTERSUNK HEAD :NISH CONCRETE kSTE LINE LENGTH ) SUIT VD WAY C.O. 1STE LINE PIPE SPRINKLER HEAD , �t FROM ABOVE. , 8'-0'0' PLUMBING IXTURE SCHEDULE CONNECTIONS (MINIMUM) MARK FIXTURE MFGR CATALOG TRIM NOTES CW HW WASTE VENT NUMBER, P1 WATER AMERICAN 2221,018 CHURCH SEAT, S 9400-KNSSC AN ROYAL 110.3, 1 1/4' 4' 2' NOTE a, b CLOSET C STANDARD MAOERA OR DELA Y 402 VALVE P1H WATER AMERICAN 9468.018 CHURCH . 9400-KNSSC 1 1/4' -- 4' 2' NOTE a, b CLOSET STANDARD CADET SEAT„ S AN ROYAL 110.3, HANDICAP OR DELA Y 402 VALVE P2 URINAL AMERICAN 6501.010 SLOAN R AL 186 OR 3/4' -- 2' 1 1/4' STANDARD DELANEY 51 VALVE ZURN CA IER #Z-1222 P3 LAVATORY AMERICAN DECLYN 2103.58 FAUCET 1/2' 112' 1 1/4' 1 1/4' NOTE a, c STANDARD 0321.075 ZURN CA IER #Z-1231 P3H LAVATORY AMERICAN DECLYN 7516..17 FAUCET 1/2' 1/2' 1 114' 1 1/4' NOTE a, c, e HANDICAP STANDARD 0321.075 7723.01 GRID DRAIN ZURN CA IER #Z-1231 P4 SINK ELKAY LTR-4622 (2) OELT #100 FAUCETS 112' 1/2' 1 112' 1 1/4' NOTE a, d (3) LK-3 DRAINS P5 MOP FIAT MSB-3624 830-AA-F UCET 1124 1/2' 3' 1 112' NOTE f SERVICE CRANE 832-AA-3 ' HOSE/BKT. BASIN 889-CC-2 'x 3' MOP HGR. P6 ELECTRIC OASIS OOP7WMP GREY FIN L 112' -- 1 1/4' 1 1/4' WATER ELKAY EHF-8 COLOR SE ECTION COOLER HALSEY- BCF-7F BY OWNER TAYLOR NOTES: a. CHROME PLATED ANGLE SUPPLY, 3/8' x 12' FLEXIB RISER, WHEEL HANDLE ESCUTCHEON. b. BOLT CAPS WITH RETAINER CLIPS. c. 1 1/4' TUBULAR P-TRAP WITH CLEANOUT PLUG 8 ES TCHEON. d. 1 112' TUBULAR P-TRAP WITH CLEANOUT PLUG 8. ES C TCHEON. e. HANDICAP DRAIN PACKAGE. f. 1453-BB-FLAT TYPE STAINLESS STEEL STRAINER. - 1 — 1 1 1 1 1 t 1 I 1 1 t 1 COORDINATE EXACT DIMENSION WITH RACKS FURNISHED AND INSTALLED. MAY EXTEND AS WASTE OR VENT i FOR WALL CONST. REF. ARCH DWGS CLEANOUT PLUG ram" COUNTERSUNK SCREW ANCHOR PIPE TO RACK CROSS BRACING. '�— POLISHED S.S. ACCESS COVER C.I. CLEANOUT TEE q �— SPRINKLER INSTALLED IN FLUE SPACE PROTECTED BY RACK SUPPORT. DEFLECTOR 1' BELOW RACK CROSS BRACING. REFER WASTE LINE TO SPECIFICATIONS FOR LENGTH TO SPACING. SUIT 1/8' BEND @ END OF LINE CLEANOUT WASTE LINE 6 TIRE RACK SPRINKLER DETAIL NTS RE: 1/M-1 NOTE: IF OPTIONAL DESIGN IS REQUIRED (IN RACK SPRINKLERS) THIS DETAIL SHALL BE TYPICAL FOR ALL RACK SYSTEMS. 20 GA. GALV PIPE STRAP PIPE SUPPORT NTS RE: 1/M-3 PIPE CENTERED ON 12' LONG TIMBERS #6 WOOD SCREW 1 1/4' LONG 4'+4'+12' TREATED WOOD @ 10'-0' O.C. G.C. 8/OR ROOFING CONTR. TO INSTALL ISOLATION AS REQ'O FOR ROOF INSTALLED. SIZE TO BE MIN. OF TWICE THE SIZE OF WOOD SUPPORT. ROOF 5 WA L CLEANOUT _ _�.. NTS RE: 1/M-1 WAT _R HEATER NTS RE: 1/M-1 REFER TO SPECIFICATIONS 15400-2.13 FOR ADDITIONAL INFORMATION. 140 DEG H.W. SUPPLY TO SYSTEM SEE PLAN C.W, SUPPLY TO WATER HEATER SEE PLAN BALL VALVE (TYP) UNION (TYP) T8P RELIEF VALVE PIPE FULL SIZE TO 6' ABOVE SERVICE SINK OR TO AIR GAP FITTING ON SANITARY WALL BRACKETED PLATFORM BY PLUMBING CONTRACTOR. SUBMIT STEEL ANGLE FRAME SUPPORT FOR PLATFORM TO ENGINEER FOR APPROVAL. PLUMBING DETAILS �C��3 �Wlifl�l�➢�{�fl(hl�{ L�6D�6Q��C�rB`� FT PIERCE, FL. FAC. PLAN: 3/1/89 JOB NUMBER: 1485411W807.i. DATE: MAY 23,1988 - DRAWN BY: KRC LN=UMBER: M 6 OF I REFRIGERATION SCHEDULE SYSTEM EVAPORATOR REFRIGERATION DESIGN CONDENSING UNIT REFRIGE NT REFRIGERATION LINE SIZES UNIT CIRCUIT OFFHOST FAN DELAY DEFROST DEFROST TERMINATION DEFROST EXPANSION VALVE EXPANSION VALVE RIFICE SUCTION AMBIENT ROOM _ NO. MBti LOW PRESS CONTROL PSIG HIGH PRESSURE FAN CYCLE T'STAT SET CHARGE S TOTAL MAIN FT. I UID HEADER TION BRANCH LINES OU D CTION MCA VOLTAGE NUMBER NUMBER DESCRIPTION MFGR MODEL NO. QTY. MBH TYPE SETTING HT MPS THERMOSTAT SETTING FREQUENCY MODEL 0. AT MOD NO.TEMPLOW REFRIGERANT MF� MOIIEL UT IN UT OUT CONTROL T UT #i #2 PEA IR IT LINEAR 1 > FREEZER LARKIN ELT4-569 2 56.9 ELEC. +20* 26.1 EA. +45; 4124 HAS. TCLE 4 112 RW 4' 4 E -20 R-502 105� -10' 114.26 +22 +15 375 75 65 171 160 7/8 2 5/8 7/8 1 5/8 145.3 460/3160 114.26 +22 +15 375 75 65 171 125 7/8 2 5/8 7l8 1 518 TEMP RACK,A LARKIN OCU-6660-L50 2 - FREEZER LARKIN ELT4-569 2 56.9 ELEC. +2B 26.1 EA. +45 4/24 HAS. TCLE 4 112 RW 4 4 E -20' R-502 IOT -10 MED. 1 . COOLER LARKIN ELT4-446 2 50.7 ELEC. +40 13.1 EA. 1 +95' 4/24 HRS. TCLE3RW 7" 8 G 26 R-502 105 35 100.0 +13 +6 275 75 65 1.31. 165 718 1 518 5/8 1 3/8 63.8 460/3/60 100.0 +13 +6 275 75 65 131. 135 718 1 518 5/8 1 3/8 TEMP RACK B LARKIN DCU-2220-05D 2 COOLER LARKIN ELT4-446 2 50.7 ELEC. +40 13.1 EA. +95' 4/24 HAS. TCLE3RW 7" 8 G 25' R-502 105, 35' LOW 1 FREEZER LARKIN ELT4-569 2 56.9 ELEC. +20' 26.1 EA. +45 4/24 HAS. TCLE 4 1/2 RW 4" 4 E -20 R-502 105� -10* 114.26 +22 +15 375 75 65 171 160 7/8 2 5/8 718 1 5/8 145.3 46013160 TEMP RACK C LARKIN DCU-6660-L50 114.26 +22 +15 375 75 65 171 125 718 2 518 718 1 5/8 2 FREEZER LARKIN ELT4-569 2 56.9 -ELEC, +20' 26.1 EA. +45 4124 HAS. TCLE 4 1/2 RW 4" 4 E -20' P-502 105y -10 NOTE: REFRIGERATION MANUFACTURER TO PROVIDE REFRIGERATION LINE CALCULATIONS AND VERIFY LINE SIZES SCHEDULED ARE ADEQUATE. 23 . BACK TO COMPRESSORS. REFRIGERANT LINES. ` � S L------ SEAL REFRIGERATION LINE I SEAL REFRIGERATION LINE L S j PENETRATION AIR TIGHT. L S PENETRATION AIR TIGHT. r I I/ r r 16 /- COOLER ROOF i I I + r 16 16 �- _ - - _ - _ EVAPORATOR � i � J �- - `-i - `i � EVAPORATOR .------------- - F-___ __-______' __- - T' STAT '- - - -1 1/4' CONDENSATE DRAIN LINE -1 1/4' CONDENSATE DRAIN LINE EVAPORATOR DETAIL `D I CO 1 1/4' CONDENSATE DRAIN LINE. n NTS RE: 21R-1 n O®O NOTE: REFER TO REFRIGERATION SCHEDULE CIRCUITS FOR CALL -OUT OF CORRESPONDING 0 o I o 0 0 0I o0 COOLER FREEZER FREEZER REFRIGERATION FLOOR PLAN SCALE: 118' = 1'-04 T�'STAT 9 ) R 3'-0. NOTE: CONDENSING UNITS AND EVAPORATORS SUPPLIED BY WAL-MART. GENERAL CONTRACTOR RESPONSIBLE FOR UNLOADING AND SETTING CONDENSING UNITS IN PLACE, AND UNLOADING AND STORING EVAPORATOR UNITS. GENERAL CONTRACTOR SHALL NOTIFY WAL-MART CONSTRUCTION MANAGER SO THAT DELIVERY OF EQUIPMENT COINCIDES WITH DELIVERY OF ROOFTOP UNITS. KEY NOTES: 1�ALL CONDUITS WITHIN COOLER AND FREEZER SHALL "✓✓ BE ROUTED ON THE INSIDE SURFACE, OINSTALL FIXTURE ON J-BOX FURNISHED WITR'BOX CONDUIT 8 WIRE BY ELECTRICAL CONTRACTOR. FIXTURE J-BOX. SWITCH AND SWITCH'S BOX FURNISHED AND INSTALLED WITH COOLER/ FREEZER BOX. OCONDUIT PENETRATIONS THROUGH COOLER AND FREEZE ' WALLS SHALL BE KEPT TO A MINIMUM. ALL PENETRATIONS SHALL BE SEALED WITH APPLETON EYSM SEALING FITTING OR EQUAL. OPROVIDE SURFACE MOUNTED J-BOX AND MAKE FINAL HEATS CONNECTION TO DOOR HEATER AND DOOR FRAME (ONE CIRCUIT EACH). RE: 12/A8 FOR DETAILS OPROVIDE ONE SURFACE MOUNTED J-BOX AND MAKE FINAL CONNECTIONS TO HEATERS AND LIGHTS WITH CIRCUITS INDICATES ON PANEL SCHEDULE. J-BOX SHALL BE MOUNTED ABOVE DOORS. TYPICAL SOLENOID VALVE FURNISHED WITH EVAP. ELECTRICAL CONTRACTOR SHALL CONNECT CONTROL WIRING PER FACTORY SUPPLIED SCHMETICS. O7 SURFACE MOUNTED J-BOX FOR CONTROL WIRING TO EVAP UNIT. CONTRACTOR SHALL USE LIQUID -TIGHT FLEX CONDUIT FOR CONNECTION BETWEEN J-BOX AND UNIT. ALL OTHER CONTROL WIRING RACEWAYS SHALL BE E.M.T. ONUMBER REPRESENTS QUANITY OF #12 CONTROL WIRES IN CONDUIT. CONTROL VOLTAGE IS AT 230 VOLTS. OSURFACE MOUNTED RECEPTACLE FOR HEAT TRACE TAPE TO BE MOUNTED ABOVE CONDENSATE LINE, DIRECTLY TO ONE SIDE OF EVAPORATOR UNIT. 10 SQUARE '0' KW-2C (OR EQUAL) MANUAL MOTOR STARTING SWITCH 1 PER EVAP. 11 TYPICAL LOCATION FOR FACTORY FURNISHED BALLAST. ELECTRICAL CONTRACTOR SHALL INSTALL 8 WIRE BALLAST. 12 PRE WIRED ELECTRIC PANELS INCLUDE TERMINALS FOF POWER TO EVAPS. CONTROL WIRING TO T'STATS. REFER TO MANUFACTOR'S DRAWINGS FOR CONNECTION POINT OF EACH. 13 REFER TO 11E-3 FOR WIRING TO CONDENSING UNITS. 14 ALL CONDUIT PENETRATIONS INTO FREEZER/COOLER ALL SHALL BE MADE THROUGH ROOF OF UNIT. MECHANICAL ELECTRICAL PENETRATIONS SHALL BE SEALED WITH APPLETON EYSM SEALING FITTING OR EQUAL. CONDENSATE PENETRATION SHALL EXIT OUT THE SIDE OF COOLER/FREEZER. 15 ELECTRICAL CONDUITS SHALL PENETRATE EXTERIOR BUILDING WALL USING PENETRATION COMMON WITH REFRIGERATION PIPING. 16 SUPPORT EVAPORATORS WITH BOLTS THRU ROOF TO 1 5/8' x 1 5/8'x10'-O' LONG GALVANIZED,14 GAUGE UNISTRUT SPANNING 3 ROOF PANELS. 17 SLOPE REFRIGERANT LINES BACK TO COMPRESSORS. LINES JUST LOCATE HIGHEST POINT OF REFRIGERANT BELOW BOTTOM CHORD OF JOIST. (TYPICAL) 18 GENERAL CONTRACTOR IS RESPONSIBLE FOR WALL PENETRATION AND WEATHER HOOD. SEAL WALL PENETRATION WEATHER TIGHT. REF: TO A5,DLT8 19 ROUTE REFRIGERANT LINES TO CORRESPONDING UNITS. 20 LOCATE BOTTOM OF REFRIGERANT LINE SUPPORT 6' ABOVE GRADE. (TYPICAL) 21 TRAP CONDENSATE AT FLOOR LEVEL AND DISCHARGE INDIRECTLY INTO FLOOR DRAIN. REF: 1IM-1 FOR DRAIN LOCATION. 22 ALL WIRING THIS DETAIL, BY ELECTRICAL CONTRACTOR. 23 REFRIGERATION LINES ARE SHOWN ONE ABOVE THE OTHER FOR CLARITY. ALL PIPING TO BE SUPPORTED HORIZONTALLY WITH ONE COMMON TRAPEZE HANGER AS REQUIRED. 24 CONTROL WIRE MINIMUM SIZE #12 AWG. SYMBOL H LEGEND HEAT CIRCUIT FOR EVAPORATOR E MOTOR CIRCUIT FOR EVAPORATOR DH DOOR HEATER OL DOOR LIGHT OENCLOSED NUMBER INDICATES QUANTITY OF CONTROL WIRES. REFRIGERATION PLANS G=�1LIVl1�� L7 0 IERCE, FL PLAN: 3/1/89 UMBER: 148541/89-807;A MAY 23,1989 FL�7EI: BY: KRC OF, _ P., 3 f12 (FAN WIRING), 3 f12 (FAN WIRING), 3 f10 (HTR. WIRING), 3 08 (HTR. WIRING), 1f 10 GRD. TO 1 08 GRD. TO CONDENSING UNIT. CONDENSING UNIT. 3/4' C. 3/4' C. J J MANUAL MOTOR STARTER SWITCH EQUAL TO SQUARE D 'KW-2C' FOR i COOLER i iFREZZER i FAN DISCONNECT. iFREZZER i EVAP. � TYP P. ! 'EVAP. I � TY TYPICAL OF ALL EVAPORATOR UNITS. EVAP. i � TYP. FAN AND HEATER WIRING TO CONTINUE TO 2NO EVAPORATOR UNIT. EVAPORATOR POWER WIRING DETAIL 6 NTS RE: 11R-2,2/R2 SECURE STRUT TO TOP FRAMING OF rELEC/-WHERE REQUIRED COOLER/FREEZER PANEL iii i tf FOR (2)SECTION PANELS LIGHTING CONTACTOR i -1 12 GA.1 5/8'x1 5/8' ) i' STRUT. BOLT TO FLOOR it WITH 3/8' BOLTS. ii ii IOM L/H FLOOR IFP PANEL MTG. DETAIL 3 NTS RE: 1IR-2 WIRING CONNECTIONS FOR INFORMATION ONLY. REFER TO COOLERWREEZER INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION. FAN CONTACTOR TYP. WIRING AT CONDENSOR 1 2 3 3 F V TYP. WIRING AT LLL COOLER/FREEZER 17 HEATER PUMPDOWN CONTACTOR SWITCH 3 012 (FAN WIRING), 3 08 (HTR. WIRING), 1 08 GRD. TO CONDENSING UNIT. 3/4' C. 1 1 2 3 4 5 6 T1 T2 T3 1 1 1 2 3 1 4 15 16 jTijT2 T3 I 1 1 1 1 I 1 I I I I 1 1 1 1 1 1 10 i i 1 i M M i I i "OLENOI 1 i M M , t t i FANS I ROOM 1 i FANS t 1 1 3 1 1 THERMOSTAT 1 1 3 I 1 1----- t DEFROST 1 HEATER t t L----- I DEFROST HEATER I TERMINATION TERMINATION t 1 1 I EVAP #1 EVAP #2 PAIRED EVAPORATORS CONTROL DIAGRAM NTS RE: 11R-2 LCL-23 H C — o I N O 1 G o 1 L_- BLUE WHITE RED 1 , TO ALARM LC-4 I ON IOM LC-4 OFF LCL-13 :V �j LCL-15 LCL-17 SPARE SPARE SPARE DOOR LIGHTS COOLER CONTACTOR CONTROL NTS RE: 1/R-2 I O12 PRE -WIRED ELEC. PANEL (------------ I i L L H H r----______-_ _.�-_.__------- --� 1 LCF-35 LFR-35 H I H N � N 1 I 4_____�_ __j L__ BLUE B I tl COOLER CONDENSING Ie 0001 i 1 UNIT 13 1L- ----- 15 18 ---- - F____1 TO ALARM r f LC-4 ON I0M I LC-4 I I I LC-4 OFF LC-4 LFR-13—'— IF—' LFR-15 LCF-13—'-1F-1 LCF-15 j LCF-17 —� LFR-17 LFR- LCF-f--� LCF-2121 F- —}- LFR-21 21 LFR-23 -L I LCF-23 ODOR LIGHTS DOLOR LIGHTS FREEZEF CONTACTOR CONTROL 14 NTS RE: 1/R-2 PRE -WIRED ELEC. 5 EEZER CONDENSING PANEL �I IT 12 / � _ ---------------------------------- ® 0 I 0 00 00 PRE -WIRED ELEC. 12 I PANEL FREEZER CONDENSING UNIT IRM 13 3 1 1 E-3 E-3 15 18 REFER TO 11E-3 FOR ELECTRICAL 18 15 EXTERNAL TO COOLER/FREEZER. TERMINATIONS AT IOM'S AND TO ENERGY ENERGY MANAGEMENT PANEL TO ENERGY TO ENERGY MANAGEMENT [BY ENERGY MANAGEMENT CONTRACTOR. MANAGEMENT 3/4'C. MANAGEMENT 3/4'C. f12 AWG THHN 3/4'C. 012 AWG THHN f12 AWG THHN LIGHTlHORN ALARM LIGHT/HORN ALARM 8 RE:41EM-1 TYP. 3 4 RE:4/EM-1 TYP. R-2 R-2 24 PNL 'LCL' 24 3 4 1 1 - — 24 WIR 2020 LCF-14,16,18 LFR-14,16,18 LFR-25,29 3 5 flow LCF-25,29 flow IOM PNL 'LFR' LCL-13 HE LCL-23 R-2 R 2 — ENTIRE KTS. LCF-35 PNL 'LCF' —ENTIRE KTS. LFR-35 HE �F-24,26,28 HE LFR-24,26,28 flow 7 LCL-15 7 4 LC-2 flow 7 4 LC-2 flow ENTIRE CKT. �C_ 4 flow J CF-30 ENTIRE CKTS. 2 \ FR-30 ENTIRE CKTS. �i ENTIRE CKT. 3 LCF-21,19,17 3 L J LFR-21,19,17 3 L i LCF-13,15 L FR-13,15 H i LCL-20,22 H flow 9 flow flow LCL-1 OL H 9 OH E10IRE CKTS. 10W H E TIRE CKTS. D ENTIRE CKTS. LCF-2 NTIRE CKTS. LFR-2 ENTIRE CKT. H � �L "0"" HDL J E 2 LCL-24,26 J E 2 ' DL 2 E J OL flow J IOM J I IOM D 2 J OL ENTIRE CKT. DL D 8 LFR-33 L D v 8 H H 0 LCF-33 4 H 16,1 L 16,18 H 4 2 26,26 2 J WIR-2020 J 26,28 J 7 WIR-2020 7 D 7 L D D WIR-2020 J T J J T J H J T J H OH H � 2 L 2 2 2 7 2 7 1 7 2 9 21 1 2 79.21 H \ 1 7 3H 1 1.4 H 7 10 TYP. 2 eo TYP. OF 5 LCL-18 H,.1 LCL-17 -7EdMEa m 2 I 11 9 W TYP. TYP, OF 4 \ 7 - T J D 7 2 e/ 7 6 4 YP. 10 J 2 R-2 R-1 6 R-2 2 p L F-20,22 H J TYP OF 5 H H 8W ENTIRE CKTS. 16'-0 TYP. 22 17 E-1 LCF-23 D L p flow FREEZER ENTIRE CKT. ELECTRICAL FLOOR PLAN SCALE: 1/8' = 1'-0' 22 nl-rrn 'rn CN Ir r n rnn I• 2 •�LFR-20.22 f8W ENTIRE CKTS. �M GENERAL NOTES: I. FOR KEYNOTES REFER TO SHEET R-1 REFRIGERATION PLANS ❑ c®(moftong EnalneeTs FT. PIERCE, FL FAC. PLAN: 3/1/89 JOB NUMBER: 148541/89-807.0'. DATE: MAY 23, 1989 DRAWN BY: GMM SHEET R�20F NUMBER: 2 u ANALOG LIGHT 3/8' LIQUID TITE CONDUIT HANDY BOX- FROM J-BOX TO EVAP. COIL. RTS-10—\ — MOUNT RTS-10 AS CLOSE TO HANDY BOX AS PRACTICAL, SECURE REMOTE SENSING BULB CABLE W/APP. STRAP DEVICES. PLACE REMOTE APPROXIMATELY 3' OFF CENTER IN MAX. AIR STREAM OF EVAP. 0 o Cf 0 0 OUTDOOR TEMP, SENSOR OUTDOOR HUMIDITY SENSOR ROOF LINE — 0 1 m STRUCTURE 3116' PLATE. BREAK EXTERIOR EDGE, PRIME` — AND PAINT. ELECT. CONTRACTOR TO PROVIDE 1/2' — GRC NIPPLE, LOCKNUTS 8 BUSHINGS TO BOX. --WEATHER HEAD 1/4'x 3' U BOLTS 8 NUTS FURNISHED WITH POLE KITS !/4' EMT 3 8'x 364 ELECT. CONT. TO PROVIDE AIL THREAD ROO, BEND AROUND POLE AND PROVIDE NUTS AND WASHERS ELECT. CONTRACTOR TO FURNISH 4x4x4 NEMA 38 JUNCTION BOX TEMPERATURE SENSOR AT EVAPORATOR UNIT NORTH SENSOR -MAST MOUNTING DETAIL_ N.T,S. RE:1/EM-1 ® . N.T-S. RE:1/EM-1 CABLE AS SHOWN ON 1/EM-1 BUSHING AT END OF CONDUIT 1/2' CONDUIT 4SQUARE BOX WITH ETM-2010 UNIT HEATER 18'-0' HANDY BOX (SENSOR) A.F.F. UNIT HEATER DETAIL 7 •max,, _ . N.T.S. RE:1/EM-1,8/EM-1,9/EM-1 ( FACT[ DUCT TEMPERATU SENSOR (FACTOR INSTALLED) ''Y INSTALLED) ( ETM FAN CONFIRMATION SWITCH FA RY I TALLEO) TO RTU 6 " -0 TO RTU WIR-20 COIL WIR-2020 NOTE ALL WIRING TO FACTORY INSTALLED DEVICES ARE ALSO FACTORY INSTALLED 6 ROOFT 0 UNIT DIAGRAM N.T.S. RE:1/M-4 PRESSURE DIFFERENTIAL SWITCH (FACTORY INSTALLED) (1) WIR 2020 CABLE (1) WIR 2020 CABLE (1) WIR 2020 CABLE 1� TO IBM #1 TO IBM #2 TO I0 03 t'r S-0 H 0 ALS 14@EML- v� 1 6 'M-' M-1 (TYP. ) I , - ----- « --- Q\ UH-2 P P - -- - - -- r 24 i P P RTU-I WIR-2020 � R I R I .. 5-20 3-21--fir r-ri S-22 'ji 1T. TO _XECUTTVE 1 1 1-1 ,;ROLLER 5-23 i co"CO -10 EM-2Ll ..—�-- r`- p,; . WIR 2020 J J J f T J L LJ l - - - * ` _ RTU-23' --- �ZRTU-20 = &�_d ° _ -- -- �� (1) WIR 2020 CABL(1 IOM #2 TO)IOMR#2020 CABLE 4\\ - J _ p`\ /� RTU 22 TO IOM #4Z(1) WIR Z020 CABLE j ii p R7 21 �\ JJ( (24) 016 THHN IN 1/2' C. TO IOM 01, 02 #3 I ry _ COOLER/FRL�L_R COMPRESSOR EMS PLAN L . _WTR Pn2n °N JMS MS jRTU-18 iJ \ \\ RTU-19 ._.- �—_—_—a 6 -_ r--d E j JJ \ B M J \44�M-j 1 D ; TO EXECUTIVE ire—®..& CONTROLLER ry II 4 r 11 S-19 2020 11 \ r � _ 1 t i tr r e - _.,_ i RTU-17 S-17Is —_ C u n } u 1 u ! -- - , RTU-16 p u r n S H.. _ S-12 _...._.. _ - -- \ G n If n r n n u 'r - - '•• ` II I , 6 13 \ If 1 11 \- II , r a u r u r n 1 � I .-, � a'RTU-14 I I -- n F i! / --RTU-13... II r S p r 11.:-. \ 11 \, h .._t1"-"ri (11 WIR 2020 CABLE d Jr c It it i It r U TO ION #3 (TYPICAL) -- - II , , ,, 11 q FOR (2) EVAPORATORS) S-10 — -- Ir II , h r RE: /EM-1 r - r ATU-11 I S 9 I T `-'gTU-9 - - -- - r I 1 S-6 r:.: RTU^10__� 5-11 (1) WIR 2020 CABLE (11) WIR 2020 CABLE FOR (2) EVAPORATORS) FOR (2) EVAPORATORS) i - --_; - j { -� TO LL - ROE:I9MEM11(TYPiCAL) RE:I9MEM21lTYPICALI I � &-7 r Ir S-8 1 f •_ _-_ -_• - - - , - M-3 COOLER/FREEZER EMS: PLAN --- {_� _1 � ..:._ 1 RTU-6 RTU-7 M-3 I 1l 11 IJ = S-2 JM- 0 TO RTU-1 3 2-----, 3 RTU-2 ----- - -- --- -- (--• - ---, M-4 . �RTU-2 d , i°'RTU-5 != C - ---- _ -- �T l ....+ .__.. J �.} �I.. _ WIR E020 (TYP) - --- --�'�{ 1 1 S +614 �4 1 2,2 3 RTU-3 RTU-4 - - -- I I LJ K - _J J dill i 3 S-2 - S 5 (� -------- 1 1 i i i J EM-1 ___-- WIR 2020 I WIR 202 ; --- - — 1 L VL V A u OFFICE EMS PLAN RECEIVING OFFICE EMS PLAN 6 . •,. ".^, ev�sLm+sxaararw .. _... -... ... ..:e!. I 1 : 1 I i I I I I 1 I I I I I I I I I 665 6 z ` EMS CABLE PLAN 1/32' = 1'-0' h ENERGY MANAGEMENT SYSTEM NOTES 1. NOT USED 2• I.D.M. (INPUT/OUTPUT MODULE): I.O.M. BASEPLATE TO BE FURNISHED BY ENERGY MGMT, CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. INSTALL I.O.M. BASEPLATE IN ACCORDANCE TO NOVAR CONTROLS PROCEDURE. I.D.M. ELECTRONIC MODULE TO BE FURNISHED AND INSTALLED BY THE ENERGY MANAGEMENT CONTRACTOR. 3. NOT USED 4, NOT USED. 5. NOT USED. 6. CABLE SETS: ALL CABLE SETS TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FIELD ROUTE CABLES EXACTLY AS SHOWN ON DRAWINGS NO DEVIATIONS WILL BE ACCEPTED. 7. C98LESET : ELECTRICAL CONTRACTOR SHALL NOTIFY ENERGY MANAGEMENT CONTRACTOR IN WRITING 10 DAYS PRIOR TO INSTALLATION OF ENERGY MANAGEMENT CABLE SETS. ENERGY MANAGEMENT CONTRACTOR SHALL INSPECT CABLES AND APPROVE BEFORE INSTALLATION OF CEILING, B. NOT USED 9. NOT USED 10. NOT USED. 11. NOT USED. 12. FIREWALL PENETRATIONS: ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRESEAL AT CABLE ENTRANCE AND EXIT OF FIREWALL. 13. NOT USED. 14. NOT USED 15. FOR INFORMATION ONLY. REFER TO NOVAR INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION. 16. NCC RESERVES THE RIGHT TO CHANGE AND/OR MODIFY ANY/ALL COMPONENTS, AND TO MAKE CHANGES TO EQUIPMENT DESIGN. 17. ANY CHANGES MADE TO EQUIPMENT WILL, IN NO CASE, BE OF THE SORT AS TO LEAVE INSTALLATION OBSOLETE , WITHOUT APPROVAL OF OWNER. 18. MINOR CHANGES IN MATERIAL OR TERMINATION POINTS, SHALL IN NO CASE, CAUSE INCREASE IN COST TO OWNER, OR SERVE CAUSE TO START CHANGE ORDER PAPERWORK. NO CHANGE ORDERS IN HOOK-UP WILL BE ACCEPTED BY OWNER OR NCC. 19. NCC WILL NOTIFY CONTRACTORS AS SOON AS POSSIBLE, OF ANY AND ALL CHANGES IN DESIGN OR SUBSTITUTION OF EQUIPMENT. 20. FOR INFORMATION ONLY. REFER TO NOVAR INSTALLATION INSTRUCTIONS FOR CURRENT LAYOUT AND CONFIGURATION. 21. REFER TO SPECIFICATIONS FOR INFORMATION AS TO EACH CONTRACTOR'S RESPONSIBILITIES. 22. FIELD INSTALL INTERFACE RELAYS AT COMPRESSOR FOR LOW PRESSURE SWITCH. LOCATE FIELD IFP RELAYS AT ELECTRICAL CONTROL SECTION AND RUN 016 AWG THHN CONDUCTORS FOR ALL FIELD INTER- FACING. CONNECT RELAYS TO SWITCHES SO THAT WHEN SWITCH IS ACTIVE, CONTACTS ARE CLOSED. it PROVIDE HOOK-UP AND RELAYS. FIELD VERIFY ALL COIL VOLTAGES BEFORE INSTALLATION. 23. SUCTION PRESSURE SENNORS� FURNISH SUCTION PRESSURE SENSOR TO REFRIGERATION CONTRACTOR. TO INSTALL IN SUCTION LINE. CONTROL CONNECT- IONS TO BE MADE BY EMS CONTRACTOR. 24. QEFROST RELAY: FIELD INSTALL OEFRDST RELAY AT COMPRESSOR. FIELD VERIFY COIL VOLT- }" AGE AND COIL REQUIRED, BEFORE INSTALLATION. a; RUN #16 AWG THHN CONDUCTORS FOR INTERFACING. INSTALL RELAY AT ELECTRICAL SECTION OF COMPRESSOR. CONNECT IFP RELAYS SO THAT WHEN DEFROST IS ACTIVE, CONTACTS ARE CLOSED. 25. LABELS1 LABEL ALL RELAYS WITH PERMANENT IDENTIFICATION. MOUNT ALL RELAYS ON MOUNTING RAIL AT SAME ENCLOSURE. RUN ALL CONDUCTORS IN CONTINUOUS LENGTH WITH SPLICE. IDENTIFY ALL CONTROL CONDUCTORS AT BOTHE ENDS WITH ! PERMANENT IDENTIFICATION. w' ENLARGEF EMS PLANS {c }, x FT. PIERCE, FL. Y k FAC. PLAN: 3/1/89 *` JOB NUMBER: 148541/89L8074 Kt DATE: MAY 23, 190 N c DRAWN BY: tie SHEEN NUMBER: OF $' •`.:Y#• v �' r .p s I. � M F Rh S� 5t ,r =k (1)WIF i v w - gr� SATELLITE ,WERFACE (AT l91+71E, ,t1TE}RECEIVER) SAT CABLE WI"020 NATTIMETER'#PQNER CO./OR,NCC) GABLE WIR-2020 WAT WIR-2020 TYP. RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-6 RTU-7 RTU-8 INDOOR TEMP. SENSOR--, . S-0 S-1 S-2 S-3 S-4>- S-5 S-6 S-7 S-8 INDOOR HUMIDITY SENSOR H-0 ANALOG LIGHT SENSOR — ALS ETM ETM ETM ETM ETM ETM ETM ETM OUTDOOR HUMIDITY SENSOR H-0 REMOTE OUTDOOR SENSOR WIR-2020 S-0 COM. CABLE WIR-2020 (8) WIR-2020 (4) WIR-2020 CONTROLLER REAR FRONT 9 LOSS WIR- EM/1FP-16 EM/1FP-4 SENSOR PANEL 'HH' IR-2020 REMOTE ALARM l (4) WIR-2020 REMOTE OVERRIDE PNL. (MGRS) I I PNL. (MGRS.) (4) WIR-2020 CABLE 7 WIR-2020 TO EXECUTIVE CONTROLLER WATT METER p FROM PANEL •HA' GLOSS SENSOR DE AND/PHASE LOSS HOOK-UP 2 N.T RE: 5/EM-2 RTU-9 RTU-10 RTU-11 RTU-12 RTU-13 S-9 S-10 S-1� S 12 S-13 ETM 1 X ETM I X ETM ), � ETM K k ETM ALARM PANEL (BURGLAR MANAGEMENT AND FIRE ALARM) WIR-2020 TO NEAREST RTU RTU-18 RTU-19 RTU-20 RTU-21 S-18 S-19 S-20 S-21 ETM � X ETM k � ETM ETM J-14 RTU-15 RTU-16 RTU-17 -14 S-15 S-16 • S-17 ETM ) a ETM RTU-23 RTU-24 S-23 S-24 Elt � J ETM k , ETM ETM REMOTE TEMPERATURE SENSOR IN BUILDING(TYP) REFER MECH. PLAN ELECTRONIC THERMOSTAT MODULE FACTORY MOUNTED IN RTU DOCK UNIT HEATER ETM 2020 ETM G E N D NOTES 5 T PERATURE SENSOR 26 & 28 F T 1 ALARM RELAY 29 \J P SSURE SENSOR. 23 D R93T RELAY 24 & 30 7 L & & HIGH PRESSURE IL SWITCH RELAY 22 MS MA NETIC SWITCH 27 L H LI HT HORN ENEGGY MANAGEMENT SYSTEM NOTES 26. WALK-IN TEMPERATURE SENSORS: DETERMINE WHICH EVAPORATOR UNIT IS FURTHEST FROM THE REFRIGERATION SUPPLY SOURCE. MOUNT TEMPERATURE SENSORS TO TOP OF EVAPORATOR COIL. RUN REMOTE BULBS TO SUPPLY AIR SIDE OF COIL (AT ENO OPPOSITE REFRIGERANT LINE ENTRANCE) AND 'TY-RAP- TO HOUSING. 27. MAGNETIC SWITCHES: INSTALL MAGNETIC SWITCH SO THAT CONTACTS IN SWITHCH ARE CLOSED WHEN COOLER/FREEZER DOOR IS COMPLETELY CLOSED. LOCATE SWITCH TO PROVIDE MAXIMUM PROTECTION FROM DAMAGE. 28. CASE SENSOR: INSTALL CASE SENSORS AT KICK PLATES ON REAR OF CASE. RUN REMOTE SENSING BULB THRU CASE TO SUPPLY AIR FAN (BOTTOM) AND SECURE WITH NYLON TY-RAP. 29. FACT 1 ALARM: PROVIDE INTERFACE RELAY FOR FACT 1 ALARM. (FIELD VERIFY TYPE REQUIRED). CONNECT FIELD RELAY SO THAT RELAY CONTACTS ARE CLOSED IN ALARM CONDITION. 30. DEFROST RELAY: PROVIDE INTERFACE RELAY FOR FACT 1 DEFROST MONITORING. (FIELD VERIFY TYPE REQUIRED) DEFROST RELAY REQUIRED ONLY ON REFRIGERATION CIRCUITS USING HOT GAS OR ELECTRIC DEFROST. CONNECT FIELD RELAY SO THAT RELAY CONTACTS CLOSE WHEN DEFROST IS ACTIVE. h j . I IG; PLAN ( r I o� c2 \ o ti 5 0� i HL-5 o ... O __ ___ o� 28 20 16 16 �------, i i i i •1i i �iYYlTfif 1- _J L. _ .._J e - v (TVP .) _..--Via_--- (\/ r-ll If ,._. 11 11 'ir-,r'-'11 --___i - 1 I NL-4 1 10 -0' r II a II u u u u u J---#10W W _ - - - - --_) � I Q L_J _ _ i i i HL-50' L"..J L_1_J L._J-J - 17 37 16 17 37 14-0 r-, r-r-, r r-, 20'-0' O #10W RE: i0'-0' 19'=0' i70' _ D'-0' 17 37 37 17 RE: 2/E-2 IOwl i I I I i ' 20'-0' FOR ONT. t L_J L '_J I--J r _., t TYP.)inks IL- .�5 16 I I I I {- 4------ r------,. HL-44146,48 _I J , _ _ _ _ _ _ _ 'i ! 12W 37 17 16 I I I I I I I IV 11 #10W. �`� HL-43, �1�` ail 1I� ail - J- 44 46 i ENTIRE CKT.\ 45,47 1I 1 I� 47 q �` 13 ! r� 44 46 48 - -_ 4 4 4 II \� #12W 43 y \� II 11 4 4 4 1 I I HL 38 , 11 \\ i it 11 11 ��� ! ii 14' -0' - -- - ems. It it 1 I If 1 ! I' II \ I I� ..----...-- - -- ... ---_.143 I If 40,42 1 ! II _ 7 43 45 47 17 37 I 1 II ! y - ! #12W 4 1i I II 38 40 _. 42 - 38._ - - Al2 38 ! 11 If 40 h I Ii Ii IIpIdIII 42 HL-37, III , i� iIt{I t 42 40° _ 42 _ 3_8 i 40 39,41 i i!#12W II 3436' 1 -6• 37 I#12W i41 i i3a3739 14 0 4 II 37 39 41 - --- - - ...--- - -- - --- - 0' -0-0' '0-234-36l 10 Lim - 36, 32 34 36 32 34 36 32 36 32 34 36 32 3436 i 32 34 -- ---- - -------------, r--- 17 HL-52 ------- o-------- - ---- I #8W i 10'-0. 37 17 I 17 37 i 15-0 ° HL-31,33.35 ° CKTIR 10'- 16 1 - #12W - -- - - - -_ --- - --- 31 33 1347-41 31 33 .4 31 33 35 16 i 33 35 31 35 --------"p -------r - _ _ - --- - --- 6 13 - ---- .. HL-26,28,30 13 i 37.0 j. _._____ N_._____. #i2W I I E-2 TYP. TYPE 13 i --- - --- -- - -- - -- --' --------------------- --- 28 30 26 28 30 . - - -- 28 L 30 26 28 -- 28--- ---30 --- 28- -- -- 2 30 26 26- --- _ HL-25,27,29----�--- i10'-0'. #10W =- - Z9 - - - 25 - - 21� 29 25 27 -- - ---- -`- - ------ 25-----' 27 29 25 29 125 29 25 27 29 I j j 27 -- HL-20,22,24 -- 1 #SOW `---------- --- I ------ .------- - -------J 24 20 1 22 � 20 22 24 20 22 ' 24 -- _ 20 ----- 22 _---_ 20 22 24 22 1 HL 19j21,23 15-0 ''1 -- --- --- --- - flow- 16 i ° i _ ° _ - - - -- - ---- ------------- 23 ---' 19 21 c 23 r- 21 -- ' 23 19 0 21 23 19 21 23 19 21 --- ---1 _. . - - - - I 2HL-14,16,18 L---------J L_ 0 TYP. FOR ALL TYPE i6 ---_----' I 13 #10W - - -- 18 ------------------ 16 - ----- -' 18 14, - - 18 .__ � 14 " _ 16 18 14 16 141619 14 18 14 1 16 1 4 --------- - -- H.1 _o --- 0 ------ - HL-13,15,17 -- _ ------------------------------- 1 I ' -------------------flow Ito, -04 -------------- 13 15 ----__.17 13 13 15 17 13 15 13 -- 15 I 13 15 _-_ L------- - --- ---' C2 1 -0 HL-8 10 12 ---------------- - 18- 8 �--•- • 18-0 18-0 I 18-0 18 0 18-0 1 1 .1 18-0i 18018-0 18 0 18-0� {----- #BW -- -' L----- ----- ----- 18-0i - 18 - I 10 12 a ---- 8 as ---- 10-------i2-, - ---, r-- 10 12 10 12 HL-7.9.11 _1� _12 8_ -- l - ----- g--------a �------- 12----- � 8 ' � _ 01 --------' --- -- li 7 9 11 7 9 11 7 -` 8.2 10 9 ( ------ 9 11 I '� 17 37 HL 2,a,6 1 _... --- _� r , rr, r,-, rT_, rr, ter, rr, rr, rr, r 1f JL1J LI..J LJ.J 11.J 1.1J lJ_J L1.J L1_r L1J L1J L N B i I 4 $_. 4x �m 2 .6 y. 4 6 2 4 2 4 6 2 --II B 4 �9 TYP. -____---___J f 10' 0' J E-b .• i• i' .... -.- HL-56lPART) r} o ' ---T, RE: 2/E-6 17 21 21 17 HL-1,3.5 11 flow 5 i 3 5 1 n i 3 5 i 3 -- ---- -- ---- -- II'a A.i 1 I 5 i 1 (TYP.) ( i i _ TYP. 20 16 I "` I HL-56 PART) 2 RE: 2l -6 E-1 E-2 E-2 I I I 28 20 I TYP. 1 I I i TYP. ' ' , CEILING MOUNTED JUNCTION BOX HL-56 FOR PARKING LOT LIGHTS. REF. TO CONTACTOR I I LIGHTING PLAN TO CIVIL PLANS FOR NUMBER OF RE: 1/E6, 21E6 CKTS. AND TO ELECTRICAL SPECS. 2 2.1 2.2 3 3.1 3.2 4 4.1 4.3 4.5 � 5 J 5.1 5.2 ( 6 ) 6.1 6.2 7 7.1 00 00 0 0 0 NOTES. 1.CURITYACM RA R CFTACLE: MOUNT RECEPTLEATD LOWER GURU OF JOIST AT LOCATION INDICATED. 2. SALES FLOOR CONVENIENCCEPT E REACLE: MOUNT RECEPTACLE IN WEB OF COLUMN AT 6'-0' AFF. 3 ELECTRONIC DISPLAY W n j;=- lTl FT ASSFMRf..Y_ CONN CTIDN: SECURE FEEDERCONDUITSTO RACKS AND RISE TO JOIST FOR HOME RUN, REFER TO INDICATED SECTIONS AND DETAILS FOR MULTI -OUTLET ASSEMBLY MATERIAL, ARRANGEMENT AND MOUNTING REQUIREMENTS. „ 4, MOUNT RECEPTACLE, CAST IRON 'FD' BOX WITH CAST IRON WEATHER-PROOF COVER, TO RTU HOUSING AT LOCATIONS INDICATED. ALL CONDUITS PENETRATING ROOF ARE TO USE RTU CURB. 5, SPECIAL DISPLAY RECEPTACLES: MOUNT RECEPTACLES AT 0'-6' AFF AT TYPICAL LOCATIONS INDICATED. UTILIZE TWO GANG TANDEM BOXES (CAST IRON; FS OR FSC, AS REQUIRED) WITH CAST IRON WEATHERPROOF COVERS. 6. SPRINKLER RISER CONNECTION. 7. AIR DRYER : RECEPTACLE NEMA L5-30R +48'AFF FURNISH AND INSTALL 6'-0' OF 10-3SO CORD AND L5-30P MALE CAP. B. LIFI: RECEPTACLE NEMA L5-30R +36'AFF. FURNISH AND INSTALL MATING PLUG BODY L5-30P. 9. TI8E BALANCER: RECEPTACLE NEMA L15-30R +36' AFF. FURNISH AND INSTALL 6'-0' OF 10-4 SO CORD AND L15-30P MALE CAP. 10. CONDUITS BELOW 18': SEAL IN ACCORDANCE WITH NEC 511 4. ALL RECEPTACLES IN THE TMA SHOP AREA SHALL BE MOUNTED AT +36'AFF UNLESS OTHERWISE NOTED. 11. AIR AMPRESSOR: FURNISHED BY OWNER AND AND CONNECTED BY ELECTRICAL CONTRACTOR. 12. PANEL 'HT' FEEDER: INSTALL O.Z./GEDNEY CFS SERIES 3-HOUR FIRE SEAL OR EQUAL THROUGH TBA WALL. (UL #R81-58) 13. FIRE WALL PENETRATIONS: INSTALL O.Z./GEDNEY CFS SERIES 3-HOUR FIRE SEAL OR EQUAL WHERE CONDUITS PENETRATE FIRE WALL. (UL #R81-58). 14. CEI INS OUTLETS: MOUNT AT BOTTOM OF BAR JOIST BETWEEN LIGHT FIXTURES. 15. TMA TELEPHONE: FURNISH AND INSTALL NECESSARY MATERIALS, INCLUDING: A. 3/4' CONDUIT WITH PULL WIRE FROM EACH TELEPHONE OUTLET INTO CEILING CAVITY OR BAR JOIST SPACE OF MAIN STORE AREA. B. OUTLET BOXES AND COVER PLATES AS SPECIFIED. 16. WATER HEATER: RECEPTACLE NEMA 5-20R MOUNTED AT WATER HEATER LOCATION. FURNISH AND INSTALL MATING CORD AND PLUG. 17. FINAL CONNECTION: WHERE 20A BRANCH CIRCUITS HAVE #8 AWG OR LARGER WIRE SHOWN #10 AWG WIRE MAY BE USED FOR FINAL CONNECTION (15' MAX) 18. TELEPHONE: FURNISH AND INSTALL 3/4'C. 1'-0' INTO CEILING JOIST SPACE ABOVE SALES AREA. TERMINATE CONDUIT AT HEIGHT INDICATED AND INSTALL INSULATED BUSHINGS ON BOTH ENDS. 19. TRUCK DOCK LIGHT: CORD CONNECTED, +78' TO BOTTOM OF FIXTURE. GENERAL NOTE: BRANCH CIRCUIT WIRING BETWEEN INDIVIDUAL SALES FLOOR LIGHTING FIXTURES MAY BE #12 AWG, UNLESS OTHERWISE INDICATED. 'HOMERUNS' SHALL BE SIZED AS INDICATED. 'MODULAR' PLUG IN WIRING SYSTEMS - ARE ACCEPTABLE FOR WIRING BETWEEN THE INDIVIDUAL SALES FLOOR LIGHTING FIXTURES ONLY. MODULAR WIRING SYSTEM, IF USED, SHALL BE SUPPORTED IN A WORKMAN LIKE MANNER. LIGHTING PLAN MA e. -y Ej FT. PIERCE, FL FAC. PLAN: 3/1/89 JOB NUMBER: 148541/89-807,0 DATE: MAY 23, 1989 DRAWN BY: GMM c (h i SHEET F - " U NUMBER: OF 9 NOTE: WHERE FIXTURES RUN PARALLEL WITH THE JOIST THE ELECTRICAL CONTRACTOR SHALL PROVIDE P3300 UNISTRUT IN SUFFICIENT LENGTHS TO SPAN JOIST. SECURE UNISTRUT TO THE STRUCTURE AND MOUNT FIXTURES TO THE UNISTRUT USING APPROPRIATE HARDWARE AND MOUNTING CLIPS. STRIPLIGHT 'MOUNTING DETAIL NTS RE: 2/E-1,3/E-2 11 E - 5 (TYP.) ' \ 0 RE: 2/E2 FOR CONTINUATION o as 5 E-6 ._ , � r b t k O ,r A b HL-58 /fir g2 O i - gti i I I b � RECEIVING DOCK LIGHTING SCALE: 118'=1'-0" RE: 1IE-1 HL-50 RE: 11E1 FOR CONTINUATION HL-50 T LIGHTIG RE: 4/E2 CONTA TOR 2/ FOR CONTINUATION. 0 I 1 1 1 15 20 LOR-32 M r.. EF-5 REFER TO 2/M-4 4 _ II RECEIVING OFFICE LIGHTING i ew .� SCALE: 11B"=1'-0" RE: 1IE-1 a .,a � I y p �•' • I' I ail. BAR JOIST------ OUTLET BOX JOIST ANGLE-- ELECT. CONDUIT 0 0 �APPLETON €8458R "- SWIVEL ALIGNER OR SECURE OUTLET BOX EQUAL. OBL. NUT TO JOIST WITH MIN. ALIGNER TO OUTLET BOX. OF (2) 1/4 x 20 MACHINE SCREWS, DOUBLE NUTTED. ALL CONDUIT CONNECTIONS BETWEEN JOIST OUTLET BOX AND FIXTURE OUTLET BOX, SHALL BE THREADED. COMPRESSION OR NO -THREAD CONNECTIONS ARE PROHIBITED. �_---•--OOUBLE LOCK NUT /2' IMC CONDUIT DOUBLE LOCK NUT 000 OUTLET BOX -TYPE 13 FIXTURE BOTTOM OF FIXTURE TO BE 15'-0' A,F.F. EXIT LIGHT MOUNTING DETAIL 6NTS RE: 1/E-1 1 TYP. WALL MOUNT FIXTURES AT HL-50 96' A.F.F. (TYP.) RE: I/E-1 r 17 FOR CONT. 5 LECTRICAL SERVICE ROOM 5,=1'-0" RE: 1/E-1 i. TO SWITCH 11E-2 BELOW r�rRE: HL-60 #10W TO PNL. I I I 1 b (TYP.) I E-2 HL-60 RE: 1/E-2 FOR CONTINUATION 2 2.1 2.2 b b b EZZANINE LIGHTING PLAN SCALE: 1/8'=1'-O' RE: 1/E-1 TO EF-3 RE: 3/E b 2 TO MEZZ. 5 LIGHTING RE: 3IE-2 12 -- -- Gbb�b E-5 _ i I r �9' HL-60 RE: 3/E2FOR b 2 1 CONTINUATION TION 2 2 OFFICE LIGHTING PLAN SCALE: 1/8'=1'-O' RE: 11E-1 bTO EF-4 RE: 3IE4 i 1 —i I 1 I IL I (__1 I I F— r I I I V I TYP. 3 I I I I b 20. 21. EXIT LIGHTS: USE ONE PIECE BOX FOR MOUNTING. FURNISH AND INSTALL EXIT SIGNS FOR ALL EXIT DOORS. REFER TO ARCHITECTURAL_ DRAWINGS FOR CORRECT NUMBER AND LOCATION OF EXIT DOORS. A. IN AREAS WITH CEILING, MOUNT SIGNS ON CEILING 2'-6' FROM WALL AND CENTERED ABOVE DOOR OPENING. B. IN AREAS WITHOUT CEILING MOUNT SIGNS ON WALL CENTERED 1'-0' ABOVE THE DOOR OPENING. EMERGENCY IGHjS: CONNECT EMERGENCY LIGHTS TO LIGHTING CIRCUITS SERVING ADJACENT AREA AS SHOWN ON THE DRAWINGS FM R Ftvt Y LIGHTS SHALL NjT BE SWITCH 0. ' MOUNT EMERGENCY LIGHTS ON WALL OR COLUMN 12'-O'AFF. OR 12' BELOW CEILING WHICHEVER IS APPLICABLE. REFERENCE DETAIL 11, SHEET E-5. FURNISH AND INSTALL EMERGENCY LIGHTS FOR ILLUMINATION OF ALL EXIT DOORS. REFER TO ARCHITECTURAL DRAWINGS FOR CORRECT NUMBER AND LOCATION OF DOORS. 22. DATA OUT TS: ROUTE 3/4' CONDUIT UP TO BAR JOIST SPACE. INSTALL BUSHED FITTING ON CONDUIT ENDS AND OUTLET BOX WITH BLANK COVER PLATE WITH CENTER HOLE KNOCKED OUT.X; 23. MOUNT RECEPTACLES AT MEMBERySHIP COUNTER TO UNDESIDE OF COUNTER TOP 24. CDOLERIFREEZER DOOR LIGHTS, HEATERS, EVAPORATOR COILS, AND FANS TO BE BY SUPPLIER OF COOLER/FREEZER UNITS. ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL CIRCUITS AND CONNECTIONS TO EQUIPMENT SUPPLIED JUNCTION BOXES. a1 ENLARGED LIGHTING PLANS uS FT. PIERCE, FL FAC. PLAN: 3/'. 89 JOB NUMBER: 148541/89-807Z DATE: MAY 23,1989 DRAWN BY: CAM SHEET NUMBER: ,,. OF F u i VICINITY MAP N. T. S. WHOLESALE Hk A N ER [19 Fa I R PLAN ;S T US NEFAFS10CW1 . . ...... INNFOAm r� i 92cio ELI RQF �BF o c�(PuRcTwlo F1 (D)RUP B °I 1 (I LL4"`^14x rl y���y Ig�J� Itl[\11 111 y �Ir 1` !� Wow ��M 1 t� 4 r xrP�lw.gar 1'L Iv R !,. � nnsNxw :I. �v I °"� '� f iYfftR � ,cLY •ru � �S '' � �� N.CV ^Km "v ?'t= , I.1 aw"ji'w ❑ r iI Iutlu`�:�- x:. . rtns lurlms s ul w �y"pl. mees iTF` r 14 u A.141 I �a' ,,.✓ y �§ .YMNIY x �a NXKt ��rl $N��� 114XFIL�IIfA\ y . 1N li4 I. ilfA � � Ya tl� N L OWL °,m xN .i G. 1 fx,im XR 1 VLL a ; I!� 1 flYttff 70 tt dtlYtl ,v ,ettl - J!Y! � awliy�xwL.,,�eY u.xr "' 'v lv + 'Iy tl� � t •A �._ I �I� 1tlM sos-"CrAT I O z ry 1 W11 1 I f 1-,n4R 11V a 'I ' FI .Ifiar l] a N ' utf it w_MLNS^ nw{nyv 4�Ell k �" ✓MCI F�I,o s'uip sl x Tpp. X,Mrw, II Irm ° G ,�N IF i ,I -May X, .1MY "1 x w\rl 2Y �Ifrl" r�- x, �F a e�eCelo.1:� It LOCATION SKETCH N . T. S . mle SHEET 3 4 8 9 10 II & 13 14 I5 16, ENGINEERS- ARCHITECTS -PLANNERS- SCIENTISTS -SURVEYORS- PHOT06RAMMETRISTS (r9Q m I I R 11 IJ 0 m K F Eol O I H Ln 1 m Ln� I� u m (r9❑ i NOT TO DE OCCUPIED DESCRIPTION BEFORE FINAL APPROVAL — BY BUILDING DEPARTMENT TITLE SHEET SEE ATTACHED CONDITIONS SURVEY HORIZONTAL CONTROL PLAN PAVING 8R DRAINAGE PLAN = ST. LUCIE COUNTY WATER a lS SEWER PLAN BU��IjjLcO®®INyyAAGrr���NN/lED GMA4. � IRRIGATION PLAN FOR COMPPLIANCEC/ivv REVIEWED BY LANDSCAPE PLAN SANITARY SEWER PROFILES FILANS AND PERMIT MUST BE KEPT ON JOB OR TYPICAL SECTIONS a NO INSPECTION WILL BE MADE LIFT STATION DETAILS% PAVING 81 DRAINAGE DETAILS WATER DETAILS C� SEWER DETAILS (1- /!,D a�, IRRIGATION DETAILS LANDSCAPE DETAILS BID SET JAN., 1989 JUL 3.1 1989 JOB. NO. 8431 000 4� SHEET I OF 16 J • t x �' �5[L 1h3L1 , t 'l : I I;I 15 i-.. . 1f ��.�5 ? �;.� r`' f��4.y port. Sr:,reY- '�•• '. ,{1 .J BW • BW 601 }} "I,-. AIA FT olERdj%LET 611 SyW Cp1� .' .SinTE *RiCRQk TION wREk j • \ �c IA 25 ' I rw+. BIB -1 il- n• �FI�PIn e. h A 1[ I rL E JI1. • AIA .—� It 15. Moo_e Cr r' t a FORT v-� 'PIERCE c, •^ S Ix � _..J`Pt p.. Bil� ' n BII : ':[w./. e, I � iBB � SITE I C J - alp •� [[w,w tuq+ +p' • ' _ .., • -- , a ill , t,T �,���,���„L.�* �; , �'. LOCATION MAP Pr . sec. 34., two. 35 S. , rge. 40 E. Y k 3 i� Z to W O a, r O OUTFALL CONTROL y STRUCTURE P IL 94' 5 BAY r A. T I 31AMESE CONNECTION B FIRE LINE LOCATION CART S70RA6.- R ENTRANCE y W � c �G UNDERGROUND ELECTRIC W G DROP-OFF/ (t � �— /ENTRY LOCATION UE - LOADING � T— FUTURE BLDG. y EXPAN ION UNDERGROUND TELEPHONE — ENrRY LOCATION p 27,200 SO/FT 6"SANITARY SEWESERVICE R ? G\ *VER 6ER VCERVICE MA/N 2"DOMESTIC WATER J SERV/ CE J 340' ^1 SOD - - SOD 60' SETBACK 20' _ ASPHALT F/RE _ LANE-"'-� S 89029'40 "E COMPACTOR Y' 1 at ,. r J • b SOUTH MARKET AVE. �Y , E • "unS/TE DATA S/TE AREA 15.22 ac. 662,983 sf, 1522 cc. FLOOR AREA RATIO v Pta ,.: - pre -expansion /6.5 % I09, 39$ s f. 2.5I cc. ELEV. post- expansion 20. 6% /36, 598 sf. 3. /3 cc. VARIES EXIST . /T5 SLOPE PARKING GROUNF VARIES ECEV required DEVELOPMENT SCHEDULE p P FUTURE EXPANSION re - ex onsion 547 (H H.C. c. r ost - ex onsion 683 (14 H.C. CONSTRUCT/ON (UNKNOWN) x provided PERT METER, TYPICAL` �BECTION pre - expansion 670 (15 H.V. °.. post- expansion 745 1 (15 H. c. I 1 M OPEN AREA pre - expansion 29. /0 % I /92,.936 s. f. PROPOSED 8" SANITARY SEWER post- expansion 2/• 6 % /43,296 s.f. 0CATION rO OFF -SITE MASTER LiFr STATION ON SOUTH MARKET AVE. BY Fr PIERCE UTILITIES IMPERMEA8LE SURFACE :. - AREA ;.. ; ' - - EXACT LOCATION TO BE VERIFIED. _ — _-- re- expansion. pre 54.4 % 360,663 s. f. TOLOSA CIRCLE ( 30'R/W) "PRIVATE DRIVE." - expansion 57 8 % 383)204 s f. S 89029n40"E 1 1 qi 4 S- - /0`M/N. LANDSCAPE BUFFER (TYP. ) 0 12 12 2 \6 2" GAS LINE METER LOCAT 444 AT -GRADE DELIVERY BAY COMPACTOR, PROPOSED B" F/RE LINE SAM'S WHOLESALE CLUB cocar/oN BUILDING HEIGHT 30.0' /09, 398 5Q / FT Q$ h I M N �M e, 4 \ . 2n DRAINAGE NOTE : NOTE - 9 • zyo� POSITIVE OUTFACE SHALL BE VIA THE ALL DRIVEWAYS TO COMPLY WI H' THE 60' DRAINAGE EASE DITCH, SOUTH TO RE/IUIREMENTS , OF BCC- 87 13 PLATYS ` CREEK , WHICH DISCHARGES TO THE NORTH FORK OF THE ST. LUCIE RIVER. DISCHARGE WILL BE PROVIDED AFTER ON -SITE RETENTION REQUIRE- MENTS ARE MEET. No. REVISION i DATE I BY 2 eEV15ED 5ITF_ BoUN e-y PG1z Su2vF-y / k'E✓15e0 .46 FE2, O'e,,C,COA4MaAJ7B 5 4.43 cc. i 3.29ac. 8.28 cc. 8.80 cc. \4 I� �.L r V vi SCALE : / "= 50' 50 25 o so � M 4— SST. JA,MES BLVD. 4 I 2" AS A/ TKII loom o ' \ \ // � II /0 � 'SAM WHOLESALE � I \�600 \x20'PARKING /TYP) YA CS1N NG � I I APPROX/MATE LOCATION OF EXIST. ' (U,19p01 SIZE V' 2q0S(9 Fr) r. 8"PVC FORCE MAIN 2c✓ PUBLIC 'SEWER AVAILABLE) _ 30 l20 R W B " wa rER MAIN —_� w I LOCATION OF EXIST./2"PVC WATER MAIN BATFRWZAPPROXIMATE ( PUBLIC WATER AVA/LABE ) Qm P/CAL DRAINAGE P/PE // // _- JACK B BORE B" WATER MAIN T _ I I UNDER US HWY. NO. / INLET L - 960 r I p \LOCAT/oN \ 6t EXIST. B" PVC FORCE MAIN 1411 . - I TYPICAL PROPOSED R.CP CULVERT •� ` loom,� I \ I UNDER DRIVES TO U.S. N0./ It EXIST. 9 12" P V c. WATER MAIN --- I � iIV - • m /0' MIN LANDSCAPE c900-/o'x20' S 89029,40 E t PARKING W . 07 °oh (zi to IL o� ,o 0 )_ ENGINEERS • ARCHITECTS - PLANNERS - SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNE & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD - ATLANTA, GA *AURORA, CO - BALTIMORE, MD • CULPEPER, VA DULUTH, GA *EXPORT, PA - FAIRFAX, VA - LEESBURG, VA - MANASSAS, VA ORLANDO, FL - RALEIGH, NC - ROCKVILLE, MD • TAMPA, FL BUFF (rYR/ STOP SIGN W/ "WHITE" PA/NTEO STOP BAR- TYP. Qi I I � z) �k NOTE: tfXIST _ZONING " ce " PER_. Resoi UT/o#—,^ BB 'LAN7!"=d. E "IL ~ L/6HT YNOUSTRIAL JUL 1 �9a9 SITE PLAN DESIGN SCALE I„= 50' SAM$ WHOLESALE CLUB RC FT. PIERCE, FLORIDA DRAWN _ J OF / FOR GL G WAL - MART STORES, INC. CHECKEb SHEET ST. L UCIE COUNTY, FLORIDA MAR., 89 8P 44/ DATE JOB NNo. o. FILE No. 1 I. GENERAL REGULATIONS ALL ROAD AND DRAINAGE CUNStRUL11UN Wilibb RCP - REINFORCED CONCRETE PIPE AM, INSTALLATION THEREOF SHALL CONFORM G a IV D - SOUTH e "F •' CONFORM TO ST..LUCIE COUNTY SUBDIVISION REGULATIONS ORDINANCE TO THE REQUIR ,JO IMP D.O,T. SPECIFICATIONS, SECTIONS 941 AND UT MARKET AVE • 87-49 AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIPICA-. 942, O (LATEST 9RICTIONS TO DATE). , TIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION). INDIGAT�,S EX1571�.1G GRADS �L-E\/ATIOt�j PIPE 8 CKFIL - THE REQUIREMENTS FOR PIPE BACKFILL SHALL. BE AS DEFINED 2. SITE VISITATION 6 INSPECTION - THE CONTRACTOR SHALL INSPECT THE - IN THE FLORIDA $r%E'r o- 7?is'CiT•'iCAi' i+ACa1T0 T-99). THE CONTRACTOR LIMITS OF CONSTRUCTION AND FAMILIARIZE HIMSELF WITH ALL ASPECTS SHALL PROVIDE` `%gUiPMENT 'F•'NR REMOVAL OF STORM OR SUBSURFACE �fl+� N REQUIRED OF THIS CONSTRUCTION OPERATION. 'WATERS WHICH III ATE IN V00'e,Mt9M,rSD AREAS, AND PROVIDE PROTEC- X\'- IN�IGATES PROP05ED GRADE E-L->:%/ATI0K1 Tj TION AGAINST ROIL•$RR611O, .. 3. EXISTING UTILITIES - CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, WHETHER SHOWN OR EXISTING GRASS& S I e -.AM AREAS DISTURBED DURING CONSTRUCTION INCIGATE✓� •+^ �DIR�GTIOIJ GP FL..OW NOT SHOWN ON THESE PLANS. NOTIFY ALL UTILITIES'INVOLVED PRIOR TO - SHALL BE REPLACED TO ORIGINAL CONDITION BY THE CONTRACTOR AS DIRECTED �-+49A4- • CONSTRUCTION: : BY THE ENGINEER. 4. PROPOSED UTILITY CONSTRUCTIO - SEQUENCE OF CONSTRUCTION SHALL BE SITE MAINTENANCE B CLEANUP - THE CONTRACTORS SHALL MAINTAIN THE �...�� In.1D1AT e5 �QPQ�j- Ep �N�E• I �{ pl Pt: I I SUCH THAT ALL UNDERGROUND UT LITIES SHALL BE INSTALLED PRIOR TO .SITE OF THE WORK IN A NEAT'CONDITION. THE CONTRACTOR SHALL REMOVE ROADWAY CONSTRUCTION. ALL EXCESS MATERIALS,. EXCE90 EXCAVATED. MATERIALS AND ALL DEBRIS RESULTING FROM HIS OPERATION. Cl� I.N D I GAT E-5 EX 1 61-1 Q CI I KJ La PI Pr' 5. EMBANKMENT - .ALL FILL AND BACKFILL WITHIN ROAD RIGHT -OP -WAY AND L•+ BENEATH PAVEMENT OUTSIDE OF :OAD RIGHT-OF-WAY SHALL BE COMPACTED ELEVATIONS ALL ELEVATIONS SHOWN HEREONREFER TO N.G.V.D. I I TO A DENSITY OF NOT LESS THAN100 PERCENT OF THE MAXIMUM DENSITY (TO BE VERIFIED). - /� -r•p PER AASHTO T-99. : - A 1 1lll D 1 G,4T E5 PRr7PO6Et� 1 r�L�GT. ��CJ I G (� AT)O N i AS-BUZ TS THE CONTRACTOR SHALL COMPLETE "AS -BUILT" INFORMATION 6. EXCAVATION - ALL UNSUITABLE MATERIAL SUCH AS GUMBO OR OTHER PLASTIC RELATIVE TO LOCATION OF INLETS AND MANHOLES AS WELL AS INVERTS CLAYS WHEN ENCOUNTERED, SHALLBE REMOVED WITHIN THE PAVED AREA ONE AND RI ELEVATIONS. �•�'•� INDIGArEs PQOPG5ECP MANHOLE PIPr:, FOOT BELOW THE SUBGRADE EXTENDING HORIZONTALLY 8 FEET BEYOND THE EDGE OF PAVEMENT EACH SIDE. NOTIFICATION OF CONSTRUCTION - NO WORK SHALL BE PERFORMED PRIOR TO. AN INITIAL 24 SOUR MINIMUM NOTICE TO�THE OWNER. _ `'op 7. MUCK REMOVAL - WHEN ENCOUNT RED, MUCK SHALL BE COMPLETELY REMOVED (-�— — IIJDI G AT Fie �X I`5T I Q G MAQ HOLE �{ PI P a I I I AND SHALL BE BACXFILLED WITH GRANULAR MATERIAL. PAVEMENT MARKING - ALL PAVEMENT MARKING SHALL CONFORM TO THE "MANUAL S. HARDPAN REMOVAI. IF HAR ON UNIFORM TRAFFIC CONTROL, DEVICES - WILL BE REMOVED TO A WIDTH O 2 FEET AT THE SWALE INVERT AND REPLACED I — INDICATES PAVEMENT TO HAVE STABILIZED SUBBASE p q SIGNIN AL AL N NT I L.�� I I I SCALE I / "- 50' . WITH GRANULAR MATERIAL. L SIGNING TO CONFORM TO THE "NANO 0 UNIFORM ,CO RO., /��� DEVICE ,^ INDICATE AREA TO HAVE CONCRETE SURFACE=' 9. INLETS AND MANHOLES - LOCAT ON OF DRAINAGE STRUCTURES SHALL GOVERN - EXLST.9S AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. ALL S RUCTURSS SHALL BE THE TYPE AS DESIGNATED INDICATES MAJOR DIVIDE LINE j ON THE PLANS. INDICATES MINOR DIVIDE LINE i I INDICATES AREA IN ACRES ,� 5✓ �t � a \ 0 710LOSA CIRCLE I I� `q /y S 89 y'40"E III / �z f�,(a �— \ / %t9• \a, �a. a, + , I o" 4 I -: - t�• t, 74, Nil ., rl Qh .,! 7 D 523 ° ra25 b, / 7/ e 525 / 1,1 770� 16J + ys it I , a1 e3 42 2 �/ x / 7/ I"* .I o \ \ 'i. \0 �, *`�, �. 6 �, � �'., M i9 ..../ � to t --- ----- +� iloo ST DAMES BLVD. (. 9 y I (0 g3 l N1`VVV 81 1 i g - 0 Ab2RI— . 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EL, I 9 , • INV. EG,012.4 I ' Q O NOT %-® SEUSE® F®R C®lVSiRC/C %®® m REVISION i z DATE I BY - -- — JUL 3 1 99d9 ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS + SURVEYORS • PHOTOGRAMMETPoSTS GREENHORNE & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NC a ROCKVILLE, MD • TAMPA, FL _ __----- ORA/ sAMS w�ocESAI FT. PIERCE, FLORIDA JFOR �M�+o �g WAL " MART ! es, lNe. ST. L UCIE COUNTY FLORIDA % • I N I ��- 50 SCALE - ' DRAWN / OF / SHEET CHECKED M�iR• �% DATE 64�/Jo042 JOB No. FILE No. tl" b y rOLOSA CIRCLE !/�G. �I ti :�12\1/2 `d¢ h ° 1 moo. 4 kQ -- 5' "0' DRAINAGE TyP 5 h /O // \ \ Ap• D _ EASEMENT 5 BAY 1 T.M.A. — — — / h PROPOSED DR C I i I tv � DETENTS/ON G GI AREA I f I o i SAM'S WHOLESALE CLUB s0 I /09,398 ,SO/F h he l0 J/ I zvJ s7o 40 S89029 4� „E r solo i \ b h IZ 1 5� S 8,9029 40 E Io L--- — 340 � '• Li u --- ----- O T � O N ` s e9°29,40 "E PARKING is pre - exp®n ! �post-expo --- ----- 0 RFY:SIOR ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GINC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL i SOUTH MARKET AVE. a" SCALE: I "= 50' FF s z tib ST. lAMEs eL xa a. l l o� `' S I Is ---� s:p \ Y. 5 ra>io 732 (I5 H.C. I 6.69 +� 755 (I5 H. C. 542 1� JUL 141989 BID SET HORIZONTAL CONTROL PLAN G.L.G. I "= 50' DESIGN SCALE SAMS WHOLE -SALE" CL.V8 R.C. FT. PIERCE., FLORIDA DRAWN 3 OF 16 FOR G.L.G. AL — MARr PRd1:,ER7-1ESr 1NG; CHECKED SHEET -- ST. L UCIE COUNTY, FLORIDA MAR, 6i9 6431000402 , DATE JOB No. FILE No. I GENERAL NOTESy - !7 I / y� 1. CONERALFORM TO ST REGULATIONS - ALL RO 11 AND DRAINAGE LAT1 'NSC RDI SHALL __ 5'ourlw M4, kET 4 vEr CONFORM— T— O ST. LUCIE" 'COUNTY S BDIVISION REGULATIONS. ORDINANCE RCP - REINFORCED CONCRETE PIPE AND INSTALLATION TH$RHpP SHALL CONFORM. G � Q � __ ,q ! - TO THE [REQUIREMENTS OF FLORIDA D.O.T. SPECIFICATIONS, SECTIONS 941 AND 'YCt. 1 8T-49 AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIPICA- 942, OR (LATEST SECTIONS TO DATE). I FOUNDATION SUBSURFACE PREPARATION -SRN's wolsseLE CLUB TIONS FOR ROAD AND BRIDGE .CONSTRUCTION (LATEST EDITION). I Uf NOTE` FOUNDATION JOB DATION1 PORT PIERCE, PARATIO PIPE E KFILL- THE kSPECIFICAT8 FOR PIPE SACKFILL. SHALL 8E AS DEFINED K� WOIGAT��j EXiraTII.JG GRADE. �L-�VATI OI�I EX/9T. C9A5 V4/A/-S,EE l>e-A/, No r45 3 MAY 22• I'A9 2. SITE VISITATION 4 'INSPECTION' - THE CONTRACTOR SHALL INSPECT 'TN$ 'IN THE FLORIDALORIDD.O.T. SPECIFICATIONS (AASHTO T-99). THS CONTRACT _ LIMITS OF. CONSTRUCTION AND FAMILIARIZE HIMSELF WITH ALL ASPECTS OR SMALL PROVIDE A (/J' JAY D. KELLEY, P.E. - WALLACE ENGINEERING CONSULTANTS, INC. Q OPERATION. - "SQUATS EQUIPMBNT'FDR THE REMOVAL. OF STORM OR SDgStfRPACE -- I. ° REQUIRED OF THIS CONSTRUCTION U'' WATERS WHICH MAY ACCUMULATE IN THE EXCAVATED AREAS, AND PROVIDE PROTEC IN�IGAT E�j PROPO rJ ED GRADE Et-��/4,7IOI�I CA;S PT. PIERC£ V110'INIA Ig1111u (1407) 464-5600 TION AGAINST SOIL EROSION. X UTILITIES AUTHORITY FILL REQUIRED TO PROVIDE INITIAL SUBGRADE ELEVATION VARIES FROM 3. EXISTING UTILITIES - CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING 101 AVE. "C" APPROXIMATELY 2.5 TO 5.5 FEET. THE FINAL SUBGRADE ELEVATION. SHALL HE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, WHETHER SHOWN OR EXISTING GRASS 6 LANDS APING - ALP, AREAS IIISTURHED DURING CONSTRUCTION FT. PIERCE, FL 34950 Iy{�Jv/ ESTABLIStlBD AT it 1/2 INCHES BELOW TIN FINISHED FLOOR. r THE EXPOSED NOT SHOWN ON THESE PLANS. NOTIFY ALL. UTILITIES 'INVOLVED PRIOR TO SHALL BE REPLACED TO ORIGINAL COALITION BY THE CONTRACTOR A8 DIRECTED '� �NOtGAT �S OIR�GTIOhJ 0{� FI••-pW ESTABLDELISHED AFTER STRIPPING SHALL 8E PROOPROLLED UNTIL THE R. 12 INCEES HAD CONSTRUCTION. - HY THE GINEER. LLIIEC'IRIC F. P. U. A. 'RICHARD :At11:6111 (�407) 464-5600 BEEN COMPACTED TO AT LEAST PERCENT OF THE MODIFIED PROCTOR DRY DENSITY I 206 SOUTH 6th ST. P.I'. EXT. 403 I. I (ASTHD3557) AT A MOISTURE CONTENT WITHIN ONE PERCENT BELOW TO 3 PERCENT P.0- BOX 7191 ABOVE THE OPTIMUM MOISTURE CONTENT. THE SITE CONTRACTOR SHALL BE 4. PROPOSED UTILITY CONSTRUCUNDERGROUND IONUTIL� SEQUENCE ALL OF CONSTRUCTION ORATO BE SITE MAI T%NANCH A CLEANUP •^ THE CONTRACTORS SHALL MAINTAIN TH$ - FT. PIERCE, FL 74948 I RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS SUCH THAT ALL UNDERGROUND UTIL TIES SHALL HE INSTALLED PRIOR TO SITS OF HE WORK IN A WHAT CONDITION. THE CONTRACTOR SHALL REMOVE �tlOtGAT ES Pl20t705ED II�JI..E•T PIPS U ( REQUIRED. ROADWAY CONSTRUCTION. ALL EXCESS MATERIALS, EXCESS EXCAVATED MATERIALS AND ALL DEBRIS F. D.O. T. 3601 OLEANDER AVE, HILL !II'bbufal. M. I007) 464-3600 FT. PIERCE, FL I I ALL FILL MATERIAL SMALL BE CLEAN FINE SANDS VITH LESS THAN 10 PERCENT R%SULTING FROM HIS OPERATION. 33982-6594 FINES. THE SUBBASE AND FILL RATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT TO 5. EMBANKMENT - ALL FILL AND SACKFILL WITHIN ROAD RIGHT-OF-WAY AND �„�,� D I GAT �� F�)(IrjT•(� G I N LET � PI P� EXCEED B INCHES IN THICKNESS, AND COMPACTED TO AT LEAST 95 PERCENT OF THE BENEATH PAVEMENT OUTSIDE OF ROAD RIGHT-OF-WAY SHALL BE COMPACTED - ELEVATIONS - ALL ELEVATIONS SHOWN HEREON REFER TO N.G.V.D. WATER A WAST ltR P. P.U. A. UAVI! fllid.Pa1'I (407). 464-5600 I EXCEEDMODIFIe8 PROCTOINCHES DRY DENSITY (AND C 1557) AT A MOISTURE CONTENT WITHIN 1 TO A DSNSITY OF NOT LESS THAN 00. PERCENT OF THE MAXIMUM DENSITY 206 SOUTH 6th ST. EXT. 428 ' PERCENT BELOW TO 3 PERCENT ABOVE THE OPTIMUM MOISTURE CONTENT. (TO BE VERIFIED). PER AASHTO T-99. A I IN DICi AT e'6 PROPOSED 5T'RUCT. DES I G AIATION P.O. BOX 3191 I THE FOUNDATION SYSTEM SHALL BE ISOLATED SPREAD FOOTINGS AT COLUMNS AND AS -BUILT t'£IHE CONTRACTOR SHALL COMPLBTH "AS -BUILT" INFORMATION FT. PIERCE, FL 34945 GRADE BEAMS ALONG EXTERIOR VALLS. THE BUILDING CONTRACTOR SHALL PLACE A 6 5...EXCAVATION - ALL UNSUITABLE HTSRIALSUCH AS GUMBO OR OTHER PLASTIC RELATIVE TO ^CATION OP INLETS AND MANHOLES AS WELL AS INVERTS I ' ,I INCH LAYER OF COMPACTED GRANULAR SUBBASE AND 6 MIL POLYETHYLENE VAPOR CLAYS WHEN ENCOUNTERED, SHALL S REMOVED NITHIN TH% PAVED AREA ONE AND RIM ELEVATIONS. E PR FOOT BELOW THE SUBGRADE EXTEND FIRE EVENTIBARRIER AG A P.O.P.II EA UNDER 4 : L 0. 00X 3030 L7. RtlIi ENI R. I ER ALL BUILDING SLABS. GRANULAR MATERIAL FOR USE AS SUBBASE HORIZONTALLY B FEET BEYOND THE EDGE INO IGATES PQOP'[�j Ep P/iA I�L.IQI,,,E E PI P� FT. PIERCE, FL 3494E TOMLINSON "LIN ' t407) 465-6655 '' I BELOW SLABS SHALL MEET THE FOLLOWING REQUIREMENTS: OF PAVEMENT EACH SIDE. TIFITI ZON OF CONSTRUCTION - NO WORE SHALL HE .PERFORMED PRIOR TO TTTT SOUTHEAST FLO OA 1900 SOUTH CONGRESS STEVE SNYDA! (407). 964-9668 I SUBBASE SHALL BE EITHER CRUSHED LIMEROCK MATERIAL OR CEMENTED COQUINA .AN INITIAL 24 HOUR MINIMUM NOTICE TO. THE OWNHR • 7. MUCK REMOVAL - .WHEN ENCOUNTERED,! MUCK SHALL BE COMPLETELY REMOVED � AND SHALL BE BACKFILLED WITH GRANULAR MATERIAL. PAVEMENT. MARRING - ALL PAVEMENT MARKING SHALL CONFORM TO THE 'MANUAL (-� INDAT e. IG5 �X15TI^JG MAQHOL.E 3340E SOURCE. PIPE DISTRICT OF D R. WELT PALM BEACH FL (WAST£IJA'I'P:IU SHELL MATERIAL FROM A FLORIDA DEPARTMENT OF TRANSPORTATION APPROVED I ____ SOUTHEAST FLO Dn 1900 SOUTNCANGRESD PAM SMII'll 4117) 764-9668 I i BOTH KATERIALS SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 1.5 INCHES. IDN UN_I_PU M TRAFFIC CONTROL DEVICES" ,.A WENT PALM BEACH, FL (WATER lat UIS 1'Hllf ll'I'D1N) ' _ - DISTRICT OF D 8. HARDPAN REMOVAL IF HARDPAN 2S ENCOUNTERED IN THE ROADSIDE SWALE, IT - -- ' CRUSHED LTMEROCK MATERIAL ` - --_ _._.- .:. .—..--- -- _ ..__. : 3340E , UNIFORMLY GRADED MATERIAL .WITH A LIQUID WILL BE REMOVED TO A WIDTH OP. FEET AT THE SWALE INVERT AND REPLACED �° - VINDICATES PAVEMENT TO HAVE STABILIZED SUBBASE LIMIT NOT TO EXCEED 35. THE MATERIAL SHALL BE NON -PLASTIC. THE MINIMUM. /+ ,} IT f WITH GRANULAR MATERIAL. PERCENTAGE OF CARBONATES OF CALCIUM AND MAGNESIUM IN THE MATERIAL SHALL SCALE: L E' / 50 SIGNING - ALL SIGNING TO CONFORM TO TUB 'MANUAL ON UNIFORM CONTR07. BE 70 AND THE MAXIMUM PERCENTAGE OF WATER SENSITIVE CLAY SHALL BE 3,. osvlc$s, INDICATES AREA TO HAVE CONCRETE SURFACE 9. INLETS AND MANHOLES LOCATIO OF DRAINAGE STRUCTURES. SHALL GOVERN O T E::.All parking lot lighting : CEMENTED " - AND PIPE LENGTHS MAY HAVE TO H ADJUSTED TO ACCOMPLISH CONSTRUCTION AS p g g g poles COQUINA SHELL MATERIAL NOT MORE THAN 20 PERCENT By DRY WEIGHT d fixtures With 11lffip8 end paint will SHALL PASS THE SNO.HALL 2BE SEIVE. THE PORTION OF THE MATERIAL PASSING CAL CUM SHOWN ON THESE PLANE. ALL STRUCTURES SHALL BE THE TYPE AS DESIGNATED �-" /7 .INDICATES EXIST. TOPO. CONTOUR LINE N0. 40 SEIVE SMALL BE NON-PLADTIC. Ttl6 MINIMUM PERCENTAGE OF CALCIUM ON THE PLANE. a provided by Wait -mart and Installed AND MAGNESIUM IN THE MATERIAL SHALL BE 50, 4 INDICATES EXIST, GAS MAIN y the electrical Contractor. The THE 6' GRANULAR SUBBASE SHALL &E PLACED AND COMPACTED PRIOR TO THE ERECTION ectrical contractor Shall provide I 5 IN DICATES S P I THE STEEL FRAME. ATE EXIST. SANITARY FORCE MAIN AI -Matt cone -year warranty certil!- II 1'- — — — I � --- THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE %l/ I INDICATES EXIST. WATER MAIN are. All incurred coats for roceiv- 1, WORK SPECIFICATION. INFORMATION COVERED IN THIS PREPARATION SHALL GOVERN I g, storage, liability and warranty V I I OVER THE VAL-MART SITE WORK SPECIFICATIONS. REFER TO THE VAL-KART bor shall be included in the SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION. l I /ST/Nlj 233• //O' 70 /9I �T/O% f9a /TI'f'' i stallation contract price. G . EP polE �p Pf'Op05E4 m l � /s'vriLir/' EWSE../ rOLOSA C/RC E�zr s.r�s'�if-r ,o � ti 11 tQ h 4'"SC.s! 94 COrYO.U/T S 89029 E ,fWA5 /1e- L06YA,P,f�O r�J7�0� A9AA'00�✓Ev- I.YO.P // `i , — — / — EASE — — — — MEN �• w t8•*5 - \g. .:. - 6-- ----' —% r4 BE.PEMO !! A .--- 03 S R/%�E /'... GE dE t �� o �E fIf- _ I�I... Stu IN.V,EL./O.O ?, ,`,'.. *+:: -`< `..,°.".� .f 'y;.,...x.,,. 143 Gr/ByroCy'�Y+'clY/ `8 •^`;. :,. r a.. I I' Gol1'E,PGvlEro6E,PELOLarEO^- . 3i >. TYElLLJDL q r 58 , ti y 1 L1 (18 8 4 I I I COiYI PWLTOP TO EOOPO/iY4TE .,• � ^ 3 ?� 42�2 0,52 . • I� d n"H4 ,4. � 1 e I o, ( ,, , ` to .... �`• , . �., � ,, ,e -- - --- -- - .._ -- 1 , �/ �-- 25 � 1 Vol � I I o�,9,�rr�Eivr. I — — . I _ I — - Qo /n/V, /I. J ..vw- I' lyll.i ' c `><11� `4 n�'"•.. Y9 gag ' ` Iil• /. °+ ST. AM ,p Imo, 1 a ,B o y Es ac VD. �h p1RN.:' .. ¢' , 2 0,525°0 / 2. / 5 "• 9. " A / d 8.as I 1 � , 2p �. qI. ,•�, /�� vy o.�sr�„o .. 2 o-z¢ a /� . -/ 2��_ ®,S2 � -° — �5 a - I lj ,gy -- '• • SN 9 // e. 4r1/ -- 18d (a`3 /42,72/eO, 50 p9 / v�G,/% OW �.:.. 09 �s 18�' ' �o�Eurrs�rvrrv�tivs/ir ooFz %. _ . -I Iryy / , a 1^' d I /,?v'- /S I ",v w/.l9inElf Ig�3i' 2t x D 19 y l'q '� t8' ' �• d' I I, 7 ENO SECT/ON5 .., SEE OErlJ/L, (/( 4P 9 • p7575 0 1,4 "L 0, 5 m 0. a t^ ' z� r/rar/� t1 __ 2 7/_-_ 25/017777 -rg, 142,72 ¢ O, 52a 1 /4 .7/ ¢ 0, 525 o e b1 o a A L "ite ` 5 8AY T. M.A. �'( 181 i COO I o D TEM7/ I , ` i srPiain��- /L //r /i o Hord: TPUEX avv� psi ti v- / Q Q I /i�Wriov lY7L- W qar ! / I I W A l2 i/ PWOE " „ * OEL V .SEE fYWL iYlIrOSPr .SPEC'/ /lWr/ �p • Q{� I I 17 ©.&5 A I 6 oodP JOx o x _- ._ I -72'®0 525 o ih IS• i X / / 7 i42,7Zs2o.525 f}Cv /¢�'ilN.0,525 • %_�_ �� /42,7/ shD,S���..\e` Pr1 - I I m I I A AT 2RDE 2 c3 FENC Q, �ik'L•Z;i7 — " Pylon sign shall be constructed by otRere. IV- 5roeA•G�° py / ^L L /3 fl 4 g> 8• dl I Contractor shall stub conduit and wiring to L L R' / 1 of c c 'o�5 AAr6 h �C 4 I� 3 (7YP/CAJ.) 2 3'-ES IV h m o" _ ,,,���/// ,4 I R4 B 1 I A 4V� " • � 1 ( pylon location as part of this Contract. 1 9 l � I �`-------• �i �© f'1 � /�, �J :I L. � jn>�J 19A r � � 14 ,72 a0,525/.�- t /4e,7 • 0,'725% /4*2, -0 52S% 9a I}y SANS WHOLESALE -4 - - >FI� �_ - -- ..__...__$•'� --- -- —' �__.._ 1 _ L42,7i a 525% +' ,b• W yCLUB ao. „o ��Al' -- ,R — - .. �/UTUPE 6Ef}fi Col ro Kr3-8 \ V" OQ ONAIN LINK F,F,IGir D FENCE ON A \ 109,398 SO/FT PPX'oX I PE WOE EX/9T. 9/?%4LE r17 Alit/E//E P,4 D l ' I ,PfFE�P %O A,PL/7� CONTRACTOR SHALL REFER ARCHITECTURAL PLANE -- FOR EXACT LOCATIONS AND \ Ii r�LAANS. �l{ENSIONS OF VESTIBU E lS' ly p G+ Z ..SLOPED PAVING. EXIT FOR RES, RAMPS. rRHCK DOGE 14072. a O, 525 % �^' Ewa y /42, �/ t 401653 2'S o 4J /42,7 © 52 ' /42.-7/ O 5 N T NSFOR %PEEGTSE EUZLDING D --- �A / IM#.NS OHS, AND EXACT BUZLDI T___rL__ ..—....._._.__. 2•_,-___c__.5 m.._.. __ �. 2`-''/A'- -._ rJ /?Ul/L//�,4.$"E. ) EiC/5%//�/Cy B P, V. G, I ` l P9 i — NJ�Q P40 Wf %�/PE BOLLA 2D5 ---- =AJ47T7 ------ '{Pli-' 1 / M ' UN0a1- lC ROUND ELECT: EAa`7-,C7' LiVailr/dAd ZLITY ENTRANCE LOCAT NS. °"` N ♦ i8. (t. / J 1 / o -lB t�G�' -�xa \8. �srsBT— L,/ ¢ oa ¢ 0 ov 5Eo/ I SWnrirgP` SE/yEP 1 1, 20! 240 y50 Aww 277��BdY f/PE L ANE iT2/ 9 ° I ^ / • o I /N/ /S.5 1 /o'Fo �iPE At�E Sf 8 c " I I I EX/ ST/n/4 12" P, ✓, G WATET' M4/A/ ,PC.P.-1NK EXF/LTt?ATID 1�� END (� E/1/C/,/TA/Li x g IbhA IA v^!//PEtsENTS �p o /! $ a �y /O /00'l�ONG NEN ;� • C�'T t`9 ��5 //c 11 3 �nMl /' I/ V T 1/O -/5 C/ n ♦ I D, 5 5 /o C°O,>`�/d�6 o Q,€(®%� - 90�3'= �6'G f' _ g . -► 4 a6/ , s. I !n//TH M 1 T37?EO CONT20L °. _ M \• �f i �� v e �'.\�' a°/ a I$` f9 / n„ • ENC� SECTION S p G2.E�T/ /9.4 �`" LDADINC/ -A L, 17 ✓ u yASA 9 3 6 ti a m y /IVI� C �I lli' �DN'u� 9 IS + 8• 16• I I 5EE OErA/L, SfIT/Z OF /�i _ �Cd DRAW DO N5P4UT � , � ,; Ih 1' 0'C o.5 ' -- µ' 4 � 111 'may ✓Irov" "/srr ✓Hav~ e TE O ENO f /OY t•„ CON ECT/DINS— P�'©VlL7EC7 NO PAR7�FN 1 `,f'N�LdlL///YfT/N o 4 4 A.� S 89 29 40 E 's /,'' F " r A�Pd�vs 7nP 5//i N E v 5LL sE a rain I pBY LDG. Con/4CTO2 \� '� \\ �� /51�%ZoF yoo d �rr�PiEOL/ BAR r}Ns/al/re srvP op.ry/G � 8X � �:1� t XIS `�' �1//1//i11UrH .tj o' P ELE�/ /79 0 le'GC� f! E ri Soo �' o \ rn rYyBE EOl//PPE 3a 18 EC. / Ar /CO' 0.53E 4/' 11. I1 CN ^ 1/ / STOras -SEE l�ET.4/L 19 4 tb1 0 1 ' a2 t6. / O! 24"QCP, \ 111i o. a rl$ 8 X 0 3J leaw 7YP/l//L ?A /rI/� STALL LA//Ol/T e•y - roT/vEcr L 7Y/ 4 aQ i 1 q f9 !} ( \ TpE °E 4� S/TEGYOP.Y SPEC/ Eqr/Orrr� Syfi« /�EEr ow S 89029 40 E "' I •g N • /yrf /n�oo' EXCEED THE GY!/ - /Yls'PT ST�if/04PI1 �� I � I J B � ® S E 1 I NV ��110� y 4¢,EL, /G,i IA Ty 70' SEs!/oQ.," SPEC/ AT/v�Vs. /NV. EL, /I, 9 qW 1 V �L r/ /yl O. J E y/TE /S LOl EO /rV Z!!/1/E B FLDO1! / E/7} 2v/YE `Y.�,'/Cfi' /S E RO S ION AND SEDIMENT CONTROL (82 '- 30 2G P,E,o.P sov /�E.�iP �zvvv ELE/6f/ria/vs E Contractor is res onsible for / I p providing erosi'on nd sediment ` B BENCHMARKS ARE BASED ON NGVD 1929 control during construction using the latest FDOT standards. N 1.) A R41LROAD $PIKE IN A PAVEMENT CUTOUT A THE CENTERLINE OF SOUTH MARKET Baled hay,. straw .and siltation barriers will be installed M1 \ STREET AND THE VEST EDGE OF U.S. HIGHWA /1. wee needed_ to prevent siltation of adjacent property, ELEVATION 18.95. public right pf way, wetlands and waterways. These will remain in place until grassing or sodding has been completed 2.) NORTHWEST CORNER OF A CONCRETE SIGN SE AT THE SOUTHEAST CORNER OF or until siltration and erosion are no longer a threat to i MIDWAY ROAD (ALSO KNOWN AS WHITE CITY R ) AND U.S. HIGHWAY 11. adjacent property and waterway. JUL 1989 ELEVATION 3 No. REVISION ATION 17.9 5 DATE BY ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS PAVING Q DRAINAGE PLAN [DE I N ' SCALE I"= 50' - GREENHORNS & O'MARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 SAMS WHOLESALE CLUB G. WEST PALM BEACH, FL 33409 FT. PIERCE FLORIDA DRAWN (407) 686-7707 4 O F 16 W FOR ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA WAL MART PROPEf?rIES, ANC. C A KE I SHEET DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA /yL�/2, B9 B43/042 NOWI f�Ev15ED �,; Po(,n,c ;zy (��� �,(jrz\/a 7-26-g9 FG ORLANDO, FL • RALEIGH, NC * ROCKVILLE, MD • TAMPA, FL 5T. L UCIE COON %Y, FLORIDA DATE JOB No. FILE h'o. WASTEWAjaj;Z 1. All .construction shall be in accordance with 11. Vehicular access to ad'acent proerties shall be N V�/.-�T�k' 1. All construction shall be in accordance with applicable • CO(-1..rZGq lC;,PI applicable Florida Department of Transporta ion, Florida maintained at all times. 3 P. P 'I21aTi21 -)"ION Florida Department of Transportation, St. Lucie County the pand -- ---_ _- --- i�.• NG7TE,� .Department of Environmental,. SC. Lucie County, and Ft. NO^I'er,�, Ft. Pierce Utilities Authority requirements and specifications. � -{- Pierce Utilities. Authority requirements and specifications . p cifications. 12. Traffic control, barr>.eade �. etc., shall be in SOUTH MARKET AVE. accordance with the Florida Depart entof Transportation 2. Watermain where specified as Polyvinyl Chloride, shall ' 2. Sewer. Force main shall be Polyvinyl Chloride Standards. conform to AWWA C-900, pressure Class 150, DR(18). conforming to AWWA C-900-75, and shall be Class 150, DR-.18. 13. Areas to be open cut shall be overlaid within the 3. Water main, where specified as Ductile Iron Pipe, shall 3. Sewer Force main shall be brown in color or have rlie - limits of the open cut as iindicat d on the plan view. conform to ANSI A-21.51 or AWWA C-151, and shall be Class 52 for 14. Existing utilities shall e. field verified by the words *FORCE MAIN"prinLe:d permanently in brown oi three sides 6" 4 El" P,.I:R contractor. N for the length of the pipe. 14.....Minimum ..cover•shali.be 36",-pip s with cover less than 36" shall be constructed of ductile iron pipe or concrete 4. Poylvinyl Chloride water main shall be blue in color or have 15. Water main shall be tested ar I approved in accordance with 4. , Fittings shall be cast of ductile iron, standards encased. the words "water main" printed permanently in blue on three sides the latest applicable 'Florida apartment, of Environmental-_'. body, conforming to AWWA C-110 and ANSI A21.11, Class 250, : for the length of the pipe. Regulations and AWWA requirements,f leakage, disinfection a repairing. B FP.U.A. 15. Ten feet 10' m standards. (Off- Site) - cement lined, and seal coated. All fittings to be ( ) minimum harati t 1 and eighteen inches 5. Fittings shall be cast or ductile iron standard body, 16. The contractor shall be res o ible for maintaining existing' mechanical joint with retainer glands. (18') minimum vertical separati.o :.shall be maintained g y' p 9. g between the water and sewer lines conforming to AWWA C-110 and- ANSI A21.11, Class 250, cement utilities. 5.. Sewer Force main shall be marked by the use of dined, and seal coated. 3M BALL TYPE LOCATOR ..buried in the trench ore foot above 16. Disturbed areas shall be restored to their original 17. .The contractor shall furnis as -built information to the the main. in accordance with mandfacturer's instructions. condition. All unpaved areas disturbed during .the 6. Gate valves shall be Mueller Resilient Seat, Kennedy engineer, including locations of tE s, valves, etc., as requested construction shall be seeded and mulched in accordance with Ken -Seal or approved equal. .Valves shall conform to AWWA C-509. by the engineer. 6. Sewer lines shall b,; laid on undisturbed round, 'or Section'570 of the Florida Department of Transportation 9 P 7. Water lines shall be laid on undisturbed ground, or ground 18. Water main shall be marked by .he use of continuous 12 gauge __.ground compacted to 98% of maximum density in accordance specifications. - � 1' .compacted to 988 of maximum density in accordance with AASHTO (blue) wire buried in the trenc above the .water 'main in With AASHTO T-180. Backfill shall be compacted to 98% of T-180. Backfill shall be compacted to 988 of maximum density in accordance with F.P.U,A. instructions. maximum density in accordance with AASHTO T-180. The : 17. Existing utilities shall he field verified by the accordance with AASHTO T-180. The contractor shall submit I I contractor shall submit certified density.. tests au. - contractor.. - - certified density tests as -1 nested e the requested by the engineer. Y q Y engineer. 19. Service taps shall be placed approximately ten feet away from gate valves, as shown, for tes i.ng. Following testing and 18. Force mains shall be tested for pressure and leakage! 8. No fieldchanges or deviations from design to be. made sterilization of waterline, contra for shall place a brass plug 3. Gravity sewer main shall be polyvinyl chloride SDR-35 in accordance with AWWA C6.00 and F P.U.A. requirements. without prior approval of the engineer. in all corporation stops. Curb sto s shall be removed. (Green) with the words "sanitary sewer" written on the pipe: Test pressure shall be'' 100 PSIG . at regular intervals and shall conform to ASTM D-3034-7i . 9. The contractor shallcontact the engineer, Ft. Pierce 20. Mechanical restraints too be us d on all fittings. No thrust I , 19. The contractor shall be responsible for maintaining 'Uti.lities Authority, St. Lucie County, Southern Bell, A T 6 T, blocks to be utilized within the sy tem.- B. Precast sanitary manholes shall .have two coats of coal existing utilities. .and Florida Cable TV and Florida Gas at least 48 hour prior to tar epoxy applied to the interior. The manhole base slab commencement of construction for coordination of any utilities. 21. All mains shall be tested t 150 psir, check- with Fire Dept. I „ , - shall be set on a firm, dry, and stable or. compacted base 2.0. The contractor 'shell furnish as built infdrmatiod to for fire main testing. SCALE / = 50 foundation. If necessary, the contractor shall utilize the engineer, including locations of tee , valves, etc., as 10. Traffic control, barricades, etc., shall be in accordance rock to provide a firm and suitable m nnole base.' requested by the engineer. with the Florida Department of Transportation standards. 22. The contractor shall maintain 10 foot offset from the edge ,I I foundation. Manhole ring 8 COV@r U.S. Foundry 33A or equal. of pavement to the centerline of the water main as directed. by11. Minimum cover shall be 36", pipes with cover less than 36' the engineer. 21. The contractor shall notify the Florida Department of shall be ductile iron pipe.. 9. The contractor shall furnish as -built i formation to Transportation prior to the•jack and bore under'U,ep,##•I the engineer consisting of. pipe sizes, location of service The contractor is responsible for construction in 12. Ten feet minimum horizontal and 18" minimum vertical wyes, diameter of services, location of any fittings, final accordance with .the Florida Department of Transportation separation shall be maintained between the water main and any I ' k rim and invert elevation of all manholes, adan other permit, which will be obtained the engineer. I I Y J sewer lines. pertinent information necessary to locate items constructed under this project. 22.A pre -construction conference between the Engineer, 13. Disturbed areas shall be II restor.d to triei.r Pierce10. The contractoror iginal �y'x�y/L/FT,ST//r/OiY • - the Contractor and Ft. Piece Utilities Authority shall be condition. All unpaved areas disturbed during the construction yyE SENT. { shall contact the engineer, Ft. Pierre mandatory prior to the commenceme -t of construction. shall be seeded and mulched or sodded in accordance with Section; E N. I utilities Authority, The Florida Department of 570 of the Florida Department of ranspor ation specifications. L.S..ellWrZ /ft.�, ,; ^-BO 47 Transportation, Southern Bell, A T 6 T, Flor/ram. EL. OL @ /H. �i0 SE Florida Gas, and . Florida Cable Tv, at least 48 hours prior to commencement #.d NE AlH. B'/ f I of construction. •• TOLOSA CIRCLE 6077e1WEL. e-1 /.O "rw L. /B.O - - - -- - \\\7V E- /S'(/TlC/T/� EABE o E n EXIST od6YEP !/ P6 S 89 29 40 a wF�Nu..l?ft M7E0"x /s/3ir ot „PV_/WGTFQ E /?rzp�LdaNcCA Hr�ECl� / EN YELLOW (%P 4;,a, 6 qo I ( ST. JAMES BLVD. 8 - 4 5 0 M. 1 �. .BEND - . �S. � ice.--+•---....�._� ____ _ fih! ¢ I Ira0 STL. fdS//v3 75'LON49Q ^ I a� f/,41i1'� dO,PE lo'iO.PIE/19.�//Y • "Oro, 4ATE VALVE i, Q \ • • Ht✓ 9 I COri//✓E<T P,f'OO /v F. M.' 77! oi I E./%T PP/ Hl &i� 40 'r B ORA/NAGE p �i�EHrvPrw>s.;7.01 WEE EASEMENT \ PPorE<ri!'E �0.9v oosrs sE� dETvi[ Tv lF , 6T�T 1 iOTi / I II PSr/ v. . �) 5 BAY T.M,A. { v _ t'EE 129r1LE BNT. 8 )CO2 8"x�'' PI rErA1L5 6N COKNECT'lON �E CONIPpG' TOP7' �V `r5 0.\ I a. I h I 8"FUZE Lfn/E Q BnxBnNIJ, TEE II Q I n � � � /!a"0 BTG. CABINv 75' LONE I �p) Z (5E'�' P�o,�iL.F 5Hr 6 h Arm �A�✓�5 �; AT clle40� �a ZrZI- /EQ'/ 00025 / /V F{ I Z (TYP/G 4L% • R f2 e I JAGS L�02c 6" W�17"E.C-' M.4/A/ L u, we L E E TE U.E SE poET4/c��/t Nca / r i f , E 5 fiT. gg N C/ 0 9 A .�� h naJ,x7 B a v�< fYaTEC� IWIAI Z e"FI PE uN� SAMS WHOLESALE CLUB Q m (I GOGQT/CAN G WATE c SE/?V/CE E S l 2' 1� L P EVENTE� h r $nx /2" M J,-rARP/Nfi SLEEVE so' OVE/2 B " W.M. ETA r; o B," R tea, 4 4 rE l/p L✓ � I � /09, 398 SQ./F I �r I w x L�rF 61A, L/rs I 1i /nnI C-X/5T/A/G 8 " P.✓.O, o F04'rE M i'4/N w ` sas29 0 E -�-- �E- TrzL►k5a=o/zME2 PQl7 I • "�, I, �_ � I o I I ( EX/ST/No 12 /?✓,c, WA7'E2 /44/A/ 0 2"WATER 9E VICF l I 2 ro W li O E G'V l V 2 r'o C 6A N _ Q { (N Nt 2 5EWEt2 LA1TELdL ( - �/ L, f2.. 292� 8` r?V,C,@ Q G.dtLS°� ( f I I P//Y/EL le77 _I N //VV EL. /¢J, O i fZOI/ CONNECT/ONJ { I o I INK AI Orl �3 12" wgr�rze lcE (Oanf�7 fc --- { � 1 _' " ��' -i S 89°29 40 E gOLi.'-•-B"U/.P � !f NOTE TO SPRINKLER CONTRACTOR °j 9 oe> @ a�25 o w / � CONCERNING SAMS WHOLESALE BUILDING h I 6NrAe y L06,47*1 W ae?.�787 I The water pressure and flaw calculated ool I at the base of the riser is as follows: © O u EX/OJT 4 G45 M STATIC PRESSURE = /00 psi RESIDUAL PRESSURE = e5 si At „50 gpm FLOW This information furnished by Wal-hti3rt I ( for building sprinkler design, I i 90° MJ BEND S 89029'40 "E s✓,a kV4rEk0 AofA? t1 C6. " r' / y�LLow Q" 11 .r�rrre' / 4 L 'iW 'Z 8 - 45 tit J n/O5 /{) I I SO.P/VX' fE S!/B-<OiVTTPAITOP / I 5//.f/LL L/E,Q/FY //iG4/L/L®LE .eEs/OUfiL No. REVISION REVISED A6 PEQ FP, U.A; Co�lnnn/ 6 r t ,DEVISED AS PT xz A P 0_4, Con Min/ S DATE I BY ra, FG, ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNE & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL WA TER 8 SEWER PL A N SAMS WHOLESALE CLUB FT. PIERCE, FL081DA FOR WAL - MART PROPERT/ES, /NC. ST. L UCIE COUNTY, FLORIDA STfll/! P.PESSU.PE P /O yO TfiE CYIrVST,PUIT/LiN OF T?!E F/.f'E E I D SET JUL 1 G.L.G. / rr= 50 r DESIGN SCALE RC DRAWN 5 OF IF G. L. G. CHECKED SHEET MAR., 89 949100041, DATE JOB No. FILE No. s i r I, \ \ \ \ \ \ 34 t I v 4 I l i 21 I' SAM'S WHOLESALE CLUB I I I,1 I 3j 4 I-" z /09,398 SQ/FT ( I' 9029,4{I �,E /0.00 0 N I h i II 3iq 3 " /q 2 It 3/4' Siy' 2 I i O.h i I 3/4 3/q1 I, I�2 Z1 dj4' � ( I lyl, In In 3/4" 3/4 o0 �y hu �,-ftl111111I1 I IIlIIIIIIIIIIIIIIOIIIII1tIi11111111 II1111111118 1 tp11ftt1111i1P111111 illl IIIOIIIIIIIIIIIIIpllillllllll IIIItIIlilllllllllllllllll11f1I1111111111111111110 IItllNIIIIIIIIIiIt11111II11iItI111illlil PIC lu I„ 85 90 4 7g 50 II no. REYISION ( 1 DATE i BY Z 3 It t Ii1lRlif 1-11 fF11alifllil111ffIGI1111118'nRRIRIiIARII11Ti1 ENGINEERS + ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNE & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL e RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL SOUTH MARKET AVE. 11 1 j If 3/a —I m is 0 SCALE , / "= 50' J /. U14/Y/4-1l "LV { . A. T. DESIGNS, INC. IRRIGATION DESIGN 8 CONSULTING (407) 881-7280 POST OFFICE BOX 30M • PALM MACH GARDENS, FLORIDA 33410 BID SET JUL 14839 /RR/GAMN PLAN 50' DESIGN SCALE SAMS WHOLESALE FLUB FT. PIERCE, FLORIIIA DRAWN 6 OF 16 rFOR Q c Cc INC,WAL s MAR/ Pff P rIE , CCHECKED SHEET ST. LUCIE COUNTY, Vl` /T FLORIDA DATE 89 OB No. 22 DATE JOB No. FILE No. n hoe hoe hoe t \b' u� N 6�1 >~l.•�. {). CT.-1ERCE INLET _ }. —} .N, b'D dl _'}r P STATE RECREATION AREA . 25 ,... " ' _ I J ` Wl �. m.. 615 • \i /%!/I// iv u. I.b A. F,'pu, a. Iola /IInC( I y�l ..` .. ,�b, i} t FORT n) 1 u „ y E PIERCE rs ✓•1 } . 7010 I ?21 1 ,o, i s, {` a 5,. los .. car •} 3 � � 6119 , � PM i nsev .a.c,..e . 51L ✓��M .MIP Cary - ,\^ :t'. • — """ - .. , tog /� _ cw.. t 1-7 y.a.pwb_—j LOCAT/ON MAP n,,s.+ sec, 34, IWp. 35 S. 40 , rge. E - ti W W 11) e°o DRY I TENT/O SEA TO I 1 svvP�v I I 1 I I I — I I I I---- -- 1 29 In s 890,?Ri+a0 t r E L EGEND -- BLACK OLIVE JT5 8AY T.MA. I I SAM'S WHOLESALE CL118 109,398 SOI FT REVISION DATE I BY 2 2svI5ED 51re SouNt'>rzy PE2 15ureyey 7-26•F9 r-G � k�V/SEO A5 PEQ O,R�. (�1//o/B9J COMMENTS � �yq r %YI•S n L-\L\-L c 60 BLACK OLIVE 1500CHALCAS bL 1//1./ •,5/ , u.. W h II SOUTH MARKET AVE. — L 300 PLLEA 110 PLUMBAGO c \ \.. \ \ \.._.\.-A. Y�•�a 150 PLLEA 60 PLUMBAGO NOTE ALL SITE LANDSCAPING WILL CONFORM TO THE ST. UCIE COUNTY ZONING ORDINANCE MANUAL, AND SHALL BE IN TRICT ACCO WITH SECTION 3.2.600 (LANDSCAPING AND SCREENIN REGULATIONS) ENGINEERS R ARCHITECTS • PLANNERS 0 SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNS & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 300 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA to AURORA, CO It BALTIMORE, MD R CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA R LEESBURG, VA • MANASSAS, VA ORLANDO, FL R RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL u I i - -- -7 Sr eIAMES BLVD. i b o� e, I � I 150 CHALCAS I � I � Z i II BLACK OLIVE w zj i h � � LANDSCAPE AROUND _ BACKFLOW PREVENTER i • I I I• Q BID SET "1 jot- 3 f 1989 LANDSCAPE PLAN �G ... i"RT@waRw. PRlllp� I "= 50' SAA/S WHO LESAI.r CLUB DEG >I ALE RC FT. PIERCE, fL pR/DA DRAWN F OR ccc 7 �F 16 WAL - MART, PROPERTIES, /NC. CHECKED SHEET — Sr L UCIE COUNTY, FLOR/0.4 es MATE g,4Z2 _, DATE B Nu I HIE N', MEL 0 V I-IVO"r171A%ry/ U i 10 /NV. EL. 9.4 80TTOM w ti � � p "0uT'SIDE D20P," 5 -- --- -- --- --- - - -- - 501 20 15 0 101 _ NDSCAPE STRIP 22. 292 8 ° PVC @ 0, 445% 292 - 9 " GVC (tD 0.465 L L • p rt �qi SOUTH pPOPEPTi' ZIAIp' irT G/NE °A" ELE'V. 9. i I� O,POIi/OE 8" GIUI�' . i f' DC E IN INK �C. �• 4 — , rt 10' 12` SWALE LANDSCAPE UTILITY 77 /t9. /!. 6/F7 c - / srArro P ,Y/yIATE F/N/3r! �.P//OE B'/1/f� 1 V EL. ro. 0 7 a�orrc- 8 "l7.CP @0.646 0 lowmtl EC.' /. O 12 WEST R/W LINE — 68' m ( STRIP EASE. 12.5' --- - 68' t UTILITY EASE. 12.5' R/W ( 120` ) U y HWv 1 8` m 1 8` t SWA 17.9 20 2` 4' 6' 15 10------- r 18.7 3 18.0 t 18.0 t E.O.P. EXIST. PAVT. E.O.P 15.5 / 4` EXIST. 4° GAS MAIN.. EXIST. BASE � EXIST. 8`` � 3 P.V.C. W.M. 000, +� 18°MIN. ER, I� Q a -T 6„ D.I.P. F. M. 75'-16"O STL. CASING ( JACK a BORE)AZ GROUT ENDS (TYP.) SEE DETAILS SHT, 1 e PVC. SAN. SEWI&R INV. EL. 6.6 t ( LINE C") CONTRACTOR HALL USE AN OFF -SET FIT ING OR AN FIGURE "S`� FITTING 6" FORCE MAIN JACK a BORE CROSSING Z SCALE: I"= 10' HORIZ. 1` = 5` VERT. No. REVISION DATE BY P_EviSED 4,5 Pro F,'P. U. A, Z0MMFN 6 i'- & 2.89 FC nr �Ev/S p Ae Pie FP. U..4, Co&,7mFA,,W6 5- 5�-z 91 FG EAST R/W 1 LINE _20- 6 8 " TAPPING SLEF�VE ' 15 a s R.S.G.Y. EXIST. 8" P.V.C. F.M. 10 20 15 IN 5 C P 251t R/W ( 120') U,✓. �4VVY. * l 8 t 8't VARIES EAST R/W I I j 17.9 17. 7t 18.4 E.O. P. 7.6 f 20 15.5 EXIST. PAVT 1 8 BACK FLOW — — -- — — J — PREVENTER EXIST. BASE ( LOCATION) z / EXIST. 4 GAS MAIN ( _15 ()..— EXIST. 8" PV.C. F.M. . 4' B" D.I.P W.M.w/ 75`-16'`0 STL. CASING 3 EXIST.12"RV.C. W.M. RETAINER GLANDS 22 (JACK 8BORE) IO GROUT ENDS (TYP) SEE DETAILS SHT. I 12"x B" TAPPING SLEEVE 0 91 8" R.S. TAPPING VALVE 18" P.V.C. SAN. SEWEf INV. EL. 72 t (LINE C ) NOTE' CONTRACTOR SHALL VERIFY ELEVS. OF BOTH MAINS PRIOR TO CONST. ENG 8" WATER MAIN JACK a BORE CROSSING 0 FNDIINGSR SHALL BE NOTIFIED OF SCALE I"= 10` HORIZ. I"= 5 vERT. BID SET JUL 14 199 G L G 1" 50' HORIZ ENGINEERS *ARCHITECTS • PL//A'�N�NEERS • SCIENTISTS SURVEYORS ■ PHOTOGRAMMETRISTS C SEWER PROI �LES DESIGN SCALE rv_s• veRT. EENflti.dflNE OC O'MARA, INC. w,af'iRC , SANS WHOLESALE CLUB 580 VILLAGE BOULEVARD, SUITE 360 FT. PIERCE, F[.ORID'A DRAWN 8 OF 16 WEST PALM BEACH, FL 33409 G.L.G. (407) 686-7707 FOR CHECKED SHEET ANNAPOLIS, MD ■ ATLANTA, GA ■ AURORA, CO ■ BALTIMORE, MD ■ CULPEPER, VA iI AL " ��po f cc� MART )o - 1 F;p TIE, , INC gpRIL 89 843/vao42IL DULUTH, GA ■ EXPORT, PA ■ FAIRFAX, VA ■ LEESBURG, VA ■ MANASSAS, VA S T. L U CI E COUNTY, FLORIDA DATE JOB No. ORLANDO, FL • RALEIGH, NC ■ ROCKVILLE, MD ■ TAMPA, FL &.,. ...:. .4, I e r 39.8' _ 39.8' 29.8, 29.8' 29.8' 29.S' 10, 19.8, 19.8, 10, 10' 19.8` 19.8 10' PARKING DRIVE DRIVE PARKING CONC. WHEEL STOP (TYP.) � SLOPE VARIES �K I SLOPE VARIES SURFACE \ BASE SECTION CIA -- A SCALE: I"= 10' SUBGRADE DRIVE IS' 15' 20' 22' DRIVE DRIVE PARKING SPACE LANDSCA::12 STRIP „ OPOSED 6 UTILITY 6' EASEMENT I 9E I * � SLOPE VARIES I/I Jlrr Y lrl =J r1 SURFACE BASE SUBGRADE SECTION "B - B 11 SCALE: I"= 10' _ v I 30',-LANDSCAPE a SOD SOUTH FL VARIES I VARIES VARIES _ EXIST. GROUND VARIES t�3 19' BY OTHERS FACE OF BLDG. ELEV. 179 1 SURFACE BASE- SUBGRADE 6" 6„ SLOPE VARIES R/W LINE .2 3' t I� �I_,(L SWALE SLOPE VARIES SECTION "C - C" SCALE: I"= 5' I5' _ 15' — LIMITS OF SITE DRIVE CONTRACTOR CONSTRUCTION SLOPE /VARIES SECTION "D - D" SCALE: I"= 5' No. REVISION M as DATE I BY EXIST. EDGE OF PAVT. 1 �( 10' SOD 4 nr= SURFACE BASE SUBGRADE 6"x 18" CONC, CUR FACE OF BLDG. F. F. SAM' S is n WEST FL — EXIST. GRADE ELEV. 9.5 GRATE ELEV. 22.0 16.5 14.5' S T.O.B. ELEV. 106.5' 1765 TYP.) ' LANDSCAPE STRIP CC RO SOD IS —I RUCT RE 2 rn � rF 24" R.C.P. 1 24" R.C.P. El— ` INV. EL. 9. INV. ELEV, 10.5 END WALL ( SEE DETAIL ECTION E - E11 z SCALE: N.T.S. DRY DETENTION 801 AREA SODDING El 17.9 EL. 11.0 SECTION II F - F If SCALE I° = 20, SOD _ DRY DETENTION AREA MITERED END SECTION ELEV. 10.5 I'x I' EXFILTRATION TRENCH (SEE DETAIL) 40' DRIVE, EL, 18.3 EL. 18.5 FACE OF BLDG. SURFACE ( PAVEMENT OR CONCRETE - SEE PLAN ) BASE SUBBASE 8. FACE - PORTLAND CEMENT CONCRETE 5" THICX (4000 P.S.I.) AT 2Q DAYS 11 TGRAD2 - 12' COMPACTED GRANULAR MATERIAL, 981 PER AASHTO T-180 ITOP 6" STABILIZED TO 75 MB.V. IN Se TYPICAD AREA JOINTS 1 LONGITUDINAL JOINTS SHALL DE CUT DOWN THE CENTERLINES OF PAVEMENT AND WHERE SHOWN ON PLANS. 2 TRANSVERSE JOINTS SHALL BE CUT WITH A MAXIMUM SPACING OF 15'. 3 THE DEPTH OF CUT FOR ALL SAWED JOINTS SHALL BE ONE-FOURTH OF / PAVEMENT THICKNESS. PAVEMENT SPECIFICATIONS WITHIN U.S. I R/W / - 4 EXPANSION JOINTS SHALL BE INSTALLED AROUND ALL STRUCTURES PROJECTING THROUGH, INTO, OR AGAINST THE PAVEMENT PER FLORIDA TOENODT of DYIVE4AY CONST1111MO/ a" a I—�—I �I _ I1=1I _ I=III1I=1I I I DEPARTMENT OF TRANSPORATION STANDARD SPECIFICATIONS, SECTION 250-12.5 "' a 16, I— and SECTION 032-1.1. BASE - 6" minimum Limerock, or 6" sand asphalt, or 8" obeli, primed. SURFACE - Type S-1 or Type 1 asphaltic concrete 1114 minimum HEAVY DUTY CONCRETE PAV MENT thickness. -NOT TO SCALE Also see Florida Department of Transportation's Design Standards. January 1987, Index Number 515. "Toz"Uts" SURFACE ALTERNATE CONST1117MON 13/4" A.C.S.C. TYPE S-1 ASPHALTIC CONCRETE ......L......I.....L..I ....... .i...I...I...I...L..I..... I WITH RC PRIME COAT AT 0.10 GAL. /SQ. YD. For construction requiring stabilized subgrade, 15" of the i 1 I I I I I ma approved base material y be used (instead of $I") end the 11 I l l I l I 1 I l I 170 ' BASE - 8 LIMEROCK OR SHELLROCK, COMPACTED stabilization may be omitted. I I I I 1 I I I i I 1 TO 98 % PER A.A.S.H.O. T- 180 TEST METHOD C. The Florida Department of Transportation's approved cemented II I=) � I —III=) i — I —I I 1— i_.._I I I=I I I—� I I coquina may be substituted for li.merock on a thickness for "• _ I—i=I I'I �L=I I�I I=III=I SUBBASE - 12 STABILIZED SUBGRADE , 98 % PER A.A.S.H.O. ' " thickness basis. T- 180 TEST METHOD C ( 75 P. S.I. F. B.V.) NOTt HEAVY DUTY ASPHALT PAVE ENT Some project$ may require overlaying or other special treatment to be compatible With existing friction or surface courias to . NOT TO SCALE produce safe finished roadvay striping for the public. SU R FACE . ,...:: 3/4" A.CSG. TYPE S- i ASPHALTIC CONCRETE l I I1 lWITH RC - 70 PRIME COAT AT 0.10 GAL./ SQ. YD. l l l I I IBASE F—MIl - 6° LIMEROCK OR SHELLROCK, COMPACTED f=I i I (� 'ITO 98% PER A.A.S.H.O. T-180 TEST METHOD °C _II �—Ili=i i� SUBBASE - 12"COMPACTED SUBGRADE, 98% PER A.A.S.H.O. T-180 TEST METHOD "C " ( 75 P.S.1, F. B.V. ) LIGHT DUTY ASPHALT PAVE NT NOT TO SCALE 11 ENGINEERS a ARCHITECTS s PLANNERS o SCIENTISTS a SURVEYORS e PHOTOGRAMMETRISTS GREENHORNS & OWARA, INC, 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD a ATLANTA, GA e AURORA, GO a BALTIMORE, MD • CULPEPER, VA DULUTH, GA a EXPORT, PA a FAIRFAX, VA a LEESBURG, VA a MANASSAS, VA ORLANDO, FL a RALEIGH, NC a ROCKVILLE, MD a TAMPA, FL MINIMUM * INDICATES ELEV. VARIES SEE PLAN SHT. FOR E:EV'S TYPICAL SECTIONS SAWS WHOLESALE STORE FOR WAL-MART PROPERTIES, INC. ST. LUCIE COUNTY, FLORIDA BIB- SETP U�89 DESIGN SCALE NOTED FCG DRAWN 9 OF 16 / I , C E K SHEET MAR., 89 8491000422 DATE I JOB No. I FILE No. � N 111: BOTTOM SLAB ' r' : A NEUTR 'Y ,' [1 �""' EARTH OROIRA NEUTRAL V APPROP0.(-' ATT WET W E,L L „' [ �. 230 VA � CENTER PHASE H10EI PHASE tF RUBBER FLEXIBLE I - 30 FAN GROUT FILLET- COUPLING I UNAFLEX ( ,' ,•s,-'` 4MRE 77 BLOCK.--"'- STYLE 3t50)= PH r I LTIEHTENINQ92 - ' ..A RRE6TOR I' I - f f I DELTA I D.I. \ t f GL iERAKiFE TO I e CONTROL =A"CONTROL• -' e' IrD. WET WELL-(` S I rMtN. 2 . f TO EARTH GROIMf PHABE,MUNR'OR I ( I .t �' L -�i'�Y L `�- �J) a' GUIDE BARS a ST{kk #SI STEEL POWER CABLE SAS , IV** OR N1 rtt I , CABLE . �w9 230 VAC 3 PHASE 4 WIRE POWER INFLUENT I PUMP #2 *a I PIPE i GROUT FILLET f NOTE' TOP ;SLAB NOT 41ibWl FOR CLARITY. a A: A + LIFT STATION - PLAN VIEW n N -4: SQ. i 3,16NTE'NtN6 N.T. S. A,RRE9Zd1T DELTA ,. . ALUMINUM COVER HOLES FOR STAINLESS STEEL ANCHOR BOLTS eaa ITEM MANUFACTURER PARTNO, ISM MPE DST 120103 AL SYRELEC L RS-110 `48R1S SYRELEC PNR-11 1FREO:D AM FARADAY 6110 8 AL STONCO VWM-11GC VVRDAPP.Y NO CNNTR CONCEPTS SSO3 SHBL2 SIL CONT. CONCP. PR FH BK INO A13112 AA ELECTRIC AAE 301 T HECON TO 62-t134 WISH SQUARE D ooU 115 TR KM PKZMI 1.4 BPM KM PKZIV EN RE.G:P - R85 FOR 3134 #5 " EACH WAY SAFETY CHAIN HOOIS SHALL BE DRILLED'A MINIMUM OF 4" INTO ''r,4,^• Ii OTO "(SEE TOP SLAB AEINFORINO gc. CABLE HOLDER BOTTOM OF WET WELL B BOLTS SHALL BE (xLAfi.a FOP ADDITIONAL GROUTED IN PLACE WITH .NON -SHRINK GROUT W4 = EARTH ORIxxID NEUTRAL V APPROPRIATE INFT)RMAT[ON} STAINLESS STEEL ALL ANCHOR BO1fTS, NUTS B WASHERS TO Q F)NISHEO GRADE GUIDE BAR BRACKET BE STAINLESS STEEL V -- .,::... ,.. LIFT NATION, VIEW- DUPLEX PUMP OR,, $tR4 I `. F "4-CTRICAL CONDUIT a I' 0"3'1A Atir, MIRE BLOCK- V / - / 1/ 2 1 3.6 01.5 01.15 1 A A 1.5 5. 02 _ 01.5 _ i A A 2 02 1,5 iAMA 3 03 02 1 5 05 03 1 230 7.5 05 130 10 09 Q6 25 F42 Q212 Q8? O215 0103 Q33a0 l 0 0217 a 1 1.6 F 1..5 F 1.5 1 B A 1.5 ?.2 FtS F1.5 1 -B A 2 2.8 F 1.5 F 1.5 1 B A 3 2 F2 F.S 1 B A 5 7,6 F3 F1.5 1 B A 7.5 11.0 F4 F2 1 B A- 10 14.0 " F5 F3 1 B A 460 15 21,0 F 6 F 4 2 B A 30 20 27.0 F9 F8 2 B A 25 34.0 F 10 F 7 2 B A 30 40.0 K12 FB 3 B A a 0 52.0 K 15 F 10 3 B A 50 65.0 K 20 12 3 B B 60 77.0 K 22 K 15 4 C EI 75 96.0 L 30 K 20 4 C 8 100 124.0 L.4 K 22 4 C B 1 3.5 0 t,5 01.5 1 A- A 1.5 4.9 02 01.5 1 A A 2 7.8 03 02 1 A A 3 11.0 04 03 1 A A 5 17,5 6 04 1 A A 208 7.S 25.3 08 05 1 A A 30 10 32,0 09 07 2 A A 15 48.0 0215 010 3 B A 20 62.0 0 217 0 212 3 •B B 25 78.0 0222. 0215. 3 B 8 0 9 9 L30 3217 4 C C AO o.a 35 0 222 4 c B" 1.D. PRECAv�T ,WEE :. 2 `' -� F' ROBBER FL£7f#BLE 'L TA LLAT I O E V N. T S . BH _ iIBT r _ �� BPnr T, I) B, B2 d COUPLING(UNAFLEX t ( I I I I WELL SECTION, ASTM 90a rr b STYLE 3450) (""'.`-'- "-`-"_`•-'."^"^ ,W,...,.,. _.O._._...,._ I I I I I C-478 W/ AME"RON BEND WALL CONNECTION INCLUDES TOP SLAB 'T-.LOCK" LINING STAINLESS STEEL CHAIN SENSOR CABLES A M Z3R CABLE +; POWER "rCABLE 2" PI -PE AT, I " '; • 02 SLOPE L.y INFLUENT B 6 1 41 TO ALARM ON CHECK ,, a:: VALVE PITotft� I ,'.t a - r14 6" MIN DI 'LAG PUMP ON - y DISCHARGE ABOVE GROUND 6" OS&Y RESILIENT SEAT GATE VAE V£ ..4 O' .L 4"GATE VALVE./ 4X6 SOO REDUCER BE 1 GENERATOR I L - - _J L I • WALL CONNECTION .. 4b-� 3 4 5 I }`T6j'��(T$J`' 151 I1.5 KY S2 15 ' .. BJTSI RNH 12 F11" OFI +- PHASE MONITOR L I OR _ k BC Mi nz' TD •FORCE JMAIN C1 TO EARTH GROIMC �6 To CONTROL tE� 4x x -- - - PIPING NEXT TO VALVE L 4." ^ STAINLESS PIT Hose BIBS -- _ _� -� 460 VAC PHASE 3 OR 4 TIRE POWER LEAD PLUMP oiff'; ",'- WE7H BACKFLOW CEVICE - STEEL GUIDE PLAN - .. `• a BAR WITH , 1 PUMPSTATION CONTROL _ ' +,' INTERMEDIATE NOTES .� PANEL (ENCLOSURE NOT PUMP OFF jRaE A SUPPORT 1. TO SLAB NO7 SHOWN FOR CLARITY. FUTURE TELEMETRY CABINET SHOWN FOR CLARITY) GROU'E`"ICLB'T I,TS 6"x4"REDUCER 2. VALVES, PIPES B FITTINGS ALL G" 1.0, 7 DISCHARGE HEAD 6"MIN ALUMINUM;; COVER #5 AT 12" EACH WAY TOPB I I Z CLR...:'-• :F : :� "4 e : •�'-' ' i (MIN. 60") BOTTOM (SE.E "TOP SLAB 1 .4 '� �'• a «' ' `''� D 14"COMPANION FLANGE .REINFORCING: PLAN" FOR I NEMA 4 HUB WAMM_ GLR.I..w=sm._, .:,'_- WITH 4x CLOSE BRASS ADDITIONAL INFORMATION) I Lam_ 3 11,-4"SQ, NIPPLE 70 QUICK CONNECT COUPLING •: FEMALE QUICK /2" .VC11#48C I P UNION 5 A T 12 EACH WAY TOP 8 BOTTOM \ ,... � 4 :.•7B CON CONNECT OTEI ALL INTt`W[O'R CO`N'CfttyVE `;S(7E fiCES Or WET WELL ,NOT WALL CONNECTION 6.0 COUPLING I GROUSE -HINDS EYS COVERED ,WITH'"'AMERON "T-LOCK" SHALL WAVE 2 COATS \\ •� 6 CHECK : B WITH PLUG SE/ALkNG FITTING RUSSELL & STOLL FCR3]34-72 100 AMP GENERATOR RECEPTACLE OF COAL'TAR EPDXY.. Itk`IS:ED 10-64 - `. VALVE I'} THREADED CORPO- RATION STOP WITH 1 3"L /-FINISHED GRADE A. LIFT STATION - SECTION VIEW `., OIL FILLED PRESSURE GUAGE rr _ (9 _ GROUND ROD N . T. S. 2" PIPE 0.02 SLOPE • GROUT FILLET r g' 2--0" AND CLAMP T 0 WETWELL _ ___LkT S O SERVICE ENTRANCE ALUMINUM1I CoVER, COMPLETE WITH ' TRAP 3" CLR i0 AN(3(LARM LIGHT STAINLESS STEEL ACCESSORIES 7 (36°x 6O"MIN. ) 7. P 8" 1"-? „ i6'-8 SO.----�:.•., j ( N`DTET , #5 AT I EACH WAY 5(TOP 8 BOTTOM) SECTION A -A 5' LONG "VISEG'10-84 LIFT STATION -.VALVE PIT N. T. S. 1 RUBBER FLEXIBLE EARTH SIDE COUPLIAR l (UNAFLEX STYLE 3150) ' MINIMUM 6" 2'-0 MAX 2-*5 (TOP B DI FLG PIPE MIN B" DI #5(TOP 6 BOTTOM) BOTTOM) EACH a of a: - FLG x PLAIN x 5 LONG SIDE OF OPENING END PiIPE { TOP SLAB WET WELL. FLOW - ALUMINUM COVER, COMPLETE WITH. NON -SHRINK GROUT �� b' V. UNI-FLANGE STAINLESS STEEL ACCESSORIES °"' ADAPTER - (36"x 60" MIN.) L RUBBER RING GASKET - INTERIOR 5113E - - OF VALVE PIT I I I LIFT STATION TO VALVE PIT *5 (TOP a BOTTOM)x' 1 j CONNECTION DETAIL 5' LONG #5 (TOP 9 �. BOTTOM) x ,.. N.T, S,' -- --.. 5' LONG ELEVATION SCHEDULE- I p e-2-*5(TOP 8 BOTTOM) ( EACH SIDE OF OPENING TOP SLAB I`'VALVE PIT REVISION 2-1-84 LIFT STATION - fOP SLAB REINFORCING PLAN WET WELL 8( VALVE PIT N. T. S ELEVATIONS DESCRIPTION A 19.1 TOP SLAB FINISHED GRADE B 4.0 NE. INFLUENT B ALARM, ON C. 2.45 LAG PUMP ON D 1.95 LEAD PUMP ON E 0.95 PUMP OFF - F (-)0.8 TOP OF GROUT G (-) 1.0 TOP OF BOTTOM SLAB H 1-) 2.25 BOTTOM I 14.1 TOP OF BOTTOM SLAB- . :VALVE PIT No. ALL FEEDBR CONDUIT ENTRANCES SHALL SE STAGGERED FITTING11 S FOR EASY REMOVAL. FOR SERVICE ENTRANCE AND ALARM LIGHT ONLY, A NEMA 4X HUB IS REECUIRED (NO SEAL bft Ut(ION ).. LIFT STATION - CONTROL PANEL ELEVATION N. T, S. IF l AS REQUIRED TO -x MOUNT CONTROL 4 PANEL. 2 0 FINISHED GRADE - CONCRETE: STEM WALL V SI NC u v P MP 1 v HAND FF AUTO v MP 2 V HANDOFF AUTO IGH n LEV ALARM PHASEMONITOR B SSED AA 1v1 PrY urt/E' NP 1 BLUE NP 2 GLK NP 3 BLK 8 O/!/ GUET !YELL NP 4 RED srAriv�v E,9s><�sE,rrr NP 5 RED, NP1,2,3,4,5 7/8' X 2 3/4' m NP 6, PUMP 1 S NDARD PUMP 2 RFD OIL EAL FAIL A'"jjII'' NP7 v ELAPTIME U 7 BLUE T}i 1 2 1 I NAIMEPLA SCHEDULE POWER EQUIPMENT tCHEDULE I.D. SQUARE D # 01.5 OOU 15 02 OOU 320 03 QOU 330 04 OOU 340 OS OOU 350 06 OIU 360 07 OIU 370 OB OIU 380 -09 QIU 390 010 1 OIL) 1 3100 1FAL11 f 1.5 34015 F2 FAL 1 34020 F3 I FAL 1 34030 F4 FAL 34040 FS FAL 34050 f 6 FAL 34080 F7 FAL 3407G F8 FAL 34080 F9 FAL 34090 F F 41 Q212 02L 3125 0215 02L 3150 Q 217 062L 3175 6220 02L 3200 Q 222 Q2L 3225 K12 KAL 36125 K15 KAL 38150 K17 KA 36175 K20 [KAL 36200 K2 LAL 36225 K 25- L A L 36250 L30 LAL 363 0 l35 LAL 56350 1. l35 LAL 364 00 BREAKER SCHEDULE A 460h SYRELEC PW B 230/3 SYRELEC PW C 115/1 SYRELEC PSR PHASE MONITORII SCHEDULE TYPE A 175A -I 2.ILSC0 PDA-142/0- 1- P A 11 2 0 TYPE B 35 OA 1- P - 1-i P -11 TYPE 620A 1-ILSCO PCB-26-350� 1-ILSCQ PDC-11-2/0- FAN BLOCK SCHEDUE s.... III �M I ■ �al�lE:�.:•�1■ i ■ ■ei■ © MINI STARTER SCHEDULED ID STAHLIN ItSIZE A O MINUM HOUSE A N30 24 10 301 4/101 6 SOX4q 6 5 X4 C N48 3 12 48/316/12 8 SOX40 ENCLOSURE r--...-� / I I I I I I ) INSULATED TH AT BUSHING �.�MIN. 2"PIPE FRONT DOOR PUMP STATION III CONTROL PANEL---- ---t CONTROL PANE --, PROTECTIVE FUTURE TELEMETRY rj ENCLOSURE PANEL LIFT STATION -CONTROL PANEL AREA PLAN N. T. S. / ALARM LIGHT (SID MOUNTED) FOR BEST VISIBILITY MOUNTING POINT i • :, TO BE FIELD VE IFIED FRONT VIEW " VENT HOLES CROSS BREAK TOP WITH SCREEN NOTEI 1. ALL BOLTS, NUT B WASHERS REQUIRED FOR ASSEMBLING FUTURE, NEOPRENE: GASK FRAMING SHALL BE STAINLESS STEEL, TELEMETRY 7•.J �\ 2.FRAMING SHALL BE 2" SO. TUBING, STAINLESS STEEL OR ALUMINUM. CABINET (AT y1y/���/A �i/ I FRONT DOOR (PUP P CONTROL --1 FUTURE REAR DOOR)-- �� I ��11 CONTROL PANEL PANEL TELEMETRY 7 ACCESS) PANEL POWER CO. METER MOUNTING POINT TO "a HANDLE TO BE CA BLE --I 8 SETS -SST ANCHOR BE FIELD VERIFIED I OF MMIODATIN PADLOCK -BOLTS 6„ HARDWARE (NUT, �'�, LOUVERS BOTTOM F ALARM HORN MOUNTING /ii� DOOR WITH SCREE CUT LOCKWASHER POINT TO BE FIELD B FLATWASHER) VERIFIED 1 � �y 40" / • 1-1/4" FLANGE INSIDE SIDE VIEW NOTE, 1 ATTACH ENCLOSURE TO STEM WALL WITH A MINIMUM OF.8 "STAINLESS STEEL DRILLED ANCHORS. LIFT STATION -EQUIPMENT MOUNTING RACK LIFT STATION - ENCLOURE FOR CON N.TS. N.T.S. DATE BY ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNE & OWARA, INC, 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD a CULPEPER, VA 2v, . 4s" PE2 F. R L), d, CdAnlvrA r5 G 2.8 FQ, DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA 0EV. L, S, LOCAT/[�N PUMP 047',a /Nqo. 5-5-89 P-C � ORLANDO, FL • RALEIGH, NC e ROCKVILLE, MD • TAMPA, FL ( REVISION I I � �I I � L J 45- 6ENO 01 aL7 8"17�.P. Q �I y//! Z'- / h!/J/NlENIE T y a+P I GOAIC. C!/,e I PUMP. DATA 2 PEABODY BARNES WASTEWATER PUMPS I I HEAVY DUTY EXPLOSION PROOF MODEL R 4 SEH, 752, .2.5 H.P. 230, 460 VOLT, 3 PHASE, 1750 RPM w/ 4" DISCHARGE DELIVERING 220 GPM (P 62.0 TDH, �1 LIFT STATION - LOCATION PLAN SCALE 11' = 10' 11� %FMR BTR BPM C R (tap ONLYI B M BE SU PM B1 -] 82 fll I� EYE [I --Q BACK PANEL N.T.S. OD 13❑ TIT PM C R 0 ❑� 81 82 )D: zc �DC O O ®® RESET O NP7 ETM ETM ETM WIREII DESIGNATION 9 FS-1 OF 8 9 FS-2 LEAD 10 9 F LAG 4 9 T9-4 HIGH ALARM M1 THERM 17 20 M2 THERM 21 c1 MYERS OIL SEAL ' 26 C1 21 28 OTHER OIL SEAL 29 SEFNCE �4 N.T.S JUNAPER V HM THERMAL, NTT N MOTOR OL PANEL COLIORCODE �TEFiM)NALSCHEDULE LIFT STATION PLAN 8c DETAILS SAM'S WHOLESALE STORE FOR WAL MART PROPERTIES, INC. ST, LUCIE COUNTY, FLORIDA SOO /2' F. P, U,4. uriury /� E46EMENT /Z\ Nm/e' � �+ i x1 .-low Att TN6RAML ' ' "r SILI34411 - t X ,R tMAT "nAxn t 62 Kr MAL ca Q R NOTES: I OIL SEAL FAIL - a) IF MYERS PUMP r USE 26 8 27 b)IF OTHER PUMP - USE 28,29,30,31,32,833 A JUMPER TERMINALS IF THERMALS NOT PROVIDED , IN MOTOR. 33l ONE (I) PUMP CNLYON GENERATOR IPOST NAME PLATE ON DEAD FRONT STATING SAME). - A HORN AND LIGHT SHIP LOOSE NSTALL RECK 'IACLE; THRU LOWER RIGHT SIDE TO MUG LICH T ANTE HORKINTO, © ALL WITH I IS VAC COIL ® SUPPLY HEATERS TO MOTOR PLATE AMPS. - SHIP GENERATOR RECEPTACLE LOOSE QQ ALL GROUNDS MUST BE 25 OHMS. ON LESS. JUL 141989 DESIGN SCALE NOTED F. C. G. DRAWN 10 OF 16 C K D SHEET JAN., 89 843/Q704?Z DATE JOB No. FILE N0. AA •wP O 18"'X 18" SUMP ) 1 INLET TYKE D1 E_Me I0lON4 .qa .�. G Z'-O• G O'- 0" F' %''Cry" TYPE "G"GRATE: U.• .FL. CWG- NO. roZIO OF-- eQUAL, t 5J16"'-18 HEX. HPk BOLTS 1' STL. W1 _ WASHER 8 NUTS 18" 04 MAX j I BEAM ' •D�. 8„ THK ; CONIC a'' II/2"xlV2zd/4'[ WALL a .p• . MEPLATE/ ' UWP :TEAL ! (RIVETED TO ALUM PLATE) " f 1 2"X 2'x 1/4"4 /4" MAX, CL ALLOWED DEI.AIL 'A'1 N.T.S. • • • • • • • EXTERIOR WALL FACE, RAILROAD TIES #S REINFORCING ROD 24" LONG IRS APPROVED BY DRIVEN INTO ASPHALT. TYP. AT EACH ENO VAL MART CONSTRUCTION MANAGER o I 0 L 6 0" T 6 \,,, J PRECAST CONCRETE PARKING BUMPERS SEE 37/A6.1 2114" PLAN VIEW ( SHOPPING CART LOCKINGL FOR e 5 NON -RISE INGS FOR NON- RISE GATIE T O R A G E AREA ,. , H� 11"WHEG RING, OETAN. A 2 HALF &IN. A'4Nb" TQW 2'-SP ITMM FOR NON -RISE STEM 2EA.446'-18CAR,BOLTS 21i2"LONG- T.S. Ua/ W 7"AL 8 NUTS, 2 1/d° 21�4" 1!K"A7AxT"ALUM PLATE • GR.n.TE2u < ••, - it % , ELEV.20,25 IIRq l5WTH04T F'EA 5/8"-11 ANCHOR ST £LV.21,g5 527/8x40x2 FIRE LANE REQUIREMENTS UIREMENTS S W/WASHES 8 NUTS. 1 -� I -5 ALUM. •• r 2"GL ACME THDSTEM..-\ 24 " f All premises which the F1"re Department may be called upon to prot ct (TYP.) ELEV 18J5 STL.W/IANCHORSWA RS 8 in case of fire and which are not readily accessible from public oads o� ELEV, I? NUTSfB"OG MAX, I shall be provided with. suitable gates, access roads, and fire lan s so WW that all buildings on the premises are accessible to fire apparat s. jI iv Q ¢ 5/16 IB HEX HD. BOLT 8 ~ I I Iwpp3HERg & TNtT Fire lanes shall be provided for all buildings which are set back ore t. 18 OC.MAX, than 150 feet (45.75 ml from a public road to exceed 30 feet (9.1 m) 2 HALF RUN( FOR I � ELEV 10.34 in height and are set back over 50 feet (15.25 m) from a public r4 ad. NON -RISE I' -5 ACME THO. STEM - - FIF� 2 SPLIT NUTS MLQ 1 � � I „ Fire lanes shall be at least 20 feet (6.1 m) in width with the ro FOR NON -RISE I 1 ;) x2 V2 '•r STEM W/2EA.M6- I . I BEAM _. - edge closest to the building at least 1p feet (3.05 m) from the BOLTS e1I " I I building, Any dead end road more than 300 feet (91.5 m) long sha La NUTS. LowONGW/IS CAR. WASHIERS �% be provided with. a turn around at the closed end at least SO feet 1 EL (27.45 m) in diameter._ 1 ELEV 9.8 -' I Post signs every 1001. Sign shall be 12" x 18" with 2" letters, NCB 4. e7AR6 e NOTE: Lettering shall be on both sides of sign. (FIRE LANE NO PARKING) 12 " O G. E.. W. ALL REINFORCING BAR CONSTRUCnON \_ 26" ALUM PLATE SHALL BE THAT OF TYPE "E' INLET. 4°-d Hx4`-I"W. (SE£0£taN,). u „ u Hf 11 N H 4" x 12" letters (FIRE LANE NO PARKING) at 100' intervals midway NOTE - ALL STRUCTURES SHALL BE SECTION A - A SECTION Ell' -I3 between signs on paved or concrete surface. II " N 1t 11 N EQUIPPED WITH AN 18"" X 18 " SCREW GATE CONTROL, STRj,1CTU E INLET TYPES C , E T a F SUMP FILLED w/ I WASHED Striping 9" wide, 5' apart on the entire length of fire lane. ROCK, WRAPPED IN MARAFI N.T. S. j N.T.S., FILTER FABRIC. (O" The designation, use, and maintenance of fire lanes on private pro erty GENERAL NOTES : MANHOLE 4 INLET ° 2. 0, a shall be accomplished as specified by the Fire Marshal. -�{'�•2''1h 1) ALL, EXPOSED EDGES AND LoaNEas 705E cNAMFEKEo 11 �1•_ Yj;'.tGQ„� ,�) pgyE�EM.I•' ' It shall be unlawful for any person to park motor vehicles on, or otherwise obstruct, any fire lane. r Z)GA5T IRON GRATES ANO GOVER7 6HALL ee IN V ' AGGORDANGE WITH FU,p21DA D.O T. '�PEGI FIGATION9. RETAINING �} , 3.) WLETf2 ARE TO 2"E A-3 SHOWN HEREON,MOOIFIEO" 'y O :TRUCK DOCK WALL INLETS ARE ReVOU.VEO AO' M POSiTiON TO A^CDA4ppgTS (� G'•�- :WALL FOUNDATION LARGER DIAMETER 512:e. OF PIPE. 4.I ALL REIN POKGi NG 6TEeL., SHALL CONFORM TO A. C.A. M. cols, GRADE 40, I,ATSm1f GN}•- MCI? TO ) WHERE L E FOUNDATION MATERIA4e, UNOATISFTO AGR_' UR QO M L'C� � i Y jump PIT ♦. FOR FOUNDATION AT FLOW l6FArTMIT FWOK AND ;',; .� NII'.7"(•E s pAVEMEAlT 7'� f, GARRY WAW6 GOWN TO s,ATI/iFAGTORY FOU,INDATIDN, I - �•� .•'�� ° " •'A MA { VARY( BAGK:FILA.. TO FLOW LINE WITH GLEAN e4N D. � 2-4' s _•,� � _ / � L.IINLET5 AND MAN MOLE$ 0UReL 0E: PRE4AST GIA C0NC9 ! l � ',,•r A 8R �'�rFSEi PLAQS) 3000# GONGRtTE OR POURER-IN-PLALb 2600#LONLRETE .-�'7--L '" CONIC. T.)9G NOP 0eAWIN6 ON ALI. MATER'9 W IAI,ILL 8. 5S05MM, Iv4• I 2rl Wgr 1 �4 may. TO THE EJ ,j PPEER. CURB .-•.1 - ((((((}}} � ' - 8.) TYPE "e' GRATf-_9'ARE CAST IN TWO S6.GT10 Ns,, 1 �8 TYPE: °F'GRATE6 AREFtST GIN THRGIi SE:GTIONb. [,&'ATEc Of -TAIL" G" X I$F' CONCRETE CURB N.T.S. ';;.., ', ,•� , � o 24"o. c UTYP.1 } 4" YELLOV TRAFFIC PAINT TYP.(SEE SPECS) A-V Gj' W' 4 t 12"GG6W 4e 9"GG.e.w. 6'-D" 4 'rVo' 1 �o a to1�EG,aFAW. 5eIt0c,&W #4a9°G.G.F-w,G'-a0 a-d'4 fo¢.0e 61/S,E.W. -O'4 -7" 5e 12"Gr„ 'fosm"r.G,Ew I'2"4 i 2"t r,•ra" G.O w, Sm12'GG.evt arc'GGR4YB'4'4 e'-a'+ rv.¢ra"ro.e.w. 8'•O 4 6" ICi' •5• H2'G,GF..W. •ro•fp'G.GENJ, gt4'i 4;4`} •GaCo'GG&,W N. T. S. ' TRUCK DOCK WARP LOW POINT OF �'•• ' T14UCKWELL SCALE NEENAH R-7512•A TO MEET DRAIN C:1. PIPE SCREEN 7. SCREEN.I SEE RECIEVING DOCK ' GRADING PLAN) ASSUME FINISH FLOOR TRUCK WELL ELEV. 100.00 �4' U CATCH BASIN 81 MANHOLE SPECIFICATIONS �- LOADING ZONE ' -- U/SIGN --� ASSUME FINISH FLOOR ELEV. 100.00 VESTIBULE &/// 50 , ."q 99.7 v SLOPE 1A81'YFT.\+�A SEE 3G/AG.1 I- 99. 30 4" DIA. W/O SIGN 39.61 UNLESS SPECIFIED A0 10 6^ DIAL MAX 20,_O' 80'-0" 40'-0' NOTE:. SEE CIVIL GRADING PLAN FOR ACTUAL ELEVATIONS. ENTRANCE DETAIL N. T. S. 4 99. SO o 99.30 �G' DIA. m AM TRUCKWELL DRAIN DETAIL C) 0 N 2=� 10' TYP ZJ I(>' TYP. TYP. �+ \ ,--4" VIDiE YELLOU REFLEC...- TRAFFIC PAINT EXTENDED SO' /�'I'4R!//E,7 .,05pew 4 4 , OUT FROM DOCK AND UP FACE OF TRUCK DOCK FOUNDATION f"F.f' F48P/l VALL TO FINISH FLOOR TYP. TRUCK WELL /S STRIPING FRENCH DRAIN DETAIL N.T•9. N.T.S. REVISION 1 DA 1 L0 BY ENGINEERS *ARC T 95.SS-""''X 9S.75-�X 9S.95 '3S.S1 --�J ss.7r - �'� 9S.91 96.27 - X x r 4 NOTE: SEE GRADING PLAN FOR ACTUAL ELEVATIONS. 46 WELL GRADING N.T.S. 39' HI ECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNS & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD P CULPEPER, VA DULUTH, GA +EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NO • ROCKVILLE, MD • TAMPA, FL IX SLOPE 36, 1% SLOPE , "' w ULI D. wo �N X ♦- N PLAN VIEW �14 a. 4rrm. sxw AHD sTRAPB APE Flgq.4••y AIO IH"TAllm RY rAL-MwT. WIM RIVET TOIMpL PRIZE 060 PAWf 70 •IATW 4GW. � (S� 1/4' DIA. ANCHOR WILTS TTI. AT ETD PLATER. 1/4' X 4- PATE WELM TO T ff PIPE Pam. TP AT I'm 'FRONT' SIGN READS: HELP KEEP YOUR COST DOWN RETURN CARTS HERE FOR YOUR SAFETY AND CONVENIENCE 'REAR' SIGN READS: ATTENFION MEMBER OUR SHOPPING CARTS ARE PROVIDED FOR YOUR CONVENTAKING THE CARTSTO NOT REST.H R. WE ERS CANNOT BE RESPONSIBLE FOR DAMAGES CAUSED BY CARTS LEFT IN THE LOT. PLEASE RETURN THE CARTS TO THE STORE OR CORRALS AND HELP LIS KEEP YOUR PRICES DOWN. THAN( YOU FOR YOUR COOPERATION. NOTES: 1. CART CORRALS SWILL BE PLACED IN PARKING SPACES AS SHOWN ON SITE PLAN. 2. CART:CORRAL SMALL BE FIRN, L INSTALLED BY CONTRACTOR. WAL-MART SHALL FURNISH AND INSTALL SIGNAGE. R' pp�IAA PIPE PDSTS ANRAILS. PAINT Y/MiTINQ�ITIYE IS(ICC PRI/p1 ME TO C011T8 'TRAFFIC TE110Y' EIMIQ. FRONT VIEW SAM'S WHOLESALE CART CORRALS NO SCALE COrt 1. OX711EEL STOP +1e BC//E S 4' !y///TEyST.F BLUE /��/rt/TEO nlory tTOP 6HGN IP APPLILA6Lt 'p STOP SIGN RI -I MUTCD- 8O'r"'(HIGH INTP-N61TY)TYP OF ALL! LOC ATIDN • ONt F" INTEA15EGTION A6 010I6ATE0 ON THe. M-4,N6• eA!,e TYPICAL STREET SIGN WITH STOP SIGN DETAIL N, T. S. NITS SIDE VIEW 1/22/N RKE Rn/se 2/H/N PUT SIGN WHERE 18•X18" SIGN INDICATED ON PLAN TAN BACKGROUND OADING ON BLUE LETTER 1' DIA. STEEL PIPE FILLED WITH CONCRETE PAINT UITH YELLDW REFLECTIVE TRAFFIC PAINT.(SEE SPECS) ;I USE 6" OIA. UNLESS OTHERWISE - NOTED. I' 0 I II 1 1 24" 01A. + 1 I CONC. PIER 3" 1 1 1 _ NOTE: MESSAGE ON SIGN READS AS FOLLOWS: "LOADING ZONE ONLY" GUARD POST JE N.T.5. r BID ET PAVING & DRAINAGE DETAILS SAM'S WHOLESALE STORE FOR WAL- MART PROPERITIESII INC. ST LUCIE COUNTY, FLORIDA I�RRL�n.RR�rR�Rx■R�R�.R.� DESIGN I SCALE NOTED F C. G, DRAWN 11 OF 16 CHECKED SHEET J A N. T 8 9( 64WO00422I DATE JOB No. I FILE No. JUL 31 191 n R•- 6"� _/YENIDW REFLEC' R1 z i `- - "FRM I2ONTAL RR'(N. r4Rej69;K#s�• g', �• ... k 60• APART { (TYPICAL) .VERTICAL RE`ORCI,916 BARS,''.- • - „„..:-INSTALCAY )k)N IN CONRE[ REQUIRES -•'"'� CONTINUOU6 Y/2" EXPA, IS10N' 461wT MATERI, 1,"w AROU " } L MD SEAL, WITH .. „ w40T $AR. - 6 YISCi�`,bttlTEEt *," ,;' a F •� :. SEC T)ON A -A ° * ' ::. ...ER ..,*" , ,-.-'+-. .. •• rPf FIG�L W/GONC.HOME :.., .BANE 0P POyH.4T`A6}-MtH{3J•ti Y,I'* _ ..#: •�": §(R;-AA t 39 STEEL TAPERED POLE PER SPECIFICATIONS. POLE ^Ro I,y"at SMALL BE MADE PLUMS MI WITH LEVELING NUTS. .CORRECT A`1L1. EdutPM£•NT"GROUND ;`:" I. BASE I' �. I �• v ` - CONDUCTORS TO GROUNDING LUG... I,N :POLE. r BOLT COVERS t a s+ 4 REQUIRED. LEVELING 4i4)TS • n A B } B , BASE PLATE PER , NONSHR'INK' GROUT 11/4" MTAi, SPECIFICATIONS. 1 .THICKNESS, 2" MAX, Tjd(C4(^NESB " WITH SIDES SLOPED AT 4tO. CO NORETE ` o- 1' ..'+' . 0w --(4) ANCHOR BOLTS. SIZE AS ►ER - + ,L- . 111 SPECIFICATIONS. I "11. 'Ia' , 6-516 -O LONG BAhS EQUALLF FINISH If It SPACED. GRADE S" it it 8-4I39I8"DIA. STIRRUPS WITH. It Il< 1'-6" LAP(TYPICAL)ON IS" SECTION Mir- ' it u - VERTICAL SPAGMG. � d.p 8! POLE -TO -BASE PLATE WELD ,Si II 0. 58ALL COMPLY WITH. AWS SECS, I'' J; 3" AT TOP a BOTTOM OF BASE PLATE. It •5.1n PICAL) . CONDUIT AS .tea _ POLE BASE 'PLATE -'BWLDING REQUIRED A A ANO BOLT PATTEhN' (3/4" MIN,) PER MANUFACTURER'S ' <'' O RECOMMENDATION. r " <ol - Q BASE PLATE BOLT HOLE e ' ( I 24" DIA RETE CORCo CI l e.r FOUNOATION .:" • LIGHT FIXTURE ORIENTATION NGUARD SECTION .0,-0R (SEE SITE PLAN FOR POST - 1YI6 "11. 'Ia' , 6-516 -O LONG BAhS EQUALLF FINISH If It SPACED. GRADE S" it it 8-4I39I8"DIA. STIRRUPS WITH. It Il< 1'-6" LAP(TYPICAL)ON IS" SECTION Mir- ' it u - VERTICAL SPAGMG. � d.p 8! POLE -TO -BASE PLATE WELD ,Si II 0. 58ALL COMPLY WITH. AWS SECS, I'' J; 3" AT TOP a BOTTOM OF BASE PLATE. It •5.1n PICAL) . CONDUIT AS .tea _ POLE BASE 'PLATE -'BWLDING REQUIRED A A ANO BOLT PATTEhN' (3/4" MIN,) PER MANUFACTURER'S ' <'' O RECOMMENDATION. r " <ol - Q BASE PLATE BOLT HOLE e ' ( I 24" DIA RETE CORCo CI l e.r FOUNOATION .:" • LIGHT FIXTURE ORIENTATION NGUARD SECTION .0,-0R (SEE SITE PLAN FOR POST - 1YI6 1YI6 CT' GWO({Mw,P6R eFDUN1pNrLptAP. w.. vuorv-,<.ve.,r+oaw,r'- 4,wM+ppq xp.,rAW` vga*��,r.+n �AItl YOblq lJr RT raa«w,,,.eo"aa.}ehN >MPlepp.fe M< wuoxwn+eo.aa..wn ow«o4rwr7 W Aao".,m�+w4a+.,4w rRpiwa+mpd e ww.war�+pae.eN- I,+WIW Fr,aoN+Pn/ E vvo,.arr.."n<opw<e,ro RawM4pllwl F' wva,n«i.wn,ww,ow iW,rkApalKR1 4 •,m,*m,..m+an� +wawpnrRpl ,} _' woa,4,aa.aeo4m,xlrr rr<IrPr<mrRxd. 3pL/p. wna.nxa4ksaW4liN � A.wnroaelNN 1N "OON.wv6-ub-,aibWfiRf 4NWp.,W.p waamaa,wuw " aYOM6s7Etl... •wm,s„a„A repo `. 14,w11,}P tbnttpP! w+ooiM Hu,c"w+. I442 MIN�d�ta �-P.144 r„ ORIENTATION TO BUILDING." - N<ax,ps,,,,l„,,,,,,eenpr,mnn,xrywr,,,�wley,r GMyCp(3NFAiy 'p"�`� VERTICAL IS HORIZONTAL BARS SMALL BE FIELD TIED. ""r Wt''F'P Br"°°°� / '^+' •""`~ 24"DIA. l.. WELDING NOT PERMITTED. PLAN A LIGHTING DETAIL NOTES: GUARD POST DETAIL I. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONC. WITH GRADE 60 REINF. STEEL, .. N. T S. 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. N. T. S. 3. EXPOSED CONCRETE AND GROUT SMALL BE PAINTED TRAFFIC YELLOW BY THE PAVEMENT STRIPING CONTRACTOR, 4. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY _ C. C - COMPACTED FILL PER SPECIFICATIONS. X-C 6 !'•b' 5. DETAIL FOR SO' POLE W/MAX. FIXTURE EPA 4.6 SO. FT. Oor SPan Oor SPk r_- <6` 5;• M TYPICAL PARKING LOT LIGHTING POLE FOUNDATION N. T. S. In V-PIWO111 IN >ar8iiiiAetF'.].fT:].Q•}Yltl�rV}iSQrJBfi�iRfF.'iriillQ]AI��Rf.[; BfC� .ra;la r£•IMFSB<]F16®i�E376d®��I36i�iM86�.lEII1BRSJi����t,PSi IIFTitA7/ MXrT�rrrriXs����r�MrllavrrarrzrrrcT..errvew.�te��erT�IMx-,.rt7aR�a 7•dR 1'��+-�1�Ei•)•BfrryBR'�rr"MI�T� tTf R[Y7�ICrt]S�q:R7CrL! rs->• rr•;nr9�Mran. BfT'i. CJI MQ>ifF:9fR71i�SBBQ3�8�3•BEP�t79lT'781'.T^>/'7*/68-t9�i.'fl�IMEiit'C=�II.'7818.5'7tT7BTJ!®6BS�i�i rs���IrT�cT;titer'w'r•-tesF*aMmarx-alr-s->.i�T�' r�rlclrr�Aermlc.®MRenxe�rrFaatax;Aw�u-ic�ar�Mn: :Q!•rts,WitE•:Ae�F.]/®MEFi16��EID��7M9�9M�ITif'FrJRliyBR7��EL•Si�•..�OLC7 iT'��7!f6981i •�BiFE'161T' IcsarcaE3TAe�i�oea�s�lAlax iJ�iAZ1lAlil■14,Mf;!-bte[] a lJt•till�tg}t�-r �rF /i}J"1!`Qf�Cirll�rl�irgP:�riF'1•RIRiiQ'WeM1e W���reel3>ierE �marWsw�Des>rme z�ra>,r�s cIrrcrW,yr:1.i�Lr�:aaa9}zsaa�r�-,.rz-ua�:•Ar�ar.t�ls�rrrr: tic-arvaT-Wls:a:rr_,asx=.s-lrrJ Yf5>rW1i5['HrtL_.. t0 A••+. Y iV Y �� , ,-M•w w,r aw, I Ww r xey Fr. nor, INVEx No• 2i1. ? Z�i SECTION MITEREfT--ENO 5EGT101J GENERAL HCTES 1. Mhrw w I.S"t .Awl N kw N, k wIR w ,.Hlw, apk. t 4 k.wA h4tkaot•I.ht w. rAi.+W. wtarN.n tnwP•e+a•n,w,an"er,, a.aMt. ,.obpa la,kti Ml ,F1WM Apw volt khwrMN rtM amok" rik M.wtM .&,NV*' tkA. of I.p,ple<bt,4 E TN popnp al"A .Ir1N N'woaNktN I. NI wm w ank 4n1. IM W pat h piAb .I fl4.I oorw.. 4. G•Pp'• 'JA..•.• w tr .M.wMr w .4a„A w „<twm IIWI Yi' IN- WWI, N u<le .poWM"'oaRwwlk.. A, 4a.,.PrtN7.e,)w P40 IPlr.ww" Im i, wwgw 4«AW ".,.IAW w.. I = W4 Ir .ok.X- Vw r.Mk Mw V, nI.WA. A' TM ww .I op,www o PIP, p wW ...tpl wk Ilr w- so oM owl io tXyoh,k o.ow Irwr oA MoioA at eh #YMwb 6o4..•w hw Ilk,' wr.b op. Mp w ,.err p.7 w Vw.. ,q hM..'o paa. 4nIN PIki *-ft"" tp4 Pb* p•«.t w ...rwr o be ..N riw OW l,,ps w ewr wow PIP ; .mpt .10" **.I W. W ..•I.4 .rwA.k wh.tA ow •w,r.. 0,11, M pw ,rP w Irk w ,kr w.Y IM"ANM .wwHow. Wok MI-Yw1� rHM III" to .,w144 NIIPWtt. 4otw PN. wh,w w,pNbr ,I•N N.rr,oppcvwnAAw 40sAr ob•R.t PII., ' t WAIw M w•«w w ..rwk I4r r bl.,lwto t. N rY K oil.. • orrrN, RrPt h.w.,4�,Ati MII ` A WI,Pt .tiwW ..4IiPr . 6.oh IYk «• tpplt wlr tlt. hr .rn. ,sw. b w 4ww .. A.,o .p- AM o.." w ANpIM' w ,.pwr rw N 4.wr.,wtw,:W IAo rINw60 w fork" or ..Il.wi<,II w •.AIV04 1f No oowi .toy •1.4P.4 M Aw tft r I,Nwrr, oho ks ,wrm -Milo Ilwc, Ni sow. M�"yy,..�P•.A M4WpwtNllhJW #5:1 ',• ,: q SIV14 UN di" inI - o•w M w"4 orA ro o,nrl It+r..) Or..w N Iwwwww rIrk MA VAN" FA, M„lwt.orr►'AIw. Aw Mitt W. , a CoVV, 0AM M."" N r w V w rrh wow nwr 4.M .a" Wa FM. YY T M .Inkk INp„ T• I ' A W, 4•w Iw row R.rl Ah'o It•w.. N•IM.ASM A x' r '.'1ggSP � °*IYM rp< �A p M ♦«N.a-A MA•k, ' •tM p. Mr. •Y.w. � ' +pp•t.IrA 14•.l•rr fA4M.Fr NPy, j` 1r P.,. pP,w IVwpl u Nw..w,..wt w .w,Irp w 4 ,. N,WN w.L ' e.. 4...hn ooAo.w `.'4 a• r W Hr. w y'rr tot' N rYPw. T. to~moV n.Ww M kolw6 Ae• 14M vol K I,h w iNIM 4ot1." w w MAwat h PAo oAW on r� blhA. . CONCRETE PIPE CONNECTOR i ' f OF PARF(FNO SPAI l INTERNATIONAL HANDICAP 1 YMBO N. T. S. ' BLUE 18%18" 18 GA. STEEL BAKE ENAMEL INTERNATIONAL HANDICAP YMBOL SIMILAR TO 09EE503, SAP ENT- W SOWELL. INC., GRAND PRAT IE,TEXAS. (TWO SIGNS BACK TO BACK ER POST) ♦ ,4"STEEL TUBE WITJ TOP CAP ANCHORED 24 CONCRETE. HANDICAP SIGN N. T. S. 2 -•4 61rt ( I I L 61 Of I, a m 1 1 � 1 Owf.bM M/MfMt o o -r-{ B � f/ONT VIM - Cwt, bw pvN w I i . I xq/ A owsk R,Wwr.o• I _ _ _ I sr N Brno. C WNI For Bar w A Mr PNImm ra• wr ENO HEW I £NLAWEa / . ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING J r tris 1 r fgWT VRW ,. ^ FRONT VIEW S i AtINAv 1:' IANSAN PIp r IN1.1 .. ryr r ryP.l - •. NIuwN,. R4M.reo Lhr -. ' y ; Ask IawrNr Cp4rw Apo / _ C ,w LIM /Crwr z" L&Wff (N1p.rH of Front SAVW t Ew LN PW T I sk Able A ) -r. cw of Pow rw -- S••' woro4N - aWtM. Owr zone RIo POP WIP I`. NORMAL PIPE SKEWED PIPE L6G£AD ;. 3 ewe fi C~ PIP, 1pcAe „+- e'' r r�ewyrrdr ro pnyr+nr aFaceDr NOI.PRNI ENDWALL POSITIAMS FOR SINGLE AND MULTIPLE POE AND SPACING FOR MULTIPLE PIPE DATA AND ESTIMATED OUANTITIES FOR DIME ENDWALL toe _ PARKING WHITS STALL yTRIPE (PAiIJTEp� - I I r ' N •SEE PLANS PLAN 2 Q R W 0 0 43e 2-**Ib DAR9, 31-O LONG. IN �'{I IL4I��r • < 2 HOL• r9 FORA A. 0AIZ9 12R FROM EACH END 2-#4 Pa4R5, 12A LONG P_MOEODED IN PAVEMENT. SECTION A - A CONCRETE WHEEL STOP DETAIL GENERAL MOTES 1. EnMX/ olwn<km. UWhw aw pWtk v or* for r w wWw aowroy Pry, ow for raid w P'w •ardr wrramalw swWpoo. ARsd wwrM4 A" sAwrl, z. F,aN Ww w 4rM trr,"RAw tAtVOo In dwor&MV .rM be.. w. 2w. !. E.Ar n a art iP dow or M.w,t o r, . RNNarchW tt✓dd Grww Q or W. •IddrrAFd rowore..nt n q Wr A by Prookt wft AWrw dwor~ ar Me Coarmoor or M, 4pwl r. Cql or ro wordr«r ~b I/ Add M f a«rrw I Prks for o orwt I rmMW ), 4. Owrwo SWIV Me rwWrwwrs W ASrN Core AAOI 01) Nor w Now M Rw or Cbr I o roft Ay prookt Nor wrv%aMu'w b Hwy M<Ud ff. w10N tAo Swwrt LW.y V Procwurw I9r Nr Alq,.dAW sProww/r.Arp. aeAt'a. 5. B, owaorB,Ak .eA've stow fbfbr NNw f1 < 1, PI-MV PC'lrwwfl frw b, w44df b Aw IN1IM s stow. rJow of .IN• pora'/MY. 6. For w*AW oroaw oloA.,TI sw Aww A,. 1R. r. ft" r Ter a rol w.Nhlw For .R ve ota A, Al, plpl YoN N .or, w AM Tsw.AW Oasis , Ene,Wl Stor ro PAr Ur Tak*W How G•b5' 0 6• b 6• 5' C b Jul 45•45' .P'a p.Wr A. Plot lwgm Pw mwtPrw "ft Ark w Aw Pry. W bewbw we.n b ft ayr,bre Ilewlir mnro+w .dw. or trpRe A o, o w «0.0v Jlmc w for b w 0., 9, pmw • for Aw A, Pry, &Mora sMb bw M OW elu.lilw. odmw for r lotNA wr a2o,a'/o'wY w ,*w * ft EA~. ROUND CONCRETE AND CORRUGATED METAL PIPE Qp•IrWtV Area DtJIMrMlorrs C/Glssi I Cancre (Cy) abler And T Of PIP* Stow a Oe f SF ! e pXJWe ripe r Ir D uMber PI A I B I C E F 0 S x role Metal Concrete Meld Canc Je Metal Coflcrets Md D t 15 30. 45 0 0 0 IS 45 0 15 0 I5 0 JO ,,LJ .4i Joe 1 Y-0• Y !Yl hV A IJ'd 2'-r Y• t J•d J'd 1� r$4 139 l!0 IA6 rz4 IbE IBS I6e /zA 191 IAS z2J /99 2 Y.N tJ0 tJo PJ4 P.o t.r1 LA l.w tz5 2e1 rJ• AT / J,34 SJI r h I'd P•lr M1J I r'd r4cr t•-aT r-0 3,-y eo /36 tm /99 Pp 2L6 PO zDt 2Z6 Itl tt! E}3 2,46 12J 2d/ E34 Cbe the tdN 2.9' 154613.40 E.M 30 JJr Jdl C Zf L.W 4M f T2J 1 964 t'•5• Y1 5'd Pd rl rd YC yr Y-T --rr 4•d t-W R. 3..N 6299.41 M.56 Yd rf 5'd 7 f1 E'd TF 3'-5. Te 74r r4Y t2Y Z29 Pet 04120 J 13N EAi 3OI 3Jr Jig 1.45 JAW Jw 3.56 31,443 J.W aJ 424 449 40 42a 4.43 4-W E4' fI' JJe .96 N,9( n r• CIO' Y riS ,1'•At r-d eo 4'•s 5'd z7J a. 4!N OAP NAJ Bb4 x' rd 6'd t'-t rd J'd rY !'T 4'-Y 6'd J w JJ4 4JJ 4Ai 4 .4.49 426 4 4.43 4AT 4JW 5d S Sd9 JAD 5 9:A 5 5.931624. 4A' dJJ 62J 636 T29 3i6` T.aV W X Le rd Y.. rd 4'd 5'-r S-r 7'-T '-C r• 4 Ibl SZJ szr s92 61! s% -ID 6J5 6.49 .65E TJD 7 r-9' T 7J/ r 3' !JJ e26 e.s5 9AP ASr Alt 9M O20 J6' 4Y 961 9N e6 Je.a !' /-Kt e'd Yd Y'4 5' 6`4 C4 6'-S eVY Fd 6.,iJ 649 BN 6f 6J9 ed5 A,43 SM 6JJ 923 PM R 2 A-7e 0 105E % MJe Abe dR 2s ud9 ,P R3E -0 Wl7 IY toe' 183r PSM JTA 502e 410 21-r H'd Fd to 6'd F•F B•s TO r-Ar Y-r 8J5 AJe CC 10,w 10l5 AJJ 10e5 10.91 N2J del Atbt bD r W,SD J UJ Nd J9 Wb9 bJJ 159J RAW rSAE ZV 49/ PIM 4e' 34' LS.W b0 6)b0 5-t' £d 10'd rr riT r'd i Tw t'4r F,o 104(T Az/ "r, P523 FJJS 157e rb9 d sat Sae A F N. T. S. 2.661 \ 1 f�5_ \ OD 11.5- ll` 13.851 { H.C. OW 2.69' FYP ro �O p 600 PARKING. ISLAND DETAIL SCALE : III = 101 600 PARKING DETAIL SCALE I III= 101 0 No. REVISION DATE BY ENGINEERS *ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS PAVING a DRAINAGE DETAILS, DESIGN SCALE NOTED GREENHORNE & OWARA, INC. I ; 580 VILLAGE BOULEVARD, SUITE 360 SAM S WHOLESALE STORE FC.G. WEST PALM BEACH, FL 33409 DRAWN 12 OF 16 (407) 686-7707 FOR ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA WAL-MART PROPERTIES, INC. CH CK D SHEET DULUTH, GA IV EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA JAN. 89 B43100 4.2 ORLANDO, FL • RALEIGH, NO • ROCKVILLE, MD • TAM PA, FL S`I: LU C IE COUNTY FLORIDA ' 9 DATE JOB No. FILE No. -fill D 4 100tT M, ♦ ,4"STEEL TUBE WITJ TOP CAP ANCHORED 24 CONCRETE. HANDICAP SIGN N. T. S. 2 -•4 61rt ( I I L 61 Of I, a m 1 1 � 1 Owf.bM M/MfMt o o -r-{ B � f/ONT VIM - Cwt, bw pvN w I i . I xq/ A owsk R,Wwr.o• I _ _ _ I sr N Brno. C WNI For Bar w A Mr PNImm ra• wr ENO HEW I £NLAWEa / . ENDWALL DIMENSIONS (EXCLUSIVE OF MULTIPLE PIPE SPACING J r tris 1 r fgWT VRW ,. ^ FRONT VIEW S i AtINAv 1:' IANSAN PIp r IN1.1 .. ryr r ryP.l - •. NIuwN,. R4M.reo Lhr -. ' y ; Ask IawrNr Cp4rw Apo / _ C ,w LIM /Crwr z" L&Wff (N1p.rH of Front SAVW t Ew LN PW T I sk Able A ) -r. cw of Pow rw -- S••' woro4N - aWtM. Owr zone RIo POP WIP I`. NORMAL PIPE SKEWED PIPE L6G£AD ;. 3 ewe fi C~ PIP, 1pcAe „+- e'' r r�ewyrrdr ro pnyr+nr aFaceDr NOI.PRNI ENDWALL POSITIAMS FOR SINGLE AND MULTIPLE POE AND SPACING FOR MULTIPLE PIPE DATA AND ESTIMATED OUANTITIES FOR DIME ENDWALL toe _ PARKING WHITS STALL yTRIPE (PAiIJTEp� - I I r ' N •SEE PLANS PLAN 2 Q R W 0 0 43e 2-**Ib DAR9, 31-O LONG. IN �'{I IL4I��r • < 2 HOL• r9 FORA A. 0AIZ9 12R FROM EACH END 2-#4 Pa4R5, 12A LONG P_MOEODED IN PAVEMENT. SECTION A - A CONCRETE WHEEL STOP DETAIL GENERAL MOTES 1. EnMX/ olwn<km. UWhw aw pWtk v or* for r w wWw aowroy Pry, ow for raid w P'w •ardr wrramalw swWpoo. ARsd wwrM4 A" sAwrl, z. F,aN Ww w 4rM trr,"RAw tAtVOo In dwor&MV .rM be.. w. 2w. !. E.Ar n a art iP dow or M.w,t o r, . RNNarchW tt✓dd Grww Q or W. •IddrrAFd rowore..nt n q Wr A by Prookt wft AWrw dwor~ ar Me Coarmoor or M, 4pwl r. Cql or ro wordr«r ~b I/ Add M f a«rrw I Prks for o orwt I rmMW ), 4. Owrwo SWIV Me rwWrwwrs W ASrN Core AAOI 01) Nor w Now M Rw or Cbr I o roft Ay prookt Nor wrv%aMu'w b Hwy M<Ud ff. w10N tAo Swwrt LW.y V Procwurw I9r Nr Alq,.dAW sProww/r.Arp. aeAt'a. 5. B, owaorB,Ak .eA've stow fbfbr NNw f1 < 1, PI-MV PC'lrwwfl frw b, w44df b Aw IN1IM s stow. rJow of .IN• pora'/MY. 6. For w*AW oroaw oloA.,TI sw Aww A,. 1R. r. ft" r Ter a rol w.Nhlw For .R ve ota A, Al, plpl YoN N .or, w AM Tsw.AW Oasis , Ene,Wl Stor ro PAr Ur Tak*W How G•b5' 0 6• b 6• 5' C b Jul 45•45' .P'a p.Wr A. Plot lwgm Pw mwtPrw "ft Ark w Aw Pry. W bewbw we.n b ft ayr,bre Ilewlir mnro+w .dw. or trpRe A o, o w «0.0v Jlmc w for b w 0., 9, pmw • for Aw A, Pry, &Mora sMb bw M OW elu.lilw. odmw for r lotNA wr a2o,a'/o'wY w ,*w * ft EA~. ROUND CONCRETE AND CORRUGATED METAL PIPE Qp•IrWtV Area DtJIMrMlorrs C/Glssi I Cancre (Cy) abler And T Of PIP* Stow a Oe f SF ! e pXJWe ripe r Ir D uMber PI A I B I C E F 0 S x role Metal Concrete Meld Canc Je Metal Coflcrets Md D t 15 30. 45 0 0 0 IS 45 0 15 0 I5 0 JO ,,LJ .4i Joe 1 Y-0• Y !Yl hV A IJ'd 2'-r Y• t J•d J'd 1� r$4 139 l!0 IA6 rz4 IbE IBS I6e /zA 191 IAS z2J /99 2 Y.N tJ0 tJo PJ4 P.o t.r1 LA l.w tz5 2e1 rJ• AT / J,34 SJI r h I'd P•lr M1J I r'd r4cr t•-aT r-0 3,-y eo /36 tm /99 Pp 2L6 PO zDt 2Z6 Itl tt! E}3 2,46 12J 2d/ E34 Cbe the tdN 2.9' 154613.40 E.M 30 JJr Jdl C Zf L.W 4M f T2J 1 964 t'•5• Y1 5'd Pd rl rd YC yr Y-T --rr 4•d t-W R. 3..N 6299.41 M.56 Yd rf 5'd 7 f1 E'd TF 3'-5. Te 74r r4Y t2Y Z29 Pet 04120 J 13N EAi 3OI 3Jr Jig 1.45 JAW Jw 3.56 31,443 J.W aJ 424 449 40 42a 4.43 4-W E4' fI' JJe .96 N,9( n r• CIO' Y riS ,1'•At r-d eo 4'•s 5'd z7J a. 4!N OAP NAJ Bb4 x' rd 6'd t'-t rd J'd rY !'T 4'-Y 6'd J w JJ4 4JJ 4Ai 4 .4.49 426 4 4.43 4AT 4JW 5d S Sd9 JAD 5 9:A 5 5.931624. 4A' dJJ 62J 636 T29 3i6` T.aV W X Le rd Y.. rd 4'd 5'-r S-r 7'-T '-C r• 4 Ibl SZJ szr s92 61! s% -ID 6J5 6.49 .65E TJD 7 r-9' T 7J/ r 3' !JJ e26 e.s5 9AP ASr Alt 9M O20 J6' 4Y 961 9N e6 Je.a !' /-Kt e'd Yd Y'4 5' 6`4 C4 6'-S eVY Fd 6.,iJ 649 BN 6f 6J9 ed5 A,43 SM 6JJ 923 PM R 2 A-7e 0 105E % MJe Abe dR 2s ud9 ,P R3E -0 Wl7 IY toe' 183r PSM JTA 502e 410 21-r H'd Fd to 6'd F•F B•s TO r-Ar Y-r 8J5 AJe CC 10,w 10l5 AJJ 10e5 10.91 N2J del Atbt bD r W,SD J UJ Nd J9 Wb9 bJJ 159J RAW rSAE ZV 49/ PIM 4e' 34' LS.W b0 6)b0 5-t' £d 10'd rr riT r'd i Tw t'4r F,o 104(T Az/ "r, P523 FJJS 157e rb9 d sat Sae A F N. T. S. 2.661 \ 1 f�5_ \ OD 11.5- ll` 13.851 { H.C. OW 2.69' FYP ro �O p 600 PARKING. ISLAND DETAIL SCALE : III = 101 600 PARKING DETAIL SCALE I III= 101 0 No. REVISION DATE BY ENGINEERS *ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS PAVING a DRAINAGE DETAILS, DESIGN SCALE NOTED GREENHORNE & OWARA, INC. I ; 580 VILLAGE BOULEVARD, SUITE 360 SAM S WHOLESALE STORE FC.G. WEST PALM BEACH, FL 33409 DRAWN 12 OF 16 (407) 686-7707 FOR ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA WAL-MART PROPERTIES, INC. CH CK D SHEET DULUTH, GA IV EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA JAN. 89 B43100 4.2 ORLANDO, FL • RALEIGH, NO • ROCKVILLE, MD • TAM PA, FL S`I: LU C IE COUNTY FLORIDA ' 9 DATE JOB No. FILE No. -fill D 4 100tT M, N. T. S. 2.661 \ 1 f�5_ \ OD 11.5- ll` 13.851 { H.C. OW 2.69' FYP ro �O p 600 PARKING. ISLAND DETAIL SCALE : III = 101 600 PARKING DETAIL SCALE I III= 101 0 No. REVISION DATE BY ENGINEERS *ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS PAVING a DRAINAGE DETAILS, DESIGN SCALE NOTED GREENHORNE & OWARA, INC. I ; 580 VILLAGE BOULEVARD, SUITE 360 SAM S WHOLESALE STORE FC.G. WEST PALM BEACH, FL 33409 DRAWN 12 OF 16 (407) 686-7707 FOR ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA WAL-MART PROPERTIES, INC. CH CK D SHEET DULUTH, GA IV EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA JAN. 89 B43100 4.2 ORLANDO, FL • RALEIGH, NO • ROCKVILLE, MD • TAM PA, FL S`I: LU C IE COUNTY FLORIDA ' 9 DATE JOB No. FILE No. -fill D 4 100tT M, M, e 1 - nTING PIPE I TAPPING SLEEVE TAPPING VALVE t RETAINER GLAND I III 4, NOTE RESTRAINT OF EXISTING PIPE MAY BE REQUIRED. TYPICAL TAPPING VALVE a SLEEVE N. T. S . 0 PLANT bJ AND GRAVEL SECTION A -A NOTES: I. REFER TO TABLE FOR APPROXIATE DIMENSIONS. FINISHED GRADE WATER METER / BACKFLOW PREVENTER NOT TO SCALE LETTERING "WATER" ON COVER FINISH GRt,D� CONC PAO 16" • .� �• _�� SO X 4" THICK 'A IN UNPAVED z Q {�.. LIMIT OF UTILITIES AREAS M x I AUTHORITY INSTALLATION 2 `3 REBAR 0 CONTt,, �F ADJUSTABLE VALVE BOX > ;;'3.x..:..:::�. :....:. .. :.....:,..:. GATE VALVE PLAN RETAINER GLANDS(TYR) TYPICAL GATE VALVE a VALVE BOX DETAIL 0 N. T. S. OSSY GATE VALVE 12" SPOOL' 900 FLANGE/ FLANGE ELBOW 90• FLANGE/ FLANGE ELBOW FINISHED GRADE 'OUBLE 12"MIN . CHECK VALVE 16'MAX, D.1. PROFILE Q SERVICE PIPE BACKFLOW PREVENTER ASSEMBLY FIRE SERVICES N.T.S. No REVISION I DATE I BY QE-Vl5fv Af PE-2 F: P U.A C©mMcA/rs I PEv W,M. �' 8Ar�,Feow OEr, Ana. E",-46rmc-NrLZ 5-5-6rfi re,,L- VAfHES LIMIT OP HYQ,RANT ASSE: M<BLY o 2-a3 in - nc"no _ I i •� L z 6" GATE VALVE 16"SQ. xa" e BOX CONCRETE ..'COLLAR m IN UNPAVED AREA 0 18, ry TRAFFIC TYPE .-,.. FIRE .HYDRANT WITH 5 1/4' OR fi" VALVE OPENING 24"SQUARE x 8"CONCRETE COLLAR W/2-03 REBAR TEE �M N 15" SQUARE x 4" CONCRETE PAD NOTE HYDRANT ASSEMBLY MUST BE MECHANICALLY RESTRAINED TO TEE. ALL FITTINGS TO BE MECHANICAL JOINT. TYPICAL FIRE HYDRANT ASSEMBLY N. T. S. MJ W/RETAINER GLANDS DUCTILE IRON PIPE I STEEL CASING FLOW L-PRESSURE TREATED LUMBER SUPPORTS FOR CARRIER PIPE 1/16"x3/4" STAINLESS STEEL STRAPS WITH 13/16" CABLE STAPLES NAILED INTO LUMBER AROUND STRAPS NOTES: i THE SKIDS SHALL BE A MINIMUM OF SIX FEET LONG A MINIMUM OF TWO SETS OF SKIDS PLACED AT EACH END ON EVERY LENGTH OF CARRIER PIPE, 2 THE CARRIER PIPE SHALL BE SUPPORTED WITH PRESSURE TREATED LUMBER SO THAT THE WEIGHT OF THE PIPE DOES NOT REST ON THE PIPE BELL. STEEL CASING PIPE ENCASEMENTD N. T. S. I ly EXISTING GRADE PAVEMENT _ MIN` STEEL O SLEEVE ' --DUCTILE IRON PIPE - BRICK AND GROUT BOTH ENDS TYPICAL HIGHWAY CROSSING N. T. S. i..... FINISH GRADE 1� ?IFI N A L \/ BACKFILL `\\ 12 INITIAL SPRING / BACKFILL EMBEDMENT LINE \\ MATERIAL OF HAUNCHING PIPE ygff BEDDI G MAX. 6° FOUNDATION (MAY >/',...'.,......'.-.'.'.'.•.•.,•f� NOT BE REQUIRED) NOTES: 1 IN VERY POOR SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2 BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM -AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3 HAUNCH.ING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINE OF 'THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE' ADEQUATE SIDE SUPPORT. 4 INITIAL BACKFILL MATERIAL SHALL BE HAND' PLACED. TO 12" ABOVE THE TOP .OF THE PIPE. THE SOIL SHALL BE COMPACTED, 5 FINAL BACKFILL MATERIAL MAY BE MACHINE PLACED AND COMPACTED TO SPECIFIED DENSITY. BACKFILLING REQUIREMENTS INITIAL BACXFtLL SHALL BE HAND PLACED', TO 12" ABOVE THE PIPE. SACKIFILL SHALL BE MECHANICALLY TAMPED TO A MINIMUM OF 100% OF MAX. DENSITY AS DETERMINED BY AASHTO METHOD T-99. FINISHED GRADE I MAXIMU TRENCH WIDTH 2 x PE DEPTH+W z PL E AND COMPACT ` B, LIFTS i1 W Ia4 zx w PIP O.D.+ 24 IN. > w o w- X. WIDTH o z F= z " z cai U Zir Q W f Iz" 12" I io o b ' � MAX MAX � " _ w z f Is a a INVERT J _ z r J Q Ir ,Y HAND PLACED LOWER QUADRANT TO BE SELECT MATERIAL SHAPED TO RECEIVE PIPE BELL AND BARREL TYPICAL T ENCH DETAIL N. . S. GENERAL POLICY: WHERE COST JUS IFIED AND OPERATIONALLY FEASIBLE, IT IS THE GENER POLICY OF THE F.RU.A. TO PROVIDE WATER, ELECTRIC EWER AND GAS SERVICE FROM THE STREET SIDE OF PIECE OF PROPERTY. DEPENDING ON FACTORS SUCH A LOCATION OF EXISTING SUPPLY SOURCE FACILITIES, REAR R SIDE LOT LINE SUPPLY MAY BE AUTHORIZED, BUT ONLY WITH PRIOR APPROVAL FROM THE F.P.U.A. FIL I I 1 3- O 3 3' I� F•-� R / W- 5' S' I I. THE PREFERRED METER LO TION, AREA OI , SHALL BE THE CORNER OF THE PROPERTY ESIGNATED BY THE F.P.U.A. AS THE NEAREST SOURCE OF ATER SUPPLY. 2. IF PHYSICAL BARRIERS OR THER OBSTACLES PREVENT THE METER FROM BEING PLACE IN AREA OI , THE RRU.A. ENGINEERING DEPARTMENT M AUTHORIZE THE METER LOCATION WITHIN AREA (g). 3. AREA (3) WILL BE APPROVE ONLY IF THE METER CANNOT BE PHYSICALLY SET IN EITH R AREA QI OR AREA Q. NOTE: ALL METERS WILL BE INSTA LED IN AN UNRESTRICTED AREA ALLOWING EASE OF .ACCESS 0 F.P.U.A. PERSONNEL AND _. PROVIDING ADEQUATE PROT TION FROM VEHICULAR TRAFFIC AND/OR OTHER FORESEEABL PROBLEMS. UNDER ANY _1. CIRCUMSTANCE, THE WATER ETER SHALL BE SET AS CLOSE TO THE R/W LINE AS POSSI LE AND/OR PRACTICAL. WATER METER LACEMENT POLICY SEE R 4P= PLAN; PLA N PAVING ROCK BASE ENOS SEALED'WITH CEMENT GROUT. —DUCTILE IRON TO EXTEND . ONE LENGTH MINIMUM. N.T.S. ENGINEERS • ARCHITECTS • PLANNERS • SGIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNE & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4' 12 .188 6" 16" ® .250 8" 16 .250 DUCTILE IRON M.J. PIP£ WITH RETAINER GLANDS ON PRESSURE TREATED WOOD SKIDS NOTCHED WITH STAINLESS STEEL STRAPS FOR EACH JOINT. CASING INSTALLATION DETAILS N. T. 5. WATER DETAILS SAM`S WHOLESALE STORE FOR WAL- MART PROPERTIES, INC. ST. LUCIE COUNTY, FLORIDA JUL 141999 BID r SET Y DESIGN SCALE NOTED FC.G. DRAWN 13 OF 16 1 I CH C D SHEET JAN., 89 FNf DATE JOFILE No. Al. ROMOWANNOMMI�I •. , -MINIMUM If ®U tT / NOTES ft M NHOLE FRAM �I GF15�� �i'H. �"1�E .W�f2#15, BAN. TARS' NOTE « T T . ` P"�uxo#Y A • Oil � yR y��♦," 1 W E R CAS I11i t#E COI R.. 13.E 1liA. (.'''. , ,,. S1:.A6 T 1,6yL�E STEEL E COVER tJITI? THE t�fORD.. .. ..` •, , ;�•.y :.�. f< , « r r « APPROVED tMir r 4 SA "1 , SEWER" # 4�?i2 E W W EAST fN THE COVER. • , <,,.. �., , �y R ON>; i� -, . s Zvi 't h. �11I I8 1 ,-...�r '' ,.t :. «., : 4. P(1G {�. A.�'T fl' .,, m CLE n 5 �,a.:-,r J .. IO U.S. FOUNDRY 3 A #�:� �t?1� E.W,. p R. APPROVED EQUAL. ,, , R'x 8rg :.' .; ,.. 8 ` �' WALL, ,. C4 ..: ti. , �, . J , : ►. ..:: _r . 1�. TO ASTM C T6 C?l� �' #�` , �".. #'. a'., 2. PRECAST CONC TE *� ♦ 12 ## 3 �� EMIR: PIPE CLASS 7:iI WALL y,' PASSIM D'##'r, a n DRY (y{y��MM ?+•, « SHOWN. tt/ri,... • » , • ' . ,: . -a I,rS n i N,yo;Y .,.Y ;].e f 4 B_ COd�1ORM)_NG TO ...ASTM C-T6 OR C 4T8 SEl* NOTE I ; ., ;� ;. r YPt'� HOtI.E . QF1 �t(3N^a .,�:., _. �.,,.,. •* , 4'x4'ii6" CONC, PAEa r• WET SIDE:..' .P T r<: ' t` �..,.:' E + EPT:'=.W1#!a. ` ICFk LESS ' AS SHOWN. POURED TO .GRADE CR,A I; 6: a. -. 4` $16" CON SEE NOTE I •' .' ` E. S R.:. P.VC._FNSTALLATION ______...... .. .. :_ .. SE SHEET " ' , , 0 PO"E:D'• TO" RrwlRlff SEE NOTE 1 . , n U, k •r• fJ fl/fo�a� 4 x 4 x6 CONC. PAD -r S S GR< OUT ON ORI1 & ONLY -IN DIRT AfWA ` GRADE -: GRADE.. . ,. Y POURED. TO GRADE IN UNPAVED INS1'Ii @I OUT TYPE A F :._ .:.",... " a "a AREAS W • PIPE SLEEVE DETAIL » ;i rL R A WHEN D.O.T. Ci `+, .. u 3/B GROUT ON BRICK 3/6 GROUT ON » E NOTE P IN z u rl, HODS 2 LARGE THAN �-- T -- S"ECifFCATI#N �lY i SE PIPE . D. PACK MINa INSIDE a OUT BRICK INSIDE 8t OUT 8RAWGR V'IITk1 ="fir _ - -' ; .• N. T. S. NON SHRINK GRIT n E6R ENCASEMENT FOR NON FERROUS PIPEqF 71iIINFWE;NT PIPE SEE FILL WITH SEALANT, . � � • ' NOTE FOR FERROU - 5 PIPE FILL i ,.,., WITHRUBBER ASBESTOS 2 R R SEALANT. GALYANI ED PFP ~, CEMENT M.H. SECTION J0 E I ,..: JOINT T SHALL B u GOUPL N E S ... LEEVE�} I A � .I o WATERTIGHT ._ Y wr, I A B r JOINT FOR , .4• • O.D. Dt~ PIPE: V C .P, bILY •,• U atI I !iF M D F D Z 8" 8" t0a . 12" to" 15" 12" 18" 15" 24" $r UP 18 " Al ♦ :I • _ � MJW � #S0 6" O.C.E.W: a • BOTTOM .ASSES ; S :CEMENT. �. *� LARGER'M. W. CPl.I H G ftAlR . P1 0,0..1# B A r ' v a-SHRI�1 ASBESTOS M. H. . � _:•�- r=::•r. •• :::' CO1J LING :.. •},'3,."'� k ",i^.F.. ��z -- '.fir.: ,:K"s +. 4 .. - - ,.; je, ..y „- �+�' SEE . r , r" + ,: � •1y_ b. MANH® _ LE REIN.* > E! STEEL #ENT ? !" - — r SEE M H SCH T _- SCWEDUL j .. 4 ENCASEMENT—` . , _..:_.. 4, y . • SH` t�C1 MANHOLE - r..;.. a, ., , .. ,.. •' _ •'k a a •.5... ...•S.•d � r. ._.. �...:yiksCsyy.. /1 M � 1....: 'd —t --+ sir : D I;ATfj tJf ESS. THAN 5'-011 SEE MANH OLE SClip, C REIN STEEL SEEPAGE RING t ;; I" PIPE i 7fSEE MANHOLE SCHD. $G'I{{I. aiI +v SEE Kfot PLAN REIN. STEEL " " ._w .. E ET C INSTALLATION SEE M.H. SGHO.. C # SEE Stt6 S'233 FOR P V TERMINAL CLEANOUT PRECAST MANHOLE WITH OUTSIDE DROP TYPE B PIPE SLEEVE DETAILDETAILS N T S PP DFA• 'A"' a« 8C# SLAB "T F?µElfiVt? STE 811 •�-4,�, 41��I1 pll �"G" r ( 6" 8" Y1"•I2""' ,,. $'—O" O" too �k 5012" E,W, 12 u 5 012 E.w N.T. S. TYPICAL NHOLE DIMENSIONS N. T S. PRECA T MANHOLE Iir1i OF WAY LINE4• 4" I r PROPERTY LINE STANDARD MANHOLE DEPTH W-0" a GREATER PIPE DIA. "A" "Ba *Cu BOT SLAB REIN: STEEL, - 2 '* 4` 1:v 8" T 6" 84 W4 O 12' E:W' 30"-36 5'-0" Its SB" loll2"�W;, 42"- 4e 6'- O" 8" 10 a" 12" 4M!_ I2" E.X ' x 4 DOUBLE WYE: DEPTH OF LESS THAN 5-0 N.T.S. TYPICAL MANHOLE DIMENSIONS PLUG DUCTILE IRON PIPE PRECAST MANHOLE C1 W i — :.., ,,,•. '• M.J W/RETAINER GL NDS ¢q , •, _ g / WYE �;�' �'':. dui.. CONCRETE :: ;. :r, •.© LL_j 1 u + o DEPTH OF 5— 0 8c GREATER RavND F`�*r© G . .';:"��%' f r a. FLow N.T S, n o owC dUBL.E SERY1�1E CONNECTION SEE NOTE a A`ifiROF'ERTY , LINE.'SEWER D x Ek" TEE BRAND J ' _ - , TYPICAL I PRESSURE TREATED I45* PIPE ENCASEMENT STEEL CASING- LUMBER SUPPORTS q FOR CARRIER PIPE RIGHT OF WAY 'LINE N.T, S. 1/I6`°z3/4" STAINLESS • j' + - STEEL STRAPS WITH ' CONCRETE 13/I6" CABLE STAPLES CONCRETE ENCASEMENT NAILED INTO LUMBER AROUND STRAPS SERVICE CONNECTION FOR DEPTHS OVER 81 4 L _ NOTES:SINGLE SERVICE CONNECTION i I, RISK OR BALL TYPE SEWER LOCATOR AS MFG. BY 3M CORP f.SSOpE OF I/8" PER``'*OOT, USE GREATER SLOPE WHERE POSSIBLE. DISK OR BALL TYPE LOCATOR AS MFG. BY 3M CORP. INSTALLATION ABOVE THIS POINT .Y �i _ ; �,.•�i�,<�•,. SE'RVICE CONNECTION o PLUG ($� NOTE I) MAIN OR LATERAL WYE F PLUG N. T. S. a w o (D � _ _ SEE NOTE 2 SEE NOTE I SEE NOTE 2 SERVICE CONNECTION N. T. S. t 1'0' _. 450 EXISTING GRADE PAVEMENT n MIN, GENCO ,SEALTITE" > SEWER PIPE SADDLE OR APPROVED EQUAL i 4 m STEEL : M SLEEVE -- UIE SEWER PIPE SADDLE TAP DETAIL DUCTI3f~ IR©N PIPE= BRICK AND _ -- 'OUT' BOTH ENDS N T S 5• 35' NOTES: 1 THE SKIDS SHALL 9E A MINIMUM OF SIX FEET LONG A MINIMUM OF TWO S TS OF SKIDS PLACED AT EACH END ON EVERY LENGTH OF CARRIER PIPE. 2 THE CARRIER PIP SHALL BE SUPPORTED WITH PRESSURE TREATED LUMBER 0 THAT THE WEIGHT OF THE PIPE DOES NOT REST 011 THE PIPE BELL. STEEL CASIN PIPE ENCASEMENT A N.T. S. WAY SEE• : 11 NO '! +ROCK BASE `` DUCTILE IRON IM.J. PIPE ENDS SEALED'WITH WITH RETAINER GLAND CEMENT GROUT. ON PRESSURE TREATER DUCTILE IRON -WOOD SIGOS NOTCHED WI H STAINLESS STEEL STRA ` FOR EACH JOINT. CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS „ 12" .188 6" 1411 .250 8" 16 .250 TYPICAL HIGHWAY CROSSING CASING INSTALLATION DETAILS N. T. S Na REVISION DATE BY © )2.=V/SE'© 4e PEiz F• PO-4. eOMMEMTS © A=Ez) Foem A-fA v E ,04SEA-t�cArr- DErwe MOWN u N, T. 5. ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS SEWER DETAILS GREENHORNE & O'MARA, INC. SAWS wI1c�L;LE 580 VILLAGE BOULEVARD, SUITE 360 STORE WEST PALM BEACH, FL 33409 FO'R (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA WAL-MART. PROPERITIES , INC. DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ---- - ---_ ---- ORLANDO, FL • RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL ST LUC IE COUNTY, FLQ0I0A SPECIFICATTON83 e THRUST BLOCK DETAIL EXTENT: Includes furnishing all labor„iaterials and equipment for the installation irrigation � , , gay`„ nut work as accurately as ;passible to the drawings, ' lre.- proper a,f, the system. The work d swings, though carefully drawn, are yenerallp:diagrammatic "tb - includes, but is not necessarily limited to, the following: :.the extiint;that swing joints, offsets, and 611 are (1) Trenching. and Seekfill; (2) Automatically Controlled -fittings not - " Irrigation System; (3.). Test All .Systems and Make operative; .•shaven.- (4) "AS -Built" Drdwingffi. 2, .the Contractor shall be responsible for full and complete;.. . 0+3verige - of all irrigated areas and shall make . any necessary.",` .i"cNERhL: minor adjustments at no additionalcost to the owner. 1.- Permits and Fees: obtain all permits and pay required fees to 3. Any Major revisions to the irrigation system must be submit$ed., " any governmental agency having jurisdiction over the work. and answer" in written form, along with any change in contract - Inspections required by local ordinances during the course of price. construction shall be arranged as required. On completion of the work, satisfactory evidence shall be furnished to the INSTALLATION:" - Landscape Architect to show that all work has been installed - in accordance with the ordinances and code requirements. 1, Excavating"and Trenching: 2. Approval: wherever the terms "approve" or "approved" are A. Perform all excavations as required for the installation " used in the specifications,they shall mean the approval of - of the work included under this section, including shoving -; the Owner in writing. " of earth banks to prevent cave-ins. Restore all surfaces, 3. Before any work is started, a conference shall be held between existing underground installations, etc., damaged or cut as a result the contractor and the Owner concerning the work under this - of the excavations to their original condition and in a manner approved by the Owner. Contract. ,. Coordination: Coordinate and cooperate with other contractors 6 to enable the work to proceed as rapidly and efficiently as b. Trenches shall be made wide enough to allow a minimum of possible. inches between parallel pipe lines. Trenches for pipe lines shall be made of sufficient depths to provide the 5. Inspection of Site: - minimum cover from finish grade as follows: - 11 18" minimum cover over mainlines. _ a. Contractor shall acquaint himself with all. site 2) 12" minimum cover over control wires from controller conditions, Submission of his proposal shall be to valves. consideredevidence that the examination has been 3) 12" minimum cover over lateral lines to heads. - conducted.-. Should utilities riot shown on the plans be C. Maintain. all warning signs, shoring, barricades, flares found during excavations, contractor shall promptly notify and red lanterns as required. by the Safety Orders of the " the owner for instructions as to further action. Failure uivlsian of Industrial Safety and any local ordinances, - to do so will make Contracttr liable for any and all damage thereto arising from his operations subsequent to 2. pipe Line Assembly: - discovery o-fsuch utilities not shownin plans, b. Contractor: shall make adjustments stirs the layout a. Install' remote control valves where shown and .group as may connect t should to connect, to existing stand not together where practical; place no closer than 12 inches bed as, stube,bs such stubs not be located exactly as shown, andasmay be to Walk edges, buildings, and walls. required to work around existing work. at no increase in b. Plastic pipe and -fittings shall be solvent welded using cost to the owner. solvents and methods recommended by manufacturer of the pipe, except where -screwed connections are required. Pipe 6. Protection of Existing Plants and Site Conditions: The and fittings shall be thoroughly cleaned of dirt, dust, Contractor shall take necessary precautions to protect site and mositure before applying solvent with a non -synthetic conditions to remain.- Should 'damage be incurred, this bristle brush. " Contractor shall repair':the damage to its original condition C. Pipe may be assembled and welded on the surface. snake . at his owr4 expeuse. .. pipe from side to side of trench bottom to allow for expansion and contraction. d. make all connections between plastic pipe and metal valves 7. The Owner reserves the right to substitute, add, or delete any or steel pipe with threaded fittings using plastic male material or work as the work progresses, Adjustment to the adapters. contract price shall be negotiated if deemed necessary by the Owner on a per diem basis. 3. Sprinkler Heads: " - S. The Owner reserves the right to reject material or work which, a. Install all sprinkles as detailed on drawings. does not conform to the Contract Documents. Rejected work b. Do not scale the plans for exact head location. shall be removed or corrected at the earliest possible time.. c, Use pipe joint compound on galvanized iron fittings. ' 9. work Schedule: Within 10 days after award of the Contract, the 4. Closing of Pipe and Flushing Lines: Contractor shall submit to the Owner a work schedule. . a. Cap or plug all openings as soon as lines have been 10. "As -Built" Irrigation Drawings: Prepare an "AS -Built" drawing installed to prevent the entrance of materials that would on a blueline print which shall show deviations from the bid obstruct the pipe, Leave in place until removal is . dQcumente made during construction affecting the main line necessary for completion of installation. pipe, controller locations,remote control valves and quick- b. Thoroughly flush out all water lines before installing coupling valves. The drawings shall also indicate and show heads, valves and other hydrants. approved substitutions of size, material and manufacturer's C. Test in accordance with paragraph on Hydrostatic Tests. name and catalog name and catalog number. The drawings shall d. Upon completion of the testing, the Contractor shall be delivered to the owner before finalacceptance of work. complete assembly and adjust sprinkler heads for proper distribution. "li. Final Acceptance: Final acceptance of the work may be obtained from the Owner upon the satisfactory completion of all work. _ - 12. Guarantee: All work shall be guaranteed for one year from date 5. Hydrostatic Tests :} of acceptance a against g. all defects in material, 1, equipment and writing at least 48 a, Request the presence of the Owner in 1 4 workmanship. Guarantee ;shall also cover repair of damage to hours in advance of testing. any part of the promises resulting from leaks or other defects b. Testing to be accomplished at the expense of the in material, equipment and workmanship to the satisfaction of Contractor and in the presence of the owner. the Owner. Repairs, if required., shall be done promptly at no o. Center load piping with small amount of backfill to cost to the Owner: "MATERIALS prevent arching or slipping under pressure. d. Apply a Continuous and static water pressure of 125 C psi, whenwelded plastic joints have cured at least 2 " 1. General: All materials throughout the system shall be new and hours and with the risers capped as follows: 1) Main lines and submains to be tested for 2 hours. in perfect condition. e. Repair .leaks resulting from tests. X... .:Plastic Pipings-: All main lines shall be schedule 40, Type 6-. Automatic Controllers - 1120-1210 Polyvinyl chloride (PVC) pipe and shall conform to CS-2l16+63 , a. connect remote control valves to controller in a clockwise sequence to correspond with station setting 3. Plastic Fittings: Sahodule 40,polyvinyl chloride (PVC) beginning with Stations 1, 2,"3, etc. standard weight #s manufactured by Sloane, Lasco, or approved " equal. 7. Automatic control Wiring: 4-. solvents Cement Compatible with PVC pipe, of proper a. Install control wires, sprinkler mains and laterals in Consia tency, and array color. common trenches wherever possible. ��^�X?--" �^ az a:"^^' �•'^" ^-^" -- b. Install control wires at least is" below finish grade and 5: Sprinkler Head Riser's: 5efi. 80 PVC for risers. Pipe shall be lay to the side and below main line. Provide looped slack cut in a standard pips cutting tool with sharp cutters. herReam at valves and snake wires in trench to allow for bundles intervals. - Only to full diameter of pipe and clean all rough edges or contraction of wires. Tie wires at d only runs more than Control wire splices will be allowed - ' burrs. Cut all threads accurately With sharp dies. Not more C. - 500 feet. Connections shall be as detailed. - than three (3)full threads shall show beyond fittings when is d. All wire passing under existing or future paving, pipe made up.°Assemblies shall be as detailed, construction, etc., shall be encased in plastic or 6. Automatic Controllers: galvanized steel conduit extending at least 121, beyond - See Legend edges of paving or construction. 7.. Remote Control Valves., 8. Backfill and Compacting: f See Legend „ a.,. After system is operating and required tests and " 8. Control. Wires: - wire U.L. approved for direct ' inspections have been made, backfill excavations and Minimum wire burial in ground. Minimum wire size: 14 quage. T, trenches with clean soil, free of rubbish. �tv. Backfill for alltrenches, regardless of the type of pipe R.Sleeves for Control Wires: Under all walks and paving and covered, shall be compacted to minimum 90% density. by thoroughly where indicated on drawings. PVC 1220-160 psi plastic pipe or C. Compact trenches in areas to be planted be in galvanized heavy wall steel conduit; flooding the backfill. Jetting process may used those areas. 10, Sprinkler Heads: - d. Dress off all areas to finish grades. See Legend F. CLEAN-UP: Remove from the site all debris resulting from work of 1, Quick Coupling valves: Shall be as noted on drawings. this section. No. REVISION DATE BY SHEET ,,SPECIFICATION , 1 u{MMr" / k11pil�`N00d :;Tee Barbed Ell (2 Piz Turf Head On Toro Funny Pipe Tee SLEEVE SIZE SCHEDULE PIPE SIZE SLEEVE SIZE 3/4" 1-1/40 1" 2 1-1/ 40 2-1/ 2" 1-112" 2-1/ 2" 2" 3" 2-1/2" '4" 3,4 6" LEGEND O TORO 570-4P 4'EST 1.0 GPM @ 30 PSI e TORO 570-4P 4'SST 1.5 GPM @ 30 PSI TORO 9570-4P 15' Q 1 GPM @ 30 PSI fQ TORO '570-4P 15' H 2 GPM @ 30 PSI O TORO 570-4P 15' F 4 GPM @ 30 PSI Q TORO S600 PC ADJ. 2.5 GPM @ 30 PSI TORO S600 FC 5.0 GPM @ 30 PSI ® HARDIE ELECTRIC VALVE (700-2") NIfID(htl6m 21/2" PVC MAIN (CLASS 160) 0 RAINBIRD CONTROLLER RC-7A 71/2 HP CENTRIFUGAL PUMP TO DELIVER 85 GPM @ 140 PSI "HEAD DETAILS Jyll�'�Nk� Barbed Ell (2 Places) 13 80 44 110 1 93 118 14 AS SHOWN 2 1 11 ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS • PHOTOGRAMMETRISTS GREENHORNE & O'MARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD " ATLANTA, GA • AURORA, CO • BALTIMORE, MD • CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL Shrub HE On Fixed I6x I8-3/4' Nectongulor Plastic Valve Box Morked 'IrraIation Control Valve'. Turf: r, BMubsl 2'. finish grade. Epoxy Wire Correctors, 114 I1F Control Wires 8 each, I' Din Exponsnn Coils. flardIs / Hydro Aa1V Nee series — Aeeote Control Valve. PVC Mole Adopter. PVC Loterol - A Nle to Specified Depth with 45' Elbows. 2x4 Redwood Block. --- I- Crashed Rai, I7 Deep. - Sch 88 PVC Nipple, B' Lag. SO, Be PVC. PVC Mon Lie per Plan. OTES: t VALVE DETAIL • P1eva rot. }Iqf toll-e•ff ow Mfeae .,,G.w. ere hr r.PrMca e"!x. Plwfe <orw,lt local coves as to rwgw4.rntf far Your eaec+w.e arm .b..s 1lartlie Yrleefi"n tlkrclob onx lbCaitx �• to ebwpplkaiba. Elbow, Thrust Block Reinforcement a DO NOT SCALE PLAN FOR EXACT HEAD LOCATION, CONTRACTOR SHALL PAINT ALL RISERS BLACK. CONTRACTOR SHALL PROVIDE SLEEVES UNDER ALL WALKS AND PAVED AREAS IN ACCORDANCE WITH SLEEVE SCHEDULE. WELL SHALL PRODUCE A MINIMUM OF 150 GPM OF CONTINUOUS FLOW. VALVES MARKED A AND B SHALL BE OPERATED BY CONTROLLER A AND '8 RESPECTIVELY. JUL 14 A, T. DESIGNS, INC. IRRIGATION DESIGN & CONSULTING 140- 881-7480 BID SET PQ$rbPFICE BOX 90933•PALM BEACM OAFlDENS, FLOg1DA 33470 IRRIGATION DETAILS DESIGN SCALE SAM'S WHOLESALE CLUB FT. PIERCE sI*�.ORIDA DRAWN FOR 15 OF 16 WAL MART PROPERTIES, INC. CHECKED SHEET ST.-LUCK COUNTY FLORIDA ME89 3¢2 8 • = DATE E JOOBB NNo.o. FILE No. " SECTION 02950 TREES, SHRUBS AND GROUND COVER ' PART 2 PRODUCTS I' -,PART I GENERAL 1.01 WOW INCLUDED - 2.01 TOPSOIL � PLANT LIST A. EXTENT OF PLANTING VORK IS SHOWN ON DRAWINGS AND IN SCHEDULES. - IB„*'TOPSOIL IS NOT AVAILABLE ON SITE, IT MUST BE .FURNISHED AS 1. PRIOR TO PREPARATION OF UNCHANGRD AREAS, REMOVE EXISTING CRASS, E. MAINTAIN LAWNS FOR NOT LESS THAN THE PERIOD STATED BELOW, AND LONGER M BOTANICAL NAME COMMON AME SPECIFICATIONS - SPECIFIED. THROUGHOUT ALL PARTS OF SITE WHERE FINISH GRADES AMD . VEGETATION An TURF. DISPOSE OF SUOR MATERIAL OUTSIDE OF AS. REQUIRED -:,TO ESTABLISH AN ACOEPTABLE LAWN. B. SUBGRADI ELEVATIONS, EXCAVATION, FILLING AND GRADING REQUIRED TO W CONTOUR LINES DIFFER -FROM EXISTING CONTOUR LINES, BRING TO FINISH OWNER'S PROPERTY: DO NOT TURN OVER,.�IATO SOIL BEING PR ABED FOR TREES ESTABLISIt ELEVATIONS 4' LOVER THAN ELEVATIONS AMD CONTOURS SHOWW ON wC NTOURS SHOWN ON , GRADING PLAN.- LATHS. 1, SODDEW LAVICS, NOT LESS THAN 30 DAYS AFTER SUBSTANTIAL BUCIDA BUCERAS BLACK IVE MIN.10' HT. X 5' SPR•,BEB ' DRAWINGS ARE NOT SPECIPIED IN THIS SECTION. �COMPLETION. B': TOPSOIL SHALL.'TEE FRIABLE FERTILE SOIL WITH REPRESENTATIVE B. ELSEVEERE: LOOSEN SUBGRADE OF LAWN AREAS'TO A MINIMUM DEPTH, OF 4'. C. PINISH GRADE ELEVATIONS: 1 INCH BELOW TOP OF PATMVAY EDGING. CHACTERISTICS OF AREA SOILS. IT SHOULD BE FREE OF HEAVY CLAY, REMOVE STONES OVER 1 1/2' IN ANY DIMENSION AND STICKS, ROOTS, 2. )SERVED LAWNS, NOT LESS THAN 60 DAYS AFTER SUBSTANTIAL - - - „ SILT STONE EXTRANEOUS LINE P LANT ROOTS AND OTHER FOREIGN MATTER RUBBISH AND OTHER EXTRANEOUS MATTER. LIMIT PREPARATION TO AREAS F.OMPLETION. 4 GREATER THAN 1 1/2' IN DIAMETER. IT SHALL NOT CONTAIN NOXIOUS PLANT WHICH WILL BE PLANTED PROMPTLY AFTER PREPARATION. SCHRUBS 1.02 QUALITY ASSURANCE • GROWTH (SUCH AS BERMUDA OR NOT GRASS). IT SHALL TEST IN NEUTRAL PH "RANGE OF 5.0 TO 6.75 � ''TO'MEET F. MAINTAIN LAWNS BY VATERING, FERTILIZING, WEEDING, MOVING, INNING, AND CONTAIN NO TOXIC SUBSTANCE THAT CAN BE SPREAD PLANTING SOIL MIXTURE TO 'MINIXIII PTH REQUIRED AND OPERATIONS SUCH AS ROLLING, REGRADING AND REPLAN HG AS A. SUBCONTRACT LANDSCAPE WORK TO A SINGLE FIRM SPECIALIZING IN DEEMED TO IMPEDE PLANT GROWTH. THE CONTRACTOR SHALL BE PREPARED TO WIRES, GRADES, 'AND ELEVATIONS SHOWN AFTER LIGHT ROLLING AND ,OTHER REQUfIMD TO�T;STABLTSH A SMOOTH, ACCEPTABLE LAWN, FREE OF ERODEV��, R MURRAYA PANICULATA CHALCA 3 GAL/24'HT.X 24" SPR.2'OC LANDSCAPE WORK HAVE SOIL LAB -TESTED AT HIS EXPENSE BY THE LANDSCAPE ARCHITECT. NATURAL SETTLEMENT. BARE,xAREAS. TOPSOIL SHALL COMPLY WITH THE FOLLOWING QUANTITIVE ANALYSIS:. ' B. SOURCE QUALITY CONTROL: 2. PLACE APPROXIMATELY S' OF TOTAL AMOUNT OF PLANTING SOIL G. LANDSCAPE CONTRACTOR'S IS RESPONSIBLE FOR WATERING ALL SOD AND PLANT PLUMBAGO PLUMBA 3 GAL/24'HT.X 24' SPR REQUIRED. WORK INTO TOP OF LOOSENED SUBORADE TO CREATE A MATERIALS FROM DAY OF INSTALLATION THROUGH FINAL ACCEPTANCE EVEN IF 1. GENERALs SHIP LANDSCAPE MATERIALS WITH CERTIFICATES OF COMPONENTS - VOLUME MEASURE PARTICLE SIZE TRANSITION LAYER AND THEN PLACE REMAINDER OF PLANTING SOIL. IRRIGATION IS NOT IN PLACE, UNLESS THIS RESPONSIBILITY IS ASSUMED IN GROUND INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY ➢ITH WRIT114G BY ANOTHER PARTY. _ COVERS REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. ORGANIC MATTER 3 - 51 3. ALLOW FOR SOD THICKNESS IN ARRAS TO BE SODDED. <, SILT 10- 302 .05 TO .002 MM 2„ DO NOT MAKE SUBSTITUTIONSt IF SPECIFIED LANDSCAPE MATERIAL IS SAND 25- 75X . 2 TO . 05 HE C. GRADE LAVN AREAS TO SMOOTH. EVEN SURFACE WITH LOOSE, UNIFORMLY FINE 3.09 CLEANUP AND PROTECTION PILEA MICROPHYLLA ARTILL Y FERN 12' OC,ROOTED CUTTINGS NOT OBTAINABLE, SUBMIT TO LANDSCAPE PLANNER PROOF OF NON- CLAY 5 - 25I .002MM AND BELOW TEXTURE. ROLL AND RAKE AND REMOVE RIDGES AND FILL DEPRESSIONS, AS AVAILABILITY AND PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHEN REQUIRED TO MEET FINISH GRADES. LIMIT FINE GRADING TO ABEAS WHICH A. DURING LANDSCAPE WORK, KEEP PAVEMENT CLEAN AND WORK AREA IN AN AT LEAST THREE WORKING DAYS. MUST BE GIVEN Y THE LANDSCAPE CONTRACTOR PRIOR AUTHORIZED• ADJUSTMENT OF CONTRACT AMOUNT WILL BE MADE. CAN BE PLANTED IMMEDIATELY AFTER GRADING. ORDERLY CONDITION. TO THE BEGINNING OF ANY PHASE OF WORK. ' 5: •ANALYSIS AND STANDARDSr PACKAGE STANDARD PRODUCTS PITH 2.02 SOIL AMENDMENTS - D. MOISTEN PREPARED LAWN AREAS SEFORF. PLANTING OF SOIL IS DRY. WATER B. PROTECT LANDSCAPE WORK AND MATERIALS PROM DAMAGE DUE TO LANDSCAPE MANUFACTURER S CERTIFIED ANALYSIS. FOR OTHER MATERIAL. PROVIDETHOROUGHLY AND ALLOW SURFACE MOISTURE TO DRY BEFORE PLANTING LAWNS. OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES AND TRES- LANDSCAPING MAY BE ADJUSTED PRIOR TO FIN PLANT LOCATIONS IN THE FIELD. ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH IF NECESSABY TO BRING SOIL INTO ABOVE SPECIFIED LIMITS, DO NOT CREATE A MUDDY SOIL CONDITION. PASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE • METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL AGRICULTURAL PERIODS. TREAT, REPAIR OR REPLACE DAMAGED LANDSCAPE WORK AS - NO DOUBLE OR MULTI-TRUNKED TREES UNLESS 01 ERVISE NOTED. - CHEMISTS, VHEREVER APPLICABLE. A. LIMES NATURAL LIMESTONE (DOLOMITE) CONTAINING NOT LESS THAN 651 OF E. RESTORE LAWN AREAS TO SPECIFIED CONDITION IF ERODED OR OTHERWISE DIRECTED. t SHRUBS: PROVIDE TREES, PALMS GROWN TOTAL CARBONATES, GROUND SO THAT NOT LESS THAN 90Z PASSES A 10-MESH DISTURBED AFTER FINE GRADING AND PRIOR TO PLANTING. - ROOT SUCKERS ON LIVE OAKS NOT ACCEPTABLE. d.r.TRESS, PALMS AND AND SHRUBS SLEVE AND NOT LESS THAN-SOZ PASSES A 100-MESH SLEVE. IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL 3.10 INSPECTION AND ACCEPTANCE - BEDS TO BE LAID OUT SO AS NOT TO CREATE WING OR MAINTENANCE PROBLEMS; •iPRACT2CE.' PROVIDE HEALTHY, VIGOROUS STOCK FREE OF DISEASE, B. PEAT HUMUS OR PEAT MOSS: TEXTURE, MOISTURE AND PH RANGE SUITABLE FOR 3.04 PREPARATION OF PLANTING BEDS CONSULT LANDSCAPE PLANNER IF IN DOIDBT. ':4 11IEECTS. EGGS LARVAE, AND DEFECTS SUCH AS DECAY, KNOTS. SUN- INTENDED USE. A. WHEN LANDSCAPE VOAE IS COMPLETED, INCLUDING MAINTENANCE, LANDSCAPE ;s SCALD, INJURIES, ABRASIONS DISFIGUREMENT. PROVIDE TREES. PALMS A. LOOSEN SUBGRADE OF PLANTING BED AREAS TO A MZRIMUk DEPTH OF 10• PLANNER PILL, UPON REQUEST, MARE AN INSPECTION TO DETERMINE ACCEPT- - HININUH 4' CLEAR TRUNK ON 8' fi 10' TREES AND SHRUBS FOR GRADE HEEDED.AS OUTLINED UNDER GRADES AND C. COMMERCIAL FERTILIZER, COMPLETE FERTILIZER OF NEUTRAL CHARACTER, USING A CULTIMULCHER OR SIMILAR EQUIPMENT. REMOVE STONES OVER 1 1/2' ABILITY. LANDSCAPE WORK MAY BE INSPECTED FOR ACCEPTANCE IN PARTS ,,.. STANDARDS.FOR NURSERY 'PLANTS, STATE BOARD OF FLORIDA, UNLESS WITH 40X-50Z OF THE TOTAL NITROGEN IN A WATER INSOLUBLE FORM, IT IN ANY DIMENSION, AND STICKS, STONES, RUBBISH AND OTHER EXTRANEOUS AGREEABLE TO LANDSCAPE PLANNER, PROVIDED WORK OFFERED FOR INSPEC- OTHERVISE NOTED. SHALL BE UNIFORM IN COMPOSITION, DRY AND FREE FLOVING. MATTER. SPREAD PLANTING SOIL MIXTURE TO MINIMUM DEPTH REQUIRED TO TION 1:S COMPLETE, INCLUDING MAINTENANCE, _ MATERIALS MAY BE HAND -SELECTED AT DISCRETI N OF LANDSCAPE PLANNER. MEET LINES, GRADES AND ELEVATIONS SHOWN. AFTER LIGHT ROLLING AND 1.FORTREES, PALMS AND SHRUBS. PROVIDE FERTILIZER WITH NOT LESS NATURAL SETTLEMENT. PLACE APPROXIMATELY 1/2 OF TOTAL AMOUNT OF B. SEEDED LAWNS VILL BE ACCEPTABLE PROVIDED REQUIREMENTS, INCLUDING ST. AUGUSTINE SOD TO BE USED WITHIN PROP Y LINES; BAHIA SOD TO BE USED e..SI2ESi PROVIDE TREES AND SHRUBS OF SIZES SHOWN OR THAN 61 AVAILABLE PHOSPHORIC ACID, 6Z NITROGEN AND 62 SOLUBLE PLANTING SOIL RE UIRED. WORK INTO TOP OF LOOSENED SUBGRADETO Q MAINTPNANCE, HAVE BEEN COMPLIED WITH. AND HEALTHY, UNIFORM CLOSE BETWEEN PROPERTY LINES AND EDGE OF PAVEHE IF SOD IS NECESSARY THERE. SPECIFIED,. TREES;, PALMS AND BRRUBS OF LARGER SIZE MAY BE POTASH. CREATE A TRANSITION LAYER, THEN PLACE REMAINDER OF THE PLANTING STAND OF SPECIFIED GRASS IS ESTABLISHED, FREE OF VEERS, BARE SPOTS USED IF ACCEPTABLE TO LANDSCAPE PLANNER, AND IF SIZES OF SOIL. ADD SOIL AMENDMENT. AND SURFACE IRREGULARITIES (94Z COVERAGE REQUIRED FOR ACCEPTANCE). - 1001 IRRIGATION COVERAGE VILL BE PROVIDED. ROOT$ OR BALL$ ARE INCREASED PROPORTIONATELY. r' - _ C. INSPECTION: LANDSCAPE'4PLANNER-RESERVES RIGHT,,TO'INSPECT„TIMES, 2.FOR LAWNS, PROVIDE FERTILIZER WITH NOT LESS THAN 6Z PHOSPHORIC__ B. EXCAVATION FOR TREES AND SHRUBSt EXCAVATE PITS, PROS AND TRENCHED - ALL MELALEUCA, BRAZILIAN PEPPERS AND AUST ILIAN PINES ARE TO BE ERADICATED EITHER STTEr+,FORE ACID, AND 6Z POTASSIUM, AND PERCENTAGE DF NITROGEN REQUIRED TO WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT C. SODDED LAWN$ WILL BEIACCEPTABLE PROVIDED REQUIREMENTS, INCLUDING BY THE CONTRACTOR. PALMS AND SHRUBS AT^PLACE+OF GROWTH TIT. AT pROVIDE NOT LESS TEAM 3 LB. OF ACTUAL NITROGEN PER 1000 SQUARE CENTER TO PROVIDE PROPER DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF MAINTENANCE, HAVE BEEN COMPLIED WITH, AND HEALTHY, YELL -ROOTED, PLANTING, lOR -COMPLIANCE WITH REQUIREMENTS POR NAME, VARIETY, SIZE FEET OF LAVM AREA. PROVIDE NITROGEN IN A FORM THAT WILL BE EXCAVATION. 'I EVENTENANCE, VIABLE LAWN IS ESTABLISHED, FREE OF WEEDS, OPEN AVAILABLE TO LAWN DURING INITIAL PERIOD OF GROWTH. POINTS AND BARE AREAS (952 COVERAGE REQUIRED FOR ACCEPTANCE). WHERE 1.03rEUBMITTALS 1. FOR BALLED AND BURLAPPED (BIB TREES AND SHRUBS), MAKE -INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE 2.03 PLANT MATERIALS EXCAVATIONS AT LEAST HALF AGAIN AS VIDE AS THE BALL DIAMETER REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL REINSPECTED A. CERTIFICATION: SUBMIT CERTIFICATES OF INSPECTION AS REQUIRED BY AND EQUAL TO THE BALL DEPTH, PLUS FOLLOVING ALLOWANCE FOR BY LANDSCAPE PLANNER AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED GOVERNMENTAL AUTHORITIES AND MANUFACTURER O VENDOR'S ERTI IE SETTING OF BALL ON A LAYER OF COMPACTED BACKFILL ALLOW FOR 3' PLANTS AND MATERIALS PROMPTLY FROM PROJECT SITE. A. PLANT LIST IS PART OF THIS SPECIFICATION SECTION. ANALYSIS FOR 0IL AMENDMENTS AND FERTILXZEQ•MATERIALSSUBMIT OTHER SETTING LAYER OF PLANTING SOIL MIXTURE. (SEE PLANTING DETAILS) DATA 'SUBSTANTIATING THAT MATERIALS COMPLY WITH SPECIFIED B. QUALITY: TREES, PALMS, SHRUBS AND OTHER PLANTS SHALL CONFORM TO THE REQTNIILEMENT STANDARDS FOR FLORIDA NO. 1 OR BETTER AS GIVEN IN THE LATEST EDITION FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR BALLED AND OF GRADES AND STANDARDS FOR NURSERY PLANTS. STATE PLANT BOARD OF .., $URLAPPED STOCK, ADJUSTED TO SIZE OF CONTAINER WIDTH ANW-DEPTH. B. SUBMIT SEED VENDOR'S CERTIFIED STATMAT FOR:.EACH GRASS SEED MIXTURE FLORIDA. REQUIRED, STATTRO BOTANICAL AND COMMON ,° PERCENTAGE BY WRIGHT,) 1SPOSE OF SUiEo22, REMOVED FROM LANDSCAPZ,7ZXCAVATIONS. DD,NOT MIX AND PERCENTAGE OF PURITY, GERMINATION, �±I1pi&I) SEED FOR EACH GRASS C. DECIDUOUS TREES: PROVIDE TREES OF HEIGHT AND CALIPER LISTED OR SHOWN WITH-PLAHTIML' $OIL OR USE AS'BACXFILL. FILL EXCAVATIONS ft TREES SEED SPECIES. ?' AND WITH BRANCHING CONFIGURATION FOR NO. 1 GRADED TREES IN GRADES AND SHRUBS VITH WATER AND ALLOW TO PERCOLATE OUT BEFORE PLANTING. MW STANDARDS FOR NURSERY PLANTS FOR TYPE AND SPECIES REQUIRED. sT• S C. P ING HEDULEt -.I PROVIDE IDE SINGLE STEM TREES EXCEPT WHERE SPECIAL FORMS ARE SHOVN OR 3,05 PLANTING TREES, PALMS AND SBBUES LISTED. BALL CONDITION VARIABLE. SUBMIT PLANTING SOME = SHOVING SCHEDULED DATES FOR EACH TYPE OF PLANTING IN EACH AREA OF SITE. D. COMPEROUS AND BROADLEAFED EVERGREENS: PROVIDE EVERGREENS OF SIZES A. LAY OUI INDIVIDUAL TREE, PALM AND SHRUS LOCATIONS AND AREAS FOR SHOWN OR LISTED. DIMENSIONS INDICATE MINIMUM HEIGHT AND SPREAD. MULTIPLE PLANTINGS WHERE R"UIRRD, STAKE LOCATIONS AND OUTLINE AREAS - D. I(AYNTBNANCE INSTRUGTIOASt PROVIDE SPECIFIED QUALITY EVERGREENS WITH VELL-BALANCED FORM AND CECURE :LANDSCAPE PLANNER'S ACCEPTANCE BEFORE START OF PLANTING COMPLYING WITH REQUIREMENTS FOR OTHER SIZE RELATIONSHIPS TO THE ?WORK. MAKE ADJUSTMENTS AS MY BE REQUESTED. SUSM&IT. TYPEWRITTEN PROCEDURES FOR MAINTENANCE OF LANDSCAPE WORK. PRIMARY DIMENSION SHOWN. B. SET BALLED AND BURLAPPED (BIB) STOCK ON LAYER OF COMPACTED PLANTING SOIL NEITHER. PLUMB AND IN CENTER OF PIT OR TRENCH WITH TOP OF BALL 1.G4.DELZVERY,,.lORAOE AND HANDLING AT SANS ELEVATION AS ADJACENT FINISHED LANDSCAPE GRADES. REMOVE 2.04 .GRASS MATERIALS BURLAP FROM SIDES OF BALLS; RETAIN ON BOTTOMS. WHEN SET, PLACE A. PACKAGED NATERIALS, DELIVER PACKAGED MATERIALS IN. ORIGINAL ADDITIONAL BACKFILL AROUND BASE AND SIDES OF BALL, AND WORK EACH - CONTAINERS SHOWING WRIGHT ANALYSIS AND NAME OF MANUFACTUIRHR, PROTECT ""-'�• A. "�- CRASS SEED: PROVIDE FRESH, CLEAN, NEW -CROP SEED COMPLYING WITH LAYER TO SETTLE BACKFILL A ELIMINATE AND ELIHINA E VOIDS AND AIR POCKETS. WHEN MATERIALS FROM DETERIORATION DURING DELIVERY, AND WHILE SIGNED AT ESTAMSHED TOLERANCE FOR PURITY AND GERMINATION. PROVIDE SEED OF EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE ' $ITZ. GRASS SPECIES, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, PLACING REMAINDER OF BACKFILL. REPEAT WATERING UNTIL NO HORS IS GERMINA'4T.ION, AND MAXIUM PERCENTAGE OF VEND SEED, AS SPECIFIED. ABSORBED. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKPILL. B. SODt, TIME DELIVERY SO THAT SOD VILL BE PLACED WITHIN Z4 HOURS AFTER ATTACH if, SCHEDULE OF REQUIREMENTS, STRIPPING. PROTECT SOD AGAINST, DRYING AND BREAKING OF ROLLED STRIPS. C. SET CONTAINER GROWN STOCK AS SPECIPIED FOR BALLED AND BURLAPPED B. SODS PROVIDE STRONGLY ROOTED SOD FREE OF VEEDS AND UNDESIRABLE STOCK, EXCEPT CUT CANS ON 2 SIDES WITH AN APPROVED CAN CUTTER, 0. TREES.. PALMS AND SHRUBSt PROVIDE FRESHLY DUO TREES, PALMS AND NATIVE GRASSES, CAPABLE OF GROWTH AND DEVELOPMENT VHEN PLANTED. REMOVE BOTTOMS OF VOODP BOXES AFTER PARTIAL BACKFZLLING SO AS NOT SHRUBS. 150 NOT PRIME TO DELIVERY, D0. NOT BEND OR BIND -TIE TREES OR TODAMAGE ROOT BALLS. SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK. BREAK BRANCHES OR DESTROY NATURAL SHAPE, PROVIDE PROTHCTIVR COVERING DURING DELIVERY. 2.05 MISCELLANEOUS LANDSCAPE MATERIALS D, _DISK TOP OF BACKFILL TO ALLOW FOR MULCHING. D. DELIVER TREES. PALMS AND SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE A. AROUND COVER: PROVIDE PLANTS ESTABLISHED AND WELL -ROOTED IN E. MULCH PITS, TRENCHES AND PLANTING AREAS. PROVIDE NOT LESS THAN BEEN COMWCET AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE --•»- REMOVABLE CONTAINERS OR INTEGRAL PEAT POTS AND WITH NOT LESS THAN FOLLOWING THICKNESS OF MULCH AND WORE INTO TOP OF BACKFILL AND THAN IS HOURS AFTER DEGZVERY. SE TREES AND -SHRUBS IN SHADE. PROTECT MINIMUM NUMBER AND LENGTH OF RUNNERS SPECIFIED. FINISH LEVEL WITH ADJACENT FINISH GRADES: PROVIDE 2' THICKNESS OF FROM ➢L ikk AND MSCMANI£ALr,D E, AND KEEP ROOTS HOIST.,S. ANTI -EROSION HUXCH, PROVIDE CLEAN, DRY. MULCHING HAY OR STRAW OF �� T R3;NMDVLD„,»IYOMITAZNER GROWN 9TOOE FROM UNTIL, PLANTING COASTAL BERMUDA, PANGOLA OR BAHIA GRASS. ONLY UNDETERIORATED MULCH F,=,VRAP-'TREE TRUNKS OF Z• CALIPER AND LARGER. START AT GROUND AND WHICH CAN BE READILY CUT INTO THE SOIL SHALL BE USED. COVER TRUNK TO HEIGHT OF FIRST BRANCHES AND SECURELY ATTACH. INSPECT TREE,TEUNKS FOR INJURY, IMPROPER P$UMING AND INSECT INFESTATION AND F. LAXWt AS"'LH`AEP, 00 T."REBI, ONE PALM AND ONE SHRUB OF EACH. VARIETY WITH C..HUICH: VARIES BY REGION AND AVAILABILITY. TARE CORRECTIVE MEASURES BEFORE WRAPPING. A';S$OUYIELY.AtPG ➢ATE$FROOF TAR BEARING LEGIBLE DESIGNATION OF NICAL'` +'BOTAAHD MINOR DIANE. - 0. GUY AND STARE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. D. STAkES AND GUYS, WHEN REQUIRED PROVIDE STAKES AND DEADMEN OF SOUND v t -NEW HARDWOOD, TREATED SOFTWOOD, OR REDWOOD, FREE OF KNOT HOLES AND -- 71,OTHER DEFECTS. PROVIDE WIRE TIfiB AND GUYS OF 2-STRAND, TWISTED, .:PLIABLE GALVANIZED IRON WIRE NOT LIGHTER THEN 12 GA. WITH ZINC- 3.06 PRUNING AL, RiiCEED"YW'LI'fi`I"kNp LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF COATED TURNBUCKLES. PROVIDE NOT LESS THAN 3/4' HOSE, CUT TO REQUIRED --- PIXTE .H;SI}Ey,'BECOHH"IItcAI LENGTHS TO PROTECT TREE TRUNKS FROM DAMAGE BY VIRES. A. ALL PRUNING :SHALL :BE DONE ON THE SITE EEFORE PLANTING AS DIRECTED BY LANDSCAPE PLANNER. PRUNING SHALL FOLLOW MODERN HORTICULTURAL '$~€"UTIIr3<TiE$R#"DETERMINE LOCATION OF"UNDERCROUND UTILITIES AND PERFORM -- PRACTICES (GRADES AND STANDAItDS'FOR NURSERY PLANTS) AND SHALL BE 'A,HIRK•s HER WHICH WILL AVOID POSSIBLE DAMAGE, NAND EXCAVATE. AS DONE WITH APPROVED TOOLS DESIGNED FOR TO PURPOSE INTENDED. LOPPING, TOPPING, OR SHEARING OF TREES OR SHRUBS WILL BE GROUNDS FOR REQUI JN1TD'A`LLY07tEERs'DNPDN NTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS BY PARTIES CONCERNED. PART 3 EXECUTION REJECTING THE PLANTS AS UNSUITABLE AMD NOT MEETING THE REQUIREMENTS. -s- DAMAGED, SCARREW FRAYED• SPt'kj, R ,D BRANCHES, LIMBS OR ROOTS C EXCAWATTOMtro WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE 3.01 LAYOUT 3THALL BE PRUNES)"BACK TO I- I' D$ TO THE NEXT SOUND OUTSIDE �ENOORN"i^Y'R11. $UGH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS. OR LATERAL BRIM BRANCH, LIMB OR ROOT. THE TERMINAL LEADEI)R BUD IN ALL BE LEFT INTACY' AND NOT RIMbVF.IY I) ESS DAMAGED. NOTIFY LANDSCAPE PLANNER BEFORE PLANTING. A. LAYOUT INDIVIDUAL TREE AND SHRUB LOCATIONS AND AREAS FOR MULTIPLE TREES OR ENSURE SMALL PLANTINGS. STAKE LOCATIONS AND OUTLINE AREAS AND SECURE LANDSCAPE B. PRUNE. THIN OUT AND SHAPE TREES AND 3RSU$S. PRUNE TREES TO RETAIN LBt WHERE APPLICABLE, PREPARE A PROPOSED PLANTING D.'PLANTINC,SCHEDDAN PLANNER'S ACCEPTANCE BEFORE START OF PLANTING WORK. MAKE ADJUSTMENTS REQUIRED HEIGHT AND SPREAD. UNLESS OTHERWISE DIRECTED BY L"DSCAPE ,.SCHEUULE:'SCHEDULE DATES TO ESTABLISH A LOOIOAL SEQUENCE FOR AS MAY BE REQUESTED. CO1})*LR'1' TYPE OF LANDSCAPE VM, TO AVOID DAMAGE TO OTHER PLANNER, DO NOT CUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD LAND5J1 AND WORK PERFORMED BY OTHER DISCIPLINES. CORRELATE BRANCHES FROM FLOWERING TREES, IF ANY. PRUNE SHRUBS TO RETAIN ,*),U g'WITM`"1 S1t166' I,' ;I IINTEMANCE PERIODS TO PROVIDE MAINTENANCE FROM DATE 3.02 PREPARATION OP PLANTING SOIL NATURAL CHARACTER. , bP,SUBSTAMTI7t±.,CUHPLETIGN. ONCE ACCEPTED. REVISE DATES ONLY AS APPROVED,+3N'UNRYtTMG, AFTER DOCUMENTATION OF REASONS FOR DELAYS. A. BEFORE MIXING. CLEAN TOPSOIL OF ROOTS, PLANTS, SODS, STONES, CLAY LUMPS, AND OTHER EXTRANEOUS MATERIALS HARMFUL OR TOXIC TO PLANT 3.07 SODDING NEW LAVNS K. GOOEDi3I$'TTOW VITH LAVNSt PLANT TREES, PALMS AND SHRUBS AFTER FINAL GROWTH. t ' CRAlYE'S° MBE" EST'A$LI$FED AND PRIOR TOPLANTING OF LAWNS DNLESS W 24 OURS FROM TIME OF STRIPPING. WITHIN H A. LAY SOB OTHSRVi`SE ACCEPTABLE TO LANDSCAPE PLANNER. IF PLANTING OF TREES, B. MIX SPECIFIED SOIL AMENDMENTS AND FERTILIZERS WITH TOPSOIL AT RATES PALM95�AND'SHRUSS'-000UH8 AFTER LAWN VORK. PROTECT LAWN AREAS AND SPECIFIED. DELAY MIXING OF FERTILIZER OF PLANTING PILL NOT FOLLOW B. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY PITTED JOINTS. BUTT ENDS ' PROMPTLtlJoAIR DAMAGE TO LAVES REVITING FROM PLANTING OPERATIONS. PLACING OF PLANTING SOIL WITHIN A FEW DAYS. AND SIDES OF SOD STRIPS; DO NOT OVERLAP. STAGGER STRIPS TO OFFSET k JOINTS IN ADJACENT COURSES. WORK FROM BOARDS TO AVOID DAMAGE TO C. FOR PLANTING BEDS, MIX PLANTING SOIL EITHER PRIOR TO PLANTING OR SUBGRABE (R SOD. TAMP OR ROLL TIGHTLY TO ENSURE CONTACT WITH SUB- ' 1.OB SPECIAL-PROJECT,VARRANTY APPLY ON SURFACE OF TOPSOIL AND MIX THOROUGHLY BEFORE PLANTING. GRADE, WORK SIFTED SOIL INTO MINOR CRACKS BETWEEN PIECES TO SOD; REMOVE EXCESS TO AVOID SMOTHERING OF ADJACENT GRASS. A. VARRANT LAWNS THROUGH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL 1. MIX LINE WITH DRY SOIL PRIOR TO MIXING OF FERTILIZER. ACCEPTABOE. THE REQ1lIRL'D PERIOD IS ONE FULL GROWTH SEASOM FOLLOWING 2. PREVENT LIMB FROM CONTACTING ROOTS OF ACID -LOVING PLANTS. C. WATER SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING. INSTALLATION OF LAWN AREAS. D. REMOVE ALL SHELLROCK ENCOUNTERED AND BACKFILL WITH CLEAN SAND OR B. WARRANT TREES FOR A PERIOD OF ONE YEAR AFTER DATE OF SUBSTANTIAL SAND/SOIL MIX. 3.08 MAINTENANCE COMPLETI GAINST DEFECTS INCLUDING DEATH AND SATISPACTORY'OROVTH, t A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. EXCEPT PO ECT RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE ' -- BY OTHERS OR,,ONVS�. PHENOMENA OR INCIDENTS WHICH ARE BBYOND,,e ^ - 3.03 PREPARATION FOR PLANTING LAWNS. LANDSCAPE CON'RACTOR'S CONTROL. S. MAINTAIN TREES, PALMS, SHRUBS AND OTHER PLANTS UNTIL FINAL A. PREPARATION OF UNCHANGED GRADES: WHERE LAVNS ARE TO BE PLANTED IN ACCEPT/NCE BUT IN NO CASE LESS THAN FOLLOWING PERIOD: 30DAYS AFTER AREAS THAT SAVE NOT SEEN ALTERED OR DISTURBED BY EXCAGATIOG, SUBSTANTIAL COMPLETION OF PLANTVG. C. WARAY(I' SHRUBS FOR ALL FOUR GROViNG SEASONS AFTER .DATE OF GRADING. OR STRIPPING OPERATIONS, PREPARE SOIL FOR LAVN PLANTING AS SU$TANTIAL COMPLETION. FOLLOWS: FILL TO A DEPTH OF NOT LESS THAN 6', APPLY SOIL AMENDMENTS C. MAINTAIN TREES, PALMS, SHRUBS AND OTHEF. PLANTS BY PRUMINO,.CULTI- AND INITIAL FERTILIZERS, REMOVE HIGH AREAS AND FILL IN DEPRESSIONS, VATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. RESTORE D. REMOVB'AND -REPLACE TREES, SHRUBS OR OTHER PLANTS FOUND TO BE DEAD OR FILL SOIL TO A HOMOGENOUS MIXTURE OF FINE TEXTURE FREE OF LUMPS, PLANTING SAUCERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND IN"UNMEALTHY CONDITION DURING WARRANTY PERIOD. MARE REPLACEMENTS CLODS, STONES, ROOTS AND OTHER EXISTING MATTER. RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS DURING GROWTH SEASON POLLOWING END OF WARRANTY PERIOD. REPLACE TREES REQUIRED: RESTORE OR REPLACE DAMAGED WRAPPINGS. SPRAY AS REQUIRED TO ,AND SHRUBS WHICH ARE IN DOUBTFUL OONDITION AT END OF, VARIANTY KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. PERIOW UNLESS, IN OPINION OF THE LANDSCAPE PLANNER, IT IS D. REMOVE AND REPLACE ERGESSZVELY PRUNED OR MISFORMED STOCK RESULTING ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. FROM IMPROPER PRUNING. 1.,ONOTHER INSPECTION WILL BE CONDUCTED AT END OF EXTENDED IkRRkNTY:PERIOD,-TO DETERMINE ACCEPTANCE OR REJECTION. ONLY ONE REPLACEMENT WILL BE REQUIRED AT END OF VARRANTY PERIOD, EXCEPT FOR LOSSES OF_ REPLACEMENTS DUE TO FAILURE TO COMPLY WITH SPECIFIED REQUIREMENTS, No. I REVISION I DATE I BY COMMEnlTS 15 u PLANT SPACING SPACING ,"D11 ROW "All 6" O.C. 5.2:t 8" O.C. 6.931" IOtr O.C. 8.66" 12° O.0 10.4 01 #-ISO. FT. ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS,* PHOTOGRAMMETRISTS GREENHORNE & OWARA, INC. 580 VILLAGE BOULEVARD, SUITE 360 WEST PALM BEACH, FL 33409 (407) 686-7707 ANNAPOLIS, MD • ATLANTA, GA • AURORA, CO • BALTIMORE, MD . CULPEPER, VA DULUTH, GA • EXPORT, PA • FAIRFAX, VA • LEESBURG, VA • MANASSAS, VA ORLANDO, FL • RALEIGH, NC • ROCKVILLE, MD • TAMPA, FL # OF PLANTS * 4.61 26 1.66 1.15 I DOUBLE STRAND 12 GUACTE GALV. WIRE, TWISTED-- 4" GALVANISED TURNBUCKLE ( TYP. ) 3"-4" EARTH SAUCER NEVER CUT TERMINAL LEADER. i, NOTE PLACE SAFTY FLAGS ON ALL GUY WIRES AND STAKES. -2- PLY RUBBER HOSE - WRAP TREES w/ CLARK TREE WRAP OR / EQUIVALENT, FROM ROOTBALL TO ABOVE / FIRST LATERAL BRANCH. 2" -3 . MULCH ( SEE SPECi'FATIONS FOR TYPE) / /-•REMOVE BU$L ,R 0 / 7OP 1/3 OF" IFALL. R7CISE ROOTBALL 2" ABOVE :EXIST. SOIL. IWp)f�- II#10= : rr I INS IIN> IIIN�- i' - v p 1 I.. �1 l MIN 3-4 STAKES =T-Al ==111ffr= PER TREE - �,;• --- !{+�-' (2"■2"r, 30") a.�l'���*d = _ _APPROVED' SOIL MIX .'e. , , I� F ( SEE SPECS ) !�_ 11f1= 19=�i�(�=gilts'=1a= ill I�-=11,!! II � Gir, =111uI _. llC1�I I �IcJ I 1l11l11m1111I 0 EXISTING SOIL 4 I/2 A I A 1/2 A TREE PLANTING DETAIL N.T.S. u � qc, 3"-4" EARTH SAUCE R�, f 2"CYPRESS BARK MULCH nr2R0YE0 SOIL MIX CONTAINER SHRUB LGROWN II 1I' (SEE SPECS ) REMOVE BURLAP FROMil! 6� TOP I/3 OF ROOTBALL. ! Ip � RAISE BASE OF ROOTBALL". EXISTING SOIL 1" ABOVE EXISTING GROUND LEVEL. SHPUB PLANTING DETAIL N.T.S. m EXISTING SOIL GROUNDCOVER DETAIL N.T.S. LANDSCAPE DEWLS/SPECS SAM$ WHOLESALE CLUB FOR WAL -- MART PROPERMS, INC. ST, LUClE Co. FI-001DA SEE PLANT SCHEDULE FOR !,Y PLANT TYPE, SIZE AND SPACING. JV ' I"OF SHREDDED CYPRESS MULCH PLACED BETWEEN PLANTS ABOVE EXISTING SOIL LEVEL 2 OF 1/4" MULCH PLACED ON TOP OF TILLED SOIL. TILL 2"- 4" INTO PREVIOUSLY TILLED SOIL. LEVEL TO FINISH GRADE BY HAND RAKING. TILL SOIL TO A MINIMUM DEPTH OF 4" BELOW EXISTING SOIL LEVEL. JUL 14 09 BID ? SET DESIGN SCALE LNOTED RC DRAWN (6 OF 16 WKO� SHEET 04 )e 89 11403812004"1 DATE . FILE No. p F T■ RC E E OCCUPANCY CLASSIFICATION: SM T•M.A.t" �M TYPE OF CONSTRUCTION: SECT.402.4.1 BUILDING IS COMPLETELY SPRINKLERED AND SURROUNDED ON ALL SIDES BY 60' CLEAR SPACE AROUND BUILDING. AREA IS UNLIMITED TYPE V - UNPROTECTED TABLE 600 EXTERIOR BEARING WALLS 1 HOUR EXTERIOR NON -BEARING WALLS NC PARTY AND FIRE WALLS NA INTERIOR BEARING WALLS 0 HOUR COLUMNS O HOUR FLOOR/CEILING CONSTRUCTION 0 HOUR ROOF/CEILING CONSTRUCTION O HOUR SHEET INDEX ARCHITECTURAL A-1 FLOOR PLAN A-2 EXTERIOR ELEVATIONS A-3 WALL SECTIONS A-4 VESTIBULE/RECEIVING DOCK A-5 ROOF PLAN A-6 OFFICE/MEZZANINE A-7 INTERIOR ELEVATIONS A-8 DOOR/ROOM FINISH SCHEDULE A-9 T.M.A. CONSULTING ENGINEERS MECHANICAL/ELECTRICAL/ENERGY CONSULTANTS, INC. 1412 S. BUSTON, SUITE 710/TULSA, OKLAHOMA 74119 � a , ki P_ AID c .09 � AR R xk �{I� i%. aISTANCE OF TRAVEL TABLE 1103 MAXIMUM DISTANCE OF TRAVEL TO AN EXIT (SPRINKLERED): 200 FEET OCCUPANT LOAD TABLE 1105.1 OCCUPANT COUNT PER AREA FOR EGRESS/ AREA PER OCCUPANT SQUARE FOOT: MERCANTILE GRADE FLOOR AREAS MEZZANINE STAGING/RECEIVING GRADE FLOOR AREAS RETAIL/OFFICE MEZZANINE STAGING/RECEIVING STRUCTURAL 8-1 FOUNDATION PLAN S-2 FOOTING SCHEDULE S-3 FOUNDATION DETAILS S-4 MEZZANINE PLANS & DETAILS S-5 FOUNDATION DETAILS 30 60 100 92,250 _ 30 = 3,075 OCCUPANTS 1,425 _ 60 = 24 OCCUPANTS 12,300 100 = 123 OCCUPANTS S���F SBCC988 M MECHANI MEANS OF EGRESS CAPACITY OF MEANS OF EGRESS 100 OCCUPANTS ONE UNIT OF WIDTH ONE HALF UNIT OF WIDTH GRADE FLOOR AREAS: SALES/OFFICE/MEZZANINE: 3,099 : 100 21 DOORS AT 34' = 21 X 1.5 UNITS 21 DOORS PROVIDED STAGING/RECEIVING: 123 - 100 4 DOORS AT 34' = 4 X 1.5 UNITS 4 DOORS PROVIDED M-1 PLUMBING PLAN M-2 ENLARGED PLUMBING PLANS/ RISERS M-3 H.V.A.C. PLAN M-4 ENLARGED H.V.A.C. PLANS M-5 MECHANICAL DETAILS M-6 PLUMBING DETAILS R-1 REFRIGERATION PLANS R-2 REFRIGERATION PLANS EM-1 ENLARGED ENERGY MANAGEM T PLANS EM-2 ENERGY MANAGEMENT DETAI = UNIT OF WIDTH = 22' = 12' = 30.99 UNITS REQUIRED = 31.5 UNITS PROVIDED = 1.23 UNITS REQUIRED = 6 UNITS PROVIDED TOTAL UNITS REQUIRED = 32.22 UNITS REQUIRED 25 DOORS AT 34' = 25 X 1.5 UNITS = 37.5 UNITS PROVIDED ELECTRICAL WALLACE ENGINEERING- STRUCTURAL CONS LTANTS 201 WEST 5TH STREET, SUITE 200 TULSA, OKLAHOMA 74103 E-1 LIGHTING PLAN E-2 ENLARGED LIGHTING PLANS E-3 POWER PLAN E-4 ENLARGED POWER PLANS E-5 ELECTRICAL DETAILS Interior 1=inash E-6 ELECTRICAL DETAILS Flame Spread Rafi�g E-7 ELECTRICAL SCHEDULES X1t Nays Class ......Minimum E-8 ELECTRICAL PANELS L Other areas Class .... ; Minimurrr E-9 ONE LINE DIAGRAM ----------� ST. LUCIE COUNTY —FT. PIERCE FIRE P VENTi06 BEAU REVIEWED 6Y — —— FOR C E DOMPC DANCE PHONE: 465.6655 DATE: SUBJECT TO: 1. ST. LUCIE CO. -FT. PIERCE FIR' ")REVENTION Ct f 2. N.F.P A. LIFE SANTY CODE-101 3. STATE FIRE MARSHAL'S R & R SSW ARCHITECTS 1412 S.BOSTON,SUITE 30i TULSA,OKLAHOMA 74119 3.2 4 4.2 4.4 5 5.1 5. 6 6.1 6.2 7 �,?. Q _ 13 -0 X 60,-0 X 8 -0 13 6 IX 61 0 TRASH 5'-0' X 5'-0'' HIGH CHAIN INK FENCE 3_A2 5 1!2' CONC. SLAB m COMPACTOR \ LANDING, I W/ 4'-0' GA�E CENTERED I W/ 6X3110/10 WWF I Lo ) (N.I.C) RECESS 112' , Q & 8' TWRNOOWN SLAVBI Ii TYP. I I I EL�EC I SLOPE WAY FROM I x \ 106 ru a 40-0 20, BUILDI G 1/8' /FT. 3-4 BELOW fIN, FL cn d / 100 100 14 4 11 - FENCE' FENCE \ p 43 4 4 1 72 D 4 �. 91 4 4 31;' T RECET b G OD w r------ r - - - - - - - \ 10 FORK LIFT .Q z ,. CON �NSORS PRO �1ED EXPANSION m w r-------I IY WAL-MART Ci \ \ '"------ _ v -- _ r ,r�-,r-lr ,r-,r-,r ,r-ir , .. .. .. wo K -- -- u u I u u n u LAIMS-,___-- -- _-� --18 .4 `'�) �� 5L'EK �10420 6'A 8 DOEo L I 122-0 4 -0 SPRIN ER ROOM #1 1 PIP GUARDS "BALER r-, r-rr, r-r , /B METAL 0 0 C. 4' X 6' �� I TU 5 @ - - --- 0 .� 3-A1 107 RE 5-A6 ` V DOWNSPOUT ill' GYP. D. ! I I I I I t 4" C� G. TO I(� o EN 0 -- °' _------_ -�.J J may. 15 FORK WALL PROTE TDR STAGI G 39'-0' LONG 0' 40' OP ING W/ BOTT M FOR IIHR J.1 - ---- r-, r-r'F, r-r 1` D GK TYP. _ i i i 'a' _ J.1 4 VERIFY .040 ALUM OR I I I I I 1 I I LIFT AREA ANGLE RE: 7 Al AREA 4 PAINTED LT ES 8 A.F.F.,SIZ & u' n 20 GA G.I.FIRE RAT Q r=; 1 I I ( RAFFIC YELL W) OC TTON W/I WAL-MAR C_1. TO MATCH L_� L ; i .o CI ARETTE 20 102 T.O.W. r-, r- l r-r� STAMPING 10-A6 ' 25-AB , I DOWNSPOUTS rw I I I I I t I I j- .`" 7 -0' SIZE COLLAR TO LJ_J In + M w L CK T N -, r-r, r-r , i 105�� A. . F. ORE R5-A1PR FIT COLLECTOR PIPE 1/2" GYP. B0. 6 70 _� ��_� r7l i_ _.. ; .:... - �6B_Y . i (N.L,C ) .' (N I_ ,) �P •'- O.................- I PROTECTOR c� ............. ... _J.___J IS _� 19 I� _________________------_J _ J 'tp �•..•� TO i6'-0' A F F.: I I t I t I I ( I ___I_ I- ==T - -=7 COLLECTOR PIPE LJ_J LyJ _ rN.I.(;.7 O \ I RE: CIVIL FOR 1 HR ; o i-1 11' 0" LONG RACK ROTECT R �\\ ilI 19 ij\\ /I Ili -- - -- r FIRE RATING I \ / , 4 \ \ 111 WALL ROTECTOR L_------ o co FINISH PAVEMENT � E: 5-A1 I h \ III 4 \ I 11 \ I I, GLE °1 OR GRADE ............. ...... , i ii \\ i it RE 7-AS I / 1 I / 1 I I -------•-- - r__ ---- -'-•----- I 1 I �, I \ I I I` , r-- �------------- - --, Elul1 l2' PLYWOOD ;? i _ ------------------ - I , . I I y I Ii , \ i1 , \ i it I J i tr H.1 - - - - I 50 6 23-6 11 9 32 4 I \20-0 16 0 \20 OI 1 6.0 \20.O/ 10-6 - ------ ------ �z5--- - --- --�- H.1 DOWNSPOUT DETAIL ELEC . CLOSET DETAIL ---.-- ---J II I I 1 3!4 1'-0' RE: 1-A2 NOT TO SCALE3 RE: 1-A1 nI I _ CORE DRILL FOR t r--- ----------------� IO I� i - RAILINGS SECURE WI MOLTEN SULPHUR OR H - ----- - - i --- ---- - ---- -�--------tY- r--f� ---�i --J�--4 II //�- �-Ii - -- ------ ---------i-- - --------------0 ----- -------- -------- NON -SHRINK GROUT 2 EQ. S ACES=.5,-6" i -- --- ---JI--------------------------I I EXCEPT @ REMOVABLE RAIL 4 I i I 400LER\\\ 11 1 \ I,10 1 11 i \ If L__ J 1 AS SHOWN IN 10-AS cou l__J ii i i� /\I1 /FREEZER 11 I FREEZER \ 1I 6C I r-------------- -----�-- - -_ _- II / N . I . C I \ 11 IN. I. C) N . <, AT THIS --- u1 li -- _ - - - - - aP .m .� RAIL ONLY -7- i�=------yl L-- 1 +`__=____� �y "' O'---------------------t------------' PIPE GUARD TYP. LOCATE � 5 1/2' ISOLATED SLAB L--------'----------- ., W/ WAL-MART C.IM.' AFTER RE: 5-52 - t rz a .o i I INSTALLATION QF - «, { FREEERl�00LE ICE 5 10-A6-- i i-- -- T--- --- j i 2-Aa R MOVABLE 12-A6 _ _ _ PIPE RAILING DETAIL M E Z Z A N I N RAILING G _ _ - -- - - - ----+- `-_ --=----------!-__------ L --_ --- _ - - -- - i-- ---- G --------------------------------- 12 3/4' = 1'-0' RE: 2-11-Al 1/4" = 1'-O' RE: 4-A6 i' j------------------ -----------I - S EL11NGtPROVIOEO� q 4 L------------------ I B WAL-M RT i--- 3 EQ. SPACES 12 -0' 3 E , SPACES = 11'-6-------_--� ---------------- --------------------- F.1 - I -- 5'-0" X'-0' ------------------- II--------j�--------- I - --- - - -{-- - - F.1 COLU ----------------' ---------- J i 5 -0' X 5'-0' RE: I 0 o CONNE OR PLATE ¢ �? RECESSGl 2' i --------------' r---------------, i LANDING, STAGING • .Hiu :•nw D -p , I I I RECESS 1/2' r'' 6X6X -� w w RE: 8� a BELOW FIN. FLR.----------- - i BELOW FIN. FLR. 8 ANGL .r .1 _ TYP, _ I _____- - J -------------------- - -----� (-------�`---------- r-- --- -----I-------------------, I TYP, 112` _ _ I L-uj JL_- ------'---_-------------. 12-A1 REMOVABLE 12-A1 S, .� REMOVABLE w o j - =---- - i o a ------ - m I -- I - =--- I ------------------, °; 1I _�_ CONC VESTIBULE RAILING RAILING ELEVATIONco -------------- --- ----- - --, --- ------------ -- - I ------------ a �J • opt ie -e 1/4 - 1 0 RE. 1-A4 1!4 - 1 -0 RE. 1-A4 ----- ---------- ------ ' 33-6A13 I a I r --------i------------, I A3 ru EQ. 6 EQ. 6 EQ. 6 EQ. ( ---------- - - -- ---------- -- -- I _ I r-- - ----- - --------------, q. _ , r - I - ----- -a--- (-_ ------rtr_-- -- ----- -- - - ---- = �- - - ___-_-_ E WALL PROTECTOR E -+ - --- - ---------------------J `-------'-------- -----' - ------ ------------------ C3 CONNECTOR P ATE CONNECTOR ATE .� i r---------,---------, -- -- 7 _ w RE. 8 Al SI RE: 8-A1 .m -------------- ISALES 4 ,0 ii -O r_--•---_.----- -------.------"� i b 0.1 -- -- , - I I---- 100 ----------- I ---'-- --------- 0.1 SALES STAGING RAILING ELEVATION � 12-A1 • Q ' I �--------------------,-----___-------J �--- - ------ ---_J , •Q Lo a ( L _ _ _ I L _ __ _ J L _ J COLUMN -------------' r--------------------------------- --------- - , i RE: STRUCT. " ' 1/4' = 1 O RE. 1 A4 --- - ----------------- D -�-F----- -- - -----11 -- --- -IIF---_'--_-._�___�r=- _rap�c-_c �_ - - ' - j--__ _ � _ _ _ � __ __ _ _ _ i1• 16.9 i------------ 1 1 1 1 t 6X6X3/8 STEEL _ ��_•-�- __-__J L___--_---J _ P ------------------------------------J j `---- -- -- ----- ANGLE CONT, 6 9 10 0 8' 4 i L------ --- _____ -1 f-, N j r_ __� _ - I L-- _-_--� `-----•---- _ �__ ' T.M. ------------------------------- ------------------------ 30 I, c n WELD TO TUB @ ELEV. 3,4-A1 II 1 t --- --- , II i C.1 - ---- -- I I 1D.1 ':" i' �,i 1 1 / 2' HIGH X 3 / 16' i `_ -� --- i 1 -- -- i--------- 1 I 1 ------------------ ----._ - L_----____J L_ v II RE: 3-A1 RE 4-A1 If METAL BRACKET W1 - J L _-_ _ ---------' I--------J `-----------�----------------`-J i _'_ +.•' CONCRETE SLOTTED HOLES FOR �4 ' a ' I C.0 FLOOR v q u 2 1/2' SLOTTED N i --- ----- i I I---_ ---.-._ ___ , r_- --, r---------, ._- I � 4 112'� X 4' SMOOTH HEAD BOLTS =------------------- °--------------- 1 I I I I r-- - --------------------, I i .. A3 12-A1 C 1 I I L___-_-_'___�.____-____- L--------- J' L------_-_J I I SLOPE EXP. BOLT - - I ---- +-- -- i -- -- C @ 36' O.C. ---- - RAILING = i L-- - FTN FLR: NOTATION RACK PROTECTOR CART RAILING ---------------------------- ---- � - _- i - L--- ------------- ----J` -1 - - I SHELVING ROVIDED 100.00, ARCH. l/4' = 1'-0' RE: 1-A4 N j BY WAL-MA T 19.00' ENG'R. i I �� B.2 s -- I A4 --------------------, 2 _ 5 112' = 1'-O' RE: 1-A1 6 ED. SPACES = 24'-0' -- - - - - - ---------- L----- ------ A9 --- B' 1 .- -- L1J L.LJ L1J LLJ L1J L1.J LJ.J L1J L -_---- , _-_---�,•,-_ --- -, [lV _-J Lm IR m rT, LTJ LTJ LYJ LTJ LTJ rT, r '[Q \`All 61L r ____ I) r ------------ , r-, __'- - - - ---� NOTE: ALL INTERIOR METAL N 1-A6 --------------------- i B.04 RAILINGS TO BE 1 1/2 - - - v SQUARE STEEL TUBE, TYP. w NO FINISH REQUIRED p I fl rc\ A.1 ` CART RAILING 12-A1 m I I 1 �\ ,- 18 4SHELVING 1!4' = 1'-0' RE: 1-A4 Q BY WAL-MART A �\ s '\j D 6 EQ. SPACES = 24'-0' 50 1-4 PRECAST CONIC PARKINGVESTIBULE BUMPERS 9 12- D.C. I 101 ---------- ---� ---- PRECAST CONC. ARKING. `' BUMPERS @ 12'' O.C. I I I ,. L.� y\ ( SPRINKLER ROOM #2 �y ~ ---- - ANCHORED WI #5 X 24' 133.9 WELD TO TU BARS @ EACH EN DRIVE ' 133-9 1 - '40-0 r w ' @ ELEV. 6- 18' INTO ASPHA T . "" 20-6' 20-6, 20-6 20.6* 20-6 20-6 10 9 20 0 20 0 10 9 20 6 20 6 206 20 6 20 6 20 6 15 0 15 0 307-6 w " " 2 �2.1 2.2 3 r.1 3.2 ( 4 ) 4.1 4.3 �' 4.® ', J 5.1 5.2 ( 6 1 6.1 6.2 i 7 1 6.1 8 CART RAILING CART RAILING 114' = 1'-O' RE: 1-A4 1/4' = 1'-0" RE: 3-A1 3 6-A2 FLOOR PLA 1" = 20'-0' MN BEYOND STRUCT. 3/8 STEEL E W/ #X 4' BOLT D.C. . FLOOR FLOOR ��0101 M'S SSW Architects FAC. PLAN: . 1: • �7• DATE: 5/22/89 DRAWN BY: PAWS CHECKED A I SHEET NUMBER: 17-0 1 12.0 1 12-00 1 i2-d EAVE -tHT. 125'o FIN. FLR. 1 2 2.1 2.2 3 3.1 3.2 72-9� O7 ¢ 7-6 10 7.1 1.11 8-9 1-3 1.0 7.6 2.0 4-9 2-10f 2-10 2-7 2.7} 2-lOj 2.10jk 2-7 2-7' 20-6 4 7 72-9 4-7 L POURED IN PLACE CONCRETE UNDER DOCK DOORS RECEIVING DOCK ELEVATION 9 1' = 20'-0' RE: 5,7-A2 EAVE HT @ T.M.A. 124'-4 1/2' j� EAVE HT, FIN. FLR. 1 0 - 6 NOT USED NOT USED t. i t Q WFUln 1 Cl e UU LF1101�1�®U1l o a L o -m i omsia ff wt� w DIVISI N W L-M RT STORES - LL 9' -10j 2'-7j -log 2-7 ti 8f 84" 8f LPAINTED BLACK LETTERS EXTERIOR SIGN ELEVATION 1/16'=1'-0' RE: 7-A2 8-A2 ch a ( 2 ) Y 2. 206 `•,/ .06 .206 4,3 �45 9 `u 20- 2.1 <11 206 qolqp"26-0, I 206 206 20-Q2066,2 206 P15'OP15'-O'Q 1 I SLOPE 1/4'IFT. I I I I EAVE HT. I t I I SLOPE /4'IFT. I I I 125' -0' SC 25 tlj aal�o FIN. FLR. FRONT ELEVATION 1' = 20'-0' RE: 1-A1 pi2016'-0' 16-0 6-0� C 16.0' C 0818-0� 6-0 D 20-0� 20-0' HQ.1QP K 20-0 I 20 0 I 20 0 I 20 0 I 20 0 I 20 0 I 20 0 I 20 0 I 20 20 0 HT. @ DOCK -4 112' F100IN. �' FLR. ' 8'-0' HIGH CHAIN FENCE FENCE W/ PR 3'-0' GATES I 20-6 6.2 Ln q 20 6 20-6 Y 20-6 20-6 20-6 20-6 20 6 20-6 I I I I DCANOPY 1pppppppppp OWNSPOUT AIII I1r1111 40' X 40' OPENING BOTTOM OF OPENING @ 48" A.F.F. VERIFY SIZE AND LOCATION W/ WAL-MART C.M. RIGHT ELEVATION 1' = 20'-0' RE: 1-A1 KEYNOTES 1. WALL PANELS, GUTTERS, 8 DOWNSPOUTS BY 1 METAL BUILDING MANUFACTURER (SEC, 13l21). 2. EXTERIOR INSULATION 8 FINISH SYSTEM OVER. 518' GYP. BOARD SHEATHING (SEC. 07240). 3. VINYL FACED FIBERGLASS BLANKET INSULATION (SEC. 13121). 4. UNFACED FIBERGLASS BLANKET INSULATION (SEC. 07210). 5. STANDING SEAM METAL ROOF (SEC. 1312l). 6. NOT USED 7. REINFORCED CONCRETE SLAB ON GRADE, REFERENCE STRUCTURAL (SEC. 03300). .i 8. REINFORCED CONCRETE ON METAL FORM DECK REFERENCE STRUCTURAL. (SEC. 03300, 05313). 9. ACOUSTICAL CEILING (SEC. 0951l). 10. ALUMINUM STOREFRONT SYSTEM (SEC. 08410). EAVE HT. @ DOCK 11. FIRESTOPPING (SEC. 07270). 125'-0' 6-A4 12. 1/2' CD PLYWOOD ON 7/8' HAT CHANNELS AT 24' O.C. (SEC. 09260). 13. PREFABRICATED RIGID FRAME STRUCTURE BY METAL BUILDING MANUFACTURER (SEC. 13121). 14. CLOSURE CELL FOAM TO FIT RIB OF METAL BUILDING PANEL (SEC. 13121). 15. 8' X 4' X 16' SPLIT FACE CMU (SEC. 04220). 16. NOT USED 17. CONCRETE SPLASH BLOCK ONLY AT DOWNSPOUTS EMPTYING ONTO NON PAVED SURFACES. 16. HIGH LIFT OVERHEAD SECTIONAL DOORS (SEC. 08332). 19. DOCK BUMPERS FASTENED TO CONCRETE WITH 3/4, X 6' EXPANSION ANCHORS (SEC. 11160). 20. DOCK SEAL (SEC. 11160). 21. HORIZONTAL MASONRY REINFORCING AT 4VE HT. @ OOCK h 16' O.C. VERT. AND 24' O.C. HORIZ. REFERENCE STRUCTURAL (SEC. 05400) '3'-4 112' 22. 5/8' GYP. BOARD SHEATHING ON 6', 16 GA. METAL STUDS AT 244 O.C. (SEC. 05400). 23. 2 1/2', 20 GA. METAL STUDS AT 24' D.C. ON GIRTS @ 48' D.C. MAX (SEC. 05400) 24, DOWNSPOUT SUPPORT STRAPS AT 48' O.C. (SEC. 13121). 25. METAL CAP BY METAL BUILDING MANUFACTURER (SEC. 13121). Q Q 20 3.2 EXTERIOR COLOR SCHEDULE 20-6" 3 1 20 6 I 20-6 z 2 20-6- 2 1 20 6 I HOLLOW METAL DOORS AND FRAMES, OVERHEAD DOORS DOWNSPOUTS EXPOSED METAL FLASHINGS, SL�PE 1/4'IFT� AND RAILINGS TO MATCH ADJACENT BLDG. COLOR., I I I I EAVE HT. SHERWIN WILLIAMS ALKYD ENAMEL 125'-0' 1C LT. GREY BM 40-27 1 BC 25 THOROCOAT 44-14P 2C LT. GREY 'EARLY DAWN' MASONRY COATING 3C OK. GREY THOROCOAT 44-17M MASONRY COATING 1C BAGDAD GREY' 4C BLUE SHERWIN WILLIAMS ALKYO ENAMEL BM 32-24 EM - L S CONDENSORS ENCL ED BY SHERWIN WILLIAMS 8'-0' H. CHAIN NK FENCE 5C BLUE BM 32-24 MASONRY COATING W/ 4'-0' GATE C TERED REAR ELEVATION 6C DK. GREY SHERWIN 29WILLIAMS ALKYD ENAMEL BM - SEMI -GLOSS 7C BLACK BLACK ANODIZED ALUM, 8C OK. GREY MGM STANDARD DARK GREY EXTERIOR ELEVATIONS LEFT ELEVATION 1' = 20'-0' RE: 1-A1 rFT. PIERCE, FL. FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 DRAWN BY: PR/JS CHECKED BY: \� 1 F ET BER: A 2 OF 9 a 3 e EAVE HEIGHT r• VARIES V; 25 l� 9 � F;1 14 4-A5 4'-0' CANOPY ROOF PANEL CO �t A PURLIN ,14'-0" END RAKE GUTTER �T r 18-A8 Sim. a- 1 s• ie i 10-A810-A88 SIM. a. o I_ r ' i o y^ {{, Fy r k p �r5 4 3 1 13 14 12 14 FINISH METAL CLOSURE PANEL BY METAL BUILDING q MANUF. @ JAMB & HEAD 6'�EMBEDDEO PIPE GUARD RE: 5-A6 2X2X1/4'X 100 ''\-0' ANGLE J 1 / \1 SLOPE FIN. FLOOR 100'-0" � a ,a °. a IIII=IIII=IIII-II .�, e ' ` ° a a III=f111=1111�1111= `�� - °:a IIII=IIII=IIII=11 RE: STRUCT. ' 4 STAGING AREA SECTION 314" = 1'-0' RE: 1-A1 �I 3-A5 SIM. EAVE HEIGHT 124'-4 112' SAVE HEIGHT 1 125'-0' �19 114'/ / / N. CL 2'-0' 1 3 13 12 108'-8' %1 HEAD 14 14 4'-0' rAmnpv ROOF 4- 20 10-A8 FINISH METAL CLOSURE PANEL BY METAL BUILDING MANUF. @ JAMB o & HEAD Iz c H PURLIN SLOPE 1/4'/FT� 7'-4' VERRY W1 0 EAVE HEIGHT VARIES 13 1 12 14 18 -FINISHED METAL CLOSURE PANEL BY METAL BUILDING MANUF. @ JAMB & HEAD 6'�EMBEDDEO PIPE GUARD RE: 5-A6 CONT. 3'X 3'X 1/4' EMBEDDED ANGLE @ ALL OUTSIDE CORNERS OF DOCK 25 14 2-A5 1 5 14 1/4'/FT. EAVE HEIGHT 125'-0' 4 3 MIN. CL 122'-0" 1 12 ro II ( I LO .4J D 13 Jl 12 ) 19 LEVELER PIT W/ 3/8'VX 5' STUDS @ 16' D.C. 7 13 FIN. FLOOR 10D'-D. o` 24 Tb. a s a a DOCK LEVELER > _ - _ LL ° IIII. 17 v w 6" ° a > III=IIII RAILROAD E N eam I =IIII = @ FRONT W L 2'X2'X1/4'X w SLOPE 1!2' TOTA ,°e IIII-IIII ONLY 14 10'-0. ANGLE ¢ a > °, atl _ ,e IIII=IIII_ 14 a� _-IIII=IIII=IIII=IIII=IIII=IIII= 7 7 1/2' PMEJ IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII 7 SLOPE r ��=------ RE: STRUCT. FIN. FLOOR -_ r IIII=IIII FIN. FLOOR l+� I ° FIN. FLOOR -- 99'-4' t tl ` _ tl' tl - - . r - I 100' 0" .-'' r.. n tl °_IIII �I 10D' D" I I aa. .� .v _ v a.. - '� > <°'' �'. �'q � IIII =IIII=IIII= IIII- IIII-I IIII-IIII= ______ - - - III-IIII=IIII- 4 a .11=IIII-IIII-IIII _IIII=IIII d � =IIII-1 �- a„ , III=IIII=IIII _III = °a a IIII..=IIII=IIII=11 ° . IIII=IIII-IIII- a �Ilil�llll=IIII IIII =IIII=illl_IIII�\ RE: STRUCT. " RE: STRUCT. RE: STRUCT. T.M.A. WALL SECTION RECEIVING DOCK SECTION FRONT & REAR WALL SECTION SIDE WALL SECTION 4 3/4' = 1'-0' RE: 1-A1 3 3/4' = 1'-0' RE: 1-A1 2 3/4" = 1'-0" RE: 1-A1 3/4' = 1' RE: 1-A1 KEYNOTES 1. WALL PANELS, GUTTERS, & DOWNSPOUTS BY METAL BUILDING MANUFACTURER (SEC. 1312l). 2. EXTERIOR INSULATION & FINISH SYSTEM OVER 5/8" GYP. BOARD SHEATHING (SEC. 07240). 3. VINYL FACED FIBERGLASS BLANKET INSULATION (SEC. 13121). 4. UNFACED FIBERGLASS BLANKET INSULATION (SEC. 07210). 5. STANDING SEAM METAL ROOF (SEC. 13l2i). 6. NOT USED 7. REINFORCED CONCRETE SLAB ON GRADE. REFERENCE STRUCTURAL (SEC. 03300). 8. REINFORCED CONCRETE ON METAL FORM DECK REFERENCE STRUCTURAL. (SEC. 03300, 05313). 9. ACOUSTICAL CEILING (SEC. 09511). 10. ALUMINUM STOREFRONT SYSTEM (SEC. 08410). it. FIRESTOPPING (SEC. 07270). 12. 1/2' CD PLYWOOD ON 718' HAT CHANNELS AT 24' D.C. (SEC'. 09260). 13. PREFABRICATED RIGIO FRAME STRUCTURE BY METAL BUILDING MANUFACTURER (SEC. 13121). 14. CLOSURE CELL FOAM TO FIT RIB OF METAL BUILDING PANEL (SEC. 13121). 15. 8' X 4' X 16' SPLIT FACE CMU (SEC. 04220). 16. NOT USED 17. CONCRETE SPLASH BLOCK ONLY AT DOWNSPOUTS EMPTYING ONTO NON PAVED SURFACES. 18. HIGH LIFT OVERHEAD SECTIONAL DOORS (SEC. 08332). 19. DOCK BUMPERS FASTENED TO CONCRETE WITH 3/4' X 6' EXPANSION ANCHORS (SEC. 11160). 20. DOCK SEAL (SEC. 11160). 21. HORIZONTAL MASONRY REINFORCING AT 16' O.C. VERT. AND 24' O.C. HORIZ. REFERENCE STRUCTURAL (SEC. 05400) 22. 5184 GYP. BOARD SHEATHING ON 6', 16 GA. METAL STUDS AT 24' O.C. (SEC. 05400). 23. 2 1/2', 20 GA. METAL STUDS AT 24' O.C. ON GIRTS @ 48' O.C. MAX (SEC. 05400) 24. DOWNSPOUT SUPPORT STRAPS AT 46' O.C. (SEC. 13121). 25. METAL CAP BY METAL BUILDING MANUFACTURER (SEC. 13121), WALL SECTIONS 1%;� t>c�>lN 4",W l�vll W l5�ts� FT. PIERCE, FL. FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 DRAWN BY: PR(,1S y A i\OV \ CHECKED BY: _______ SHEET A NUMBER: OF 9 METAL WALL PANEL BY METAL BUILDING MANUF. —STANDING SEAM METAL ROOF METAL CAF BY METAL BUI DING STANDING SEAM MAINUF. —METAL FLASHING 2'-0' HIGH METAL ROOF BLACK PAINTED SLOPE 1/4`/FT. TOP O RIDGE NUMBER IN T.O.P. 118'- - METAL CHANNEL �iELVETICA 117'-9 1/2" MEDIUM' BOTTOM OF T.0.5 NUMBER IS VARIE METAL CANOPY _ 8'-B' A.F.F. GIRTS 48' O.C. ;. DOCK SEAL METAL WALL METAL WA METAL SOFFIT OVERHEAD PANELS BY METAL PANELS B METAL PANELS ON S CTIONAL BUILDING MANUF. BUILDING ANUF. METAL PURLINS METAL D,1OR WALL 3I'-6' HIGH CLOSURE LL PANELS CHAIN LINK FOAM TYP. c FENCE CLOSURE CELL METAL BUILDING RE: RE: 4-A9 FOAM TYP. MANUFACTURER 10-A8 1-A8 1-A8 1-AS Q Di1CK BUMPER 8-0, 3-0 FASTEN TO SIM. SIM. POURED IN PLACE CONCRETE W/ CONCRETE 3,/4' EXP'N __ WINDOW HE _ WINDO HEAD ANCHORS 18' X 18' METAL 110'-0' 110'- /£3" 1-0" 6 7-0 6 1 0 INTERMEDIATE LOADING SIGN W/ LT. GREY SUPPORT ZONE BACKGROUND BLUE ANCHORS @ LETTERS � FLR. 1Ii/3 PTS. ONLY ALUMINUM W w 06CK STOREFRONT w a LEVELER 6'$STEEL PIPE METAL SOFFIT &DOORS DRIVE ' 3X3X1/4' FILLED W/ CONCRETE PANELS ON SURFACE £bGE ANGLE PAINT WI YELLOW METAL PURLINS --- w wl 1/2' OIA. 4" EEGUARDED REFLECTIVE TRAFFIC PIPE GUARD X 5'-LONG PAINT. RE: SPECS RE: 3-A6 ANCHOR STUDS 5� 7-A8 SAFETY GUARD RAILS PAINTED D.C. <r � 8. 8• DOCK DOOR ELEVATION 6 3/8' = 1'-0' HE: 2-A4 i I 24' DIA. T.O.M. _ •i ... CONC. PIER 103'-0' i 9c�s�♦ o -� t.. °i.s1 sr m i 5. t _' I NOTE: — '� MESSAGE ON SIGN ar ° READS AS FOLLOWS: LOAOING ZONE ONLY' FIN. FLR. OL --_-U FIN LR. 100'-0' 5'-0" X 51-0' 99 \\ LAN ING RECESS 9-A8 12'BELow / LOADING ZONE SIGN VESTIBULE SECTION 9Ae VESTIBULE SECTION RECEIVING FIX,.FLR. TYP, DOCK o ' Off. 5-A9 /2' = 1'- " RE: 1-A4 3/4' = 1'-0' RE: 1-A4 3/4' = 1'-0' RE: 1-A4 103 (7l / 1 0 18 0 L 24-0 L Il 716 L 5_IL4 1 I� 3 IL21 L171161 1151141 I13I121 L11'1011 91 8 1 3 6' 5 FUTURE CHECK OU S = 24'-0' 7.0 17 CHECK OUTS = 0'-0' 4-A1 A O • HIGH CHAIN \ 6'OPIPE GUARD U7 // b � LI K FENCE CART ALIGN FACE W/ .are 9 .21 V r� R 4-A9 ¢ CHECK OUT STANDS a 4s r rn I 4-0 7-0 -0 a STORAGE 4 FACE OF DOCK BY WAL-MART DOOR JAMB TYP. <'� �� p TYP. TYP'. aco 3-Ai DOOR RE: 3-A6 ` 0 20 T.O.W. V O/7 p „ `a RE0112-S3 I i 3 0 5 0 24 0 RECEIVING BY WAL MADRT K \ ,pr 1 4' 4EMBEDOED /� H i PIPE GUARD TY . `RE: 8-A7 0 ' O RE:3-A6 B-Al \ o ti a 8 — - — - - — - - ----- - ------}—- — - — - — - — - — - — - — - — — --- — ---- - — - — - — - — - — - SHELVING- =f — —_—_—. \ \ BY WAL-MART O J% 5 q g' 9F' 33-6 6 14.0 2.7" 6-4 5-1 13-1 7-A 13-1 5-1 6.4 2-7 3.6 9-6 RE: 2-A1 29.6 1-A7 ` \ DOCKLEVELER\ �/' <------------------------------------- < >o / // p 1 W/ 05 BARS 24, LONG @ 1'-0' PIE GUARD (DOOR JAMB FINISH DOOR TYP. RAILS TYP. 1 rc 'I 5 DDCK SEALS �, CDNT. RAILROAD TIES 4' EMBEDDED 4' TYP. BROOM BREA OUT EXIT SAFETY GU RO / \ 00 10 AND BUMPERS TIE ( I r \STAGING �\ p p �' RE: 6-A4 9 q, DRIVENFROM A18'EINTO ND FASPHALT VESTIBULE A EA1 OF PENGT�RLINE CONC. FL00 3-A7 I MEBY WALIMARTSK� i N AREA \ tiL q• r---- -------------- RE 3-A6 e O BOX BIN R WAL-M9RT 1 CHECK DES <I i •m \ WALL PROTECTOR //' I I 00.0' 4 2 1 -A BY WAL-MAT j l i ti \` ---- ANGLE o 0p ' `.. i 1 8 RE: 7-A1 16'0 L O — @ O , O m ` y �_ I %% �.✓ o I N UT 9 5 2-AB 8-A8 EI EDOEO OOWNSP UT '_o \ y7 D E VESTIBULE w PIPE UARDS 7-A 5. ti 5' P L @ T - F O 101 o VERI LOCATION W/ .� ,c CD WAL4 T4T C.M. p 5.6 1 97.84' r A a RE: A6 -AB I$ O 99 82' 1 CD D YP. `x9 LOADING ZONE SIGN 8 Lam% t % : 4 6'-0' LONG PRECAST CONC. L OLO cr CfG1 101-01 O.C. I $ 2 ___�2_ i2'-0' D.C. ANCHORED WI 05 X 24' BARS @ EACH ENO 40'-0' TO EDGE OF L AOING ZONE 9.3 10-9 3.3. 13'.1 3-8 3-8 13 13 3 I DRIVEN 18' INTO ASPHALT 99.67 10-955-1= m ¢ , 20.6 I 10-9, 20.0 20 0 10 9 40'.0. V 3.2 4 4.1 4.3 4.5 5 3 -6 HIGH CHAIN LINK FENCE RE: 4-A9 fj98,04' u RECEIVING V DOCK PLAN VESTIBULE PLAN T.ID1..W. 1/8' = 1'-0" RE: 1-Ai RE0112-53 1/8' = 1'-0RE: 1-A1 VESTIBULEJRECEIVING DOCK FT. PIERCE, FL. FAC. PLAN: SOO JOB NUMBER: 146541 DATE: 5122/89 DRAWN BY: PR/JS CHECKED BY: SHEET A 4 NUMBER: awF B i 5 ROOF HATCH DETAIL 1 1/2' = 1'-0' RE: 1-A5 HATCH SPACER WIDE LADDER ET ON UP OF SLOPE ONLY NAL ROOF PANEL OTCH ROOF M /16 ANGLE NG WELDED TO S 2X3X1/4 BENT @ EACH STRINGER 0 TO STL ANGLE 1/ 114BOLT 12' X 3' BAR STRINGER 14' 4NON-SLIP STL. RUNG N 112' FLAT BAR STRINGER x3xl/4' SLOTTED BENT LATE @ EACH STRINGER OLTEO TO FLOOR SLAB W/ 12'OIA.X 2' EXP. BOLT METAL ROOF 1' THICK POLYSTYRENE THERMAL METAL ROOF —�\ BLOCK @ ROOF CLIP RAKE SLOPE 1/4'IFT. SUPPORT \� GUTTER BY M.B.M. EAVE HEIGHT I z 125 -0' AVE IARIESEIGH METALFASCIA CLOSED CELL FOAM CLOSURE TO FIT RIB OF METAL BUILDING PANEL CLOSED CELL FOAM CLOSURE TO FIT EAVE PURLIN RIB OF METAL BUILDING PANEL & GUSSET RAKE 3/8" WIDE BANDS CHANNEL & 12 GA. SUPPORT WIRE @ B'-0' O.C. TO SUPPORT UNFACED INSULATION BLANKET INSULATION 26 GA. EXTERIOR FACED WALL PANELS BLANKET INSULATION RIGID FRAME 26 GA. EXTERIOR WALL PANELS SIDE PARAPET DETAIL 3 1 1/2' = 1'-O' RE: 1,5-A3, 1-A5 26 GA. EXTERIOR WALL PANELS co RIGID FRAME BLANKET INSUL. .Q 4'-0' WIDE X 18 GA. �- - - -------- --- SHEET METAL COVER METAL COLLAR 11 011 CLOSED ENDS REFRIGERANT PIPING & CONDUIT REFRIG. LINE WALL PENETRATION 1 112' = 1'-O" RE: 1-A5 2 FRONT & REAR PARAPET DETAIL 1 1/2' = 1'-0° RE: 2-A3, 1-A5 li i SKYLIGHT RE: SPECS PREMANUFACTURED CURB CRICKET ON UP SIDE OF SLOPE ONLY INTERNAL ROOF PANEL RIB NOTCH METAL ROOF SYSTEM 6-1 2-1 4-Og 1-107" 2' RETURN AIP SUPPL AIR 20' X 40' 24" 36' "m m� cv N UTILITY o AREA 10 TON PLAN __---03X5/16 ANGLE 1/4' SLUHhl/ I. FRAMING WELDED TO VERIFY WI/ mbm JOISTS SECTION 7 SKYLIGHT DETAIL RTU CURB I ETAIL 1 1/2" = 1'-0' RE: 1-A5 / 1 1/2' = 1'-0' RE: 1-A5 2.1 2.2 3 ) 3.1 3.2 p 4.2 4.4 2 307-66 CENTER LINE OF JOIST OR JOIST GIRDER —METAL WATER DIVERTER BY METAL BLDG. MANUF. 0 1/4' SLOPE/FT. COUNTER FLASHING PRE -FABRICATED, INSULATED ROOF CURB PROVIDED BY METAL BLDG. MANUF ROOFING AND INSUL. METAL WATER DIVERTER BY METAL BLDG. MANUF. mj,° 0 2-1 4-Og 2.1-0 11 1-10 j" 1-0 1,213, 2n ROOF FRAMING RE: STRUCT. I I I 1 I I i I I 1 I II I I I 1 iI c3_-A2 It I C < � I N I I I I I i ❑ 3 TON PLAN SLOPE SLOPE I I 1 G.1 -- --- --�40' X 10'-0' -- ---- G.1 SKYLIGHT 3-A5 RE: 7-A5 & - STRUCT-- ----- -- ---- - ---- \ / --- G/) REF. STRUCT. r D & MECH. FOR LOCATION F- --- — -- - — - — - — -- -- -- - --- r — --- - -- - — - — - - - — - — - F 1 Lo 3-A5 - — - E.1 �-- -- - -- ----- -- ---- - - - - - - - - - - - - - - - - f fi i 6-A5 \mil SLOPE SLOPE u J --- ------- --F ---- -- - -- - -1 D 1 ENDING SEAM M AL ROOF PANELS TYP. - -Lrc. 1 EXHAUST - --- ---— ------ -- ---- AN B.1 - - — - _ ROOF HATCH - RE: 5-A5 I I 7-0 EXHAUST B --- - FAN 40-0 rA 0 [_�� B.1 SLOPE SLOPE I 1 I I N r., < 1 I I 1 1 1 I 1 1 307°-6 3 -0' 1 I 1 1 I ROOF PLAN \� 1/32' = 1'-0' U ,y4 f 2 AL WATER ERTER BY AL BLDG. MANUF. ' SLOPE/FT. IFY-W 7 RR ROOF PLAN FT. PIERCE, FL. FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5122/89 DRAWN BY: PRWS CHECKED BY: SHEET A5. NUMBER: OF 9 1 LINE OF WALL BEHIND 1/2'CO PLYWOOD 2' X 2' TUBE 1 REMOVABLE HANDRAILS @ OFFICE MEZZANINE. 2 1l2'X2 1l2'X11B'X5' TUBE SLEEVE CONT. STEEL ANGLE @ REMOVEABLE SECTION^ `"-- ��-ALL RE: STRUCT. 4X3 i/2X1/4 ANGLE RE: STRUCT. 3 5/8' METAL 'C' STUD W/ 1/2' GYP. 80. EA. SIDE STEEL JOISTS @ 24' O.C. 7 W1 EXTENDED END RE: STRUCT. SLEEVE DETAIL @ GUARD RAIL 121 1/2" 1' 0' RE: 7 A6 FREEZER/COOLER X'O" GRADE PINE SEALED STANLEY-//SP108B HEAVY SQ. SPRING BOLT OR EQ.,MTO. ON PLW000 FACE 1/2' CO PLYWOOD ATTACH W/ SCREWS TO RAIL 1 1/2'X1 1/2'X 1 TUBE REMOVABLE H @ OFFICE MEZZANI 2'X2'X2 112'X 11 TUBE SLEEVE FIN. FLR. @ MEZ2 6'-G' tl N 1 REMOVABLE GUARD RAIL 112' = 1'-0' RE: 11-A1, 4-A6 DOOR V '�PIPE GUARDOF ELECTR$CAL PANEL AINT TRAFFIC YELLO VEffTIFY ERIFY LOCATIOAL-MART C. 13 31 13 3}ILL @REEZER ONLY 1-6 1.6 RE: 1 All 0 0 ;" 0 0 —. — 1 I I I i I I 0 FREEZERICOOLER WALL 1' X 6' '0' GRADE PINE (MILLWORK GRADE) SEALED. TYP. 112' C-0 PLYWOOD TYP. ON 3 5/8' METAL STUDS WELD STUDS TO CONT. ANGLE TYP. CONC. SLAB ON METAL DECK RE: STRUCT. STEEL JOISTS @ 24' O.C. RE: STRUCT. SUL SPENDED CEILING 6 LINTEL DETAIL 3/4' = 1'-O' RE: 1-A6 ROUND OFF TOP 4'OSTANOARO PIPE @ FRONT VESTIBULE AND RACKS @ STAGING. 6'1STD PIPE @ DOORS @ !' REC'G DOCK 8 STAGING v AREA. PAINT TRAFFIC YELLOW, RE: ARCH. FOR LOCATIONS a; ' PROVIDE xa:r 2' -0' X 2' -0' BLOCKOUT 'Q NOTE: LOCATION TO BE VERIFIED BY WAL-AART C.M. '. 2-0 EMBEDDED PIPE GUARD M tr. i 3/B' = 1'-0' RE: 1-A1 x ROUND OFF TOP 4',�PIPE GUARD FILLED WJ CONC. @ FREEZERS 8 COOLERS, i PAINT TRAFFIC YELLOW 8"X8'X 3/8' BASE PLATE CONCRETE FLOOR 112' X 6 EXP. BOLTS PLAN I ELEVATION PIPE GUARD @ FREEZER/COOLER 10 314'= 1'-0" RE: 1—A1 STEEL ANGLE 3'1 EXTERIO4DOOR-, 4'�EMBEODED COL. �-- PIPE GUARD PAINT TRAFFIC YELLOWRE: 3-A6 RACK PROTECTOR ANGLE 4'OSURFACE MOUNTED PIPE GUARD 6'OEMBEDOEO PAINT TRAFFIC PAINT TRAFFIC YELLOW j 3 YELLOW RE: 3-A6 RE: 10-A6 318' BASE PLATE CORNER LOCATIONS— PIPE GUARD LOCATIONS 5 3/4'= 1` 0' RE: 1-A1 4' PIPE GUP RE: 5-A6 NOTE: PROVIDE SOUND BATT. INSUL. IN WALL SHOWN WITH . TO A HEIGHT OF 10'-0' A.F. 17 TREADS @ 10' = 14'-2' STAIR SECTION 9 1/2'= 1'-0' RE: 1,4-A6 17-0 -0 2-8 3-4 1 3.4 1-0 E.W.C. IT —WATER HEATER MOUNTED ABOVE INISH MATERIAL ON 112' GYP. BO. ON 7/8' METAL FURRING CHANNELS @ 24' O.C. RE: ROOM FINISH SCHEDULE RECEIVING OFFICE 114' = 1'-0' RE: 1-A1 74'-B' TO U10JUL rMUL 1X6 00' GRADE PINE 113'-11' SEALED 110'-5' SUSPENDED ACOUSTICAL CEILING COMPUTER ROOM 111 PANELING ON — 1/2' GYP. BO. 1/2' C.O. PLYWOOD ON 3 518 MTL. STUDS @ 24'O.C. 100'-0' FIN. FLR. OFFICE END WALL SECTIC `,-,' 3/4" = 1' 0" RE: 1,4- 744-8 L_+_ SECTION @ STORAGE MEZZANINE 7 3/4' = 1'-0' RE: 1,4-A6 6-0 I 21-6 9-A6 F I �— NOTE: INSTALL 1/2" CO PLYWOOD ON 518''� MEZZANINE PLAN AROUND DUCVE T TO METAL STUDS OF INE FLOOR4 1 1120�STEEL HAND RAIL 1/8" = 1'-0' RE: 1-A6 ON WALL PROVIDE 3/4' C.O. LYW000 NOTE: PROVIDE SOUND BATT INSULATION WOOD BLOCKING IN 5'-6- WIDE X B'-0' HIGH ON WALL IN WALLS SHOWN WITH ammsomm WALL FOR ATTACHMENT WI 3 - 16' DEEP. SHELVES 24` O.C. TO A HEIGHT OF 10'-0' A.F.F. 25-11 20-6 VERT. W/ P YWOOD CE TER SUPPORT 1 OFFICE PLAN 1/8' = 1'-O'RE: 1-A1 SECURITY LAVATORIES H.C. LR STD. M48' OP MIRRORS @ EA. LAV, H.C.0' 18'W x 24'H STD. 18-W x 24-H SIDE GRAB BARS 13'MIN ABOVE SEAT 42' MIN. REAR GRAB BARS 13-MIN ABOVE SEAT 36' MIN. TISSUE DISPENSERS 19, HAND DRYER CONTROLS 40' ELEC. WATER COOLERS 32' SAN. NAPKIN DISPOSAL 19, OFFICE/MEZZANINE �QlJV1J 9� lY.t/ V V L'�111 lMl W lsl%�bISPJ y (, \\J FT. PIERCE, FL. FAC, PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22189 DRAWN BY: PR/A CHECKED BY: -____-_-_ SHEET A6 NUMBER: OF '9 3/4' X 12' X 9'-10" PLYWOOD SHELVES Wl PLASTIC LAMINATE AND 12 BRACKETS 10.0 ,Q co 4 ADJUSTABLE SHELF STANDARDS 48' HIGH, STARTING @ 3'-0' A.F.F. MANAGERS SHELVES 3/8' = 1'—O' RE: 1—A6 PLASTIC LAMINATE TOP & FRONT 2-6 I EDGE t ADJUSTABLE SHELF STANDARD co 3/4' PLYWOOD N �I` SHELF Co CABINET SECTION 3/8' = 1'—O' RE: 1—A6 i PLASTIC LAMINATE TOP & FRONT 2-6 EDGE 3/4' PLYWOOD SHELF ADJ. SHELF STANDARD 1 CABINET SECTION 3/8' = 1'-0" RE: 1-A6 6-4a 1 1/4' PIPE 2-6 SUPPORTS AND FLANGES rp N CASH ROOM COUNTER *j PLASTIC LAM. 'A' (TYP.) 3/4' AB PLYWO 2-6 BACKSPLASH " — — BLOCKING CONT. 1 1/4' DIA. PIPE I- @ 4'-0' O.C. " MAX/PAINT (TYP) COUNTER SECTION 1 1/2' = 1'-0' RE: 1—A6 p , wa '. 3-0 METAL STUDS 1"X2'X20 @ 16" D.C. GALV. WIF SCREEN TY WIRE SCREEN TYPICAL WOOD 2X4 WOOD 2X4 FRAME TYP. JAMB WOOD 2X4 FRAME TYI 3/4' PLYWOOD TOP, BACK AND SIDES SECURITY CAGE SECTION 3/8" = 1'-0' RE: 20—A7 SILL-2 LAYERS 3/4' PLYWOOD W/ 1X2 NOSING 1 1/4' PIPE LP SUPPORTS m r AND FLANGES N 2"X2' 1 RECEIVING OFFICE COUNTER 18 3/8' = 1'-0' RE: 2—A6 PLASTIC LAMINATE 2-6 TOP & FRONT EDGE 3/4' PLYWOOD co N o 1 CABINET SECTION 4 3/8' = 1'-0' RE: 1-A6 _co N PLASTIC LAMINATE TOP r- r• r a a a , v ti u� 2-0 3-6 3-6 �Y COMPUTER ROOM COUNTER 0 3/6' = 1'-0' RE: 1—A6 PLASTIC LAM. COUNTER TOP TOPS & SIDES PIANO HINGE 1' PLYWOOD HATCH W/ 1"X2' EDGING 1'X4' 'D' GRADE ALL SIDES PINE, (SEALED) COUNTER OPENING V 3/8' = 1'-0" RE: 1—A7 PLASTIC LAMINATE TOP 1 1/4' PIPE & EDGE I SUPPORTS 12-0 AND FLANGES , cP m a r a i cr 4-0" 4'.0* 4-0' CHECK WRITING COUNTER 3/8' = 1'—O' RE: 1—A4 2-0 M. SECURITY CAGE ELEV. Pn 318" = 1'-0' RE: 1—A6 ELECTRICAL DUPLEX 3 COMPARTMENT ECEPT'ACLE SINK W/ FIXED EL,EC. B-0 FRONT VENT PAN[ 3 0 4-0 1-0 _ —TOE S[3ACE 3/4' PLYWOOD SHELVES 1 EMPLOYEE LOUNGE COUNTER 3l87' = 1' 0" RE: 1—A6 H.M. GATE COUNTER OPEN ]NG ' 1l4" PLYWOOD PANELING '77 50 30 2-0" ^� CUSTOMER SERVICE COUNTER 1 3 3/8' = 1'-O' RE: 1-A6 18-2 4.1f 3.11 �4'0• I I 4-1 -1/4' PLYWOOD 0 WIRE DOORS FINISHED — — CUSTOMER SERVICE COUNTER g 3/8' = 1'—D" RE: 1—A6 2-0" (4 CONT. (8 CONT. <12 CONT. 1'-6' A.F.F. /4"RADIUS DGE X2 CONT. /2' PLYWOOD PLICE,PLATE X4 FRAMING @ 4" D.C. X4 STOP -- ASE 1 BENCH @ LOUNGE 6 1 1/2' = 1'-0' RE: 1-A6 LENGTH OF ROOM 2-6 .m 3-0 3 0 3-0" 3'V N 1 1/4' PIPE SUPPORTS AND FLANGES CASH ROOM COUNTER 1 3/8' = 1'—O" RE: 1—A6 3/4' AB PLYWOOD PLASTIC SEALED LAMINATE 'A' 2-0* 2-0 "N N rlj a RECEIVING DESK O 3/8' = 1'-0" RE: 1-A1 PLASTIC LAMINATE TOP AND EDGES �N 3/4' PLYWOOD TOP WI 1'X2' NOSING ,m 1X2 FRAMING Q 3/4' PLYWOOD 4 2XB CONT. CART BUMPER _ '0' GRADE PINE 29-6 3-0 5 6 3 0 7-0 m 3' 3z" 2-0" 7-0" r MEMBERSHIP COUNTER 3/8' _; 1'-D" RE; 1-A7 .� KNEE SPACE _ i i BELOW i PLASTIC LAMINATE TOP & EDGE 1 1/4- PIPE SUPPORTS �? 13-6 AND FLANGES HINGED TOP 4 et 4 E� 4-6� I 4-6 COUNTER BEHIND MEMBERSHIP 3/8' = 1'-O" RE: 1-A7 2-A7 5-A7 -Q 6-0 II 13.6 6-0' p] cU 1 MEMBERSHIP COUNTER 1/4' = 1'-0' RE: 1—A4 THIS SHEET FOR INFORMATION ONLY. NOT PART OF THIS CONTRACT. ALL ITEMS THIS SHEET PROVIDED AND INSTALLED BY WAL-MART. PLASTIC LAMINATE COLORS A—WILSONART NO. 1573-6 'FROSTY WHITE" 6—WILSONART NO. 072-13 'FEATHERSTONE" INTERIOR ELEVATIONS AJ T. PIERCE, FL, OB NUMBER: 148541 ATE: 5}�2--/RAWN BY: PR/:Jw HECKED BY; NUMBER: A t Nt iIF g q v GRI❑ RECEIVING DOCK MEN 0 son MEN MEN MINE 'N ililtrhqq loss CIGARETTE STAMPING son lion ME MEMO OEM 0 ELECTRICAL CLOSET on ;ICOMPUTER ROOM No On on I MEN on no MINE None on 0 FINISh MATERIAL0 son 1 soon EACH SIDE OF FINISH SCHEDULE Mile Mocummumm 901 loss No 0 No iSTAGING WOOD OR METAL STUD @ 16' O.C,on ONE 0 No no so 0 on MEMO Bonn mom on olooluo mom Boom mom ONE on m����mmon MEN MEN long OMMOMMOMMEMEMONE 1 � GRID 1 COLUMN DETAIL 1 112' = 1'-O" RE: 1-A6 FINISH MATERIAL ON 1/2' GYP. BO. FREEZERS ON 2 1/2' MTL.- - - - - -- OVERHEAD DOOR 7'-0' HIGH LYW000 � TRACK WALL ON META STUDS PLATE 1/8' r-PLYWOOD DOOR X 1'-0' CONT. EACH SIDE OF DOOR OPENING BY MBM. MIN. 12' CHANNEL -- - - - - - - - - - - -- BY MBM @ OPENING FOR COILING DOORS FREEZERS OVERHEAD DOOR HEAD COLUMN DETAIL DOOR DETAIL 1 112" = 1'-O' RE: 1-A1 1 7 1 1/2' = 1'-0' RE: 1-A4 1 61 1/2' = 1'-0" RE: 2-A3 CONC. SLAB METAL THRESHOLD PLYWOOD FLUSH W/ SLAB METAL PANEL SEALANT (BY OTHERS) SEALANT HEAT TAPE ALUMINUM ALUMINUM (BY OTHERS) FRAMED DOOR FRAMED DOOR (AUTOMATIC) (AUTOMATIC) 2 - 2X12 REDWOOD CUT DOWN @ 1 2 1 22' SILL BY GENERAL CONTRACTOR L3 1/2X3 1/2X1/4 4 METAL PANEL a n i METAL PANEL "r JAMB DETAIL 14 JAMB DETAIL 1 SILL @ FRZR./CLR. 1 1/2' = 1'-0' RE: 1-A1 1 112' = 1'-O' RE: 6-A2 3' = 1'-0' RE: 1-A1 STUDS FOAM CLOSURE T CLOSURE TRIM ALUMINUM FRAME DOOR (DOUBLE ACTING) ALUMINUM STOREFRONT Q JAMB DETAIL O 3-' = 1'-O' RE; 1-A4 MTL. PANEL'' CLOSURE 4' k STOREFRONT w AS SCHEDULED JAMB DETAIL 7 1 112'-1'-O' RE: 1-A6 DING OR FIXED S5 WINDOW 2X4 WOOD STUDS @ 16' O.C. RE: ROOM FINISH SCHEDULE WINDOW DETAIL MATERIAL • w w w • • wa among r .. ©■■■■MEN oil ■moms ■■■■�■■■■©■■ ■■■■■■■MME ME 1• 1 1■■■■■■■■�■■■■MEN ■■■■■■■■■■■■■■■■■-IiNX7'-O*Xl 3/4 ©■■■©0■■�■■■■0■■■■■©■■■■■©■■i■■■■�WA :��\►�1�\\\?\\\\\\\ \\\\\\\ 1\�\\`�\`�` • u • • o©mil 1 ■©■■■■■©■■■■©■■■■■■■a©©■■■■■■ ' O®il • : ■■■■©■■■■�ii■■©■■■■■■®■■®©ice■■■■®� 1. 4' HEAD R OUIRED 2, STAINLESS STEEL KICK PLATE 3. GYP. BD. DES NOT REQUIRE TAPING & BEDDING 4. DOOR GRIL E REQUIRED 5. PLYWOOD 0 OUTSIDE OF WALL (PLYWOOD NLY ON ONE SIDE OF WALL B TWEEN CLAIMS & ICIGARET E STAMPING) 6. 7'-2' FRA E HEIGHT 7. 112' C-D YW000 5'-7' HIGH B. SINGLE AC NG NON AUTOMATIC DOORS DOCK SEAL _ I EXCEPT @ METAL � DOORS 5 8 14 PANEL — WIRE MESH i :,. CLOSURE 2X4 WOOD FRAME 118' X 1'-0' PLATE •N ¢ •o CONT. EACH SIDE SEALANT o `" OF DOOR OPENING 1X2 WOOD TRIM ¢ BY MBM 5MBM _Lvi: j. SEALANT � 1'x1 112' WOOD STRIP MIN. 12' CHANNEL BY o @G FOR PLYWOOD GUSSET ROLL UPPDOORS 'F HOLLOW METAL EACH SIDE OVERHEAD ix DOOR 8 FRAME WIRE MESH SECTIONAL DOOR AS SCHEDULED 2X4 FRAME DOOR 12 HEAD DETAIL 1 HEAD DETAIL OVERHEAD DOOR JAMB _ 3' = 1'-0' RE: 1-A2 1 112' = 1'-0' RE: 1-A6 � O 3/4' = 1'-0" RE: 3-A4, 5-A3 CLOSURE TRIM i DOCK SEAL i EXCEPT @ DOOR 5 BE: ROOM FINISH FOAM CLOSURE � SCHEDULE ! METAL STUDS @ 16' O.C. II .Q HOLLOW METAL `L DOOR FRAME -DOOR AS SCHEDULED JAMBDETAIL 1 1/2' - 1' 0' RE: 1-A6 GLASS 1/8' X 1'-0' PLATE CONT. EACH SIDE OF DOOR OPENING BY MBM I��I MIN. 12' CHANNEL BY MBM @ OPNENING FOR COILING DOORS MULLION DETAIL OVERHEAD DOOR HEAD 3/4' = 1'-0° RE: 3-A3 3' = 1'-0' RE: 1-A4 ALUMINUM STOREFRONT cr SI L DETAIL 3' = 1'-0' RE: 3-A4 Cc ALUMINUM FRAME DOOR (SINGLE ACTING)4. w z 0 0 OVERH SECTI ' "tn n h 'i r = , G SEAL OVERHEAD SECTIONAL BUMPER C EC:l EXT. INSUL. & FINISH SYSTEM CLOSURE CELL FOAM METAL DRIP 2X TREATED BLOCKING SEALANT MOTION DETECTOR ACTIVATIQN ON APPROAC SIDE OVERHEAD OPERATOR 8 ALUM. HEADER ALUMINUM STOREFRONT JA B DETAILTRANSOM HEAD DETAIL 3' = 1'-0' RE: 1-A41 3' = 1'-0' RE: 3-A4 H 6` 12'-0 16' DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9 MATERIAL • w w w • • wa among r .. ©■■■■MEN oil ■moms ■■■■�■■■■©■■ ■■■■■■■MME ME 1• 1 1■■■■■■■■�■■■■MEN ■■■■■■■■■■■■■■■■■-IiNX7'-O*Xl 3/4 ©■■■©0■■�■■■■0■■■■■©■■■■■©■■i■■■■�WA :��\►�1�\\\?\\\\\\\ \\\\\\\ 1\�\\`�\`�` • u • • o©mil 1 ■©■■■■■©■■■■©■■■■■■■a©©■■■■■■ ' O®il • : ■■■■©■■■■�ii■■©■■■■■■®■■®©ice■■■■®� 1. 4' HEAD R OUIRED 2, STAINLESS STEEL KICK PLATE 3. GYP. BD. DES NOT REQUIRE TAPING & BEDDING 4. DOOR GRIL E REQUIRED 5. PLYWOOD 0 OUTSIDE OF WALL (PLYWOOD NLY ON ONE SIDE OF WALL B TWEEN CLAIMS & ICIGARET E STAMPING) 6. 7'-2' FRA E HEIGHT 7. 112' C-D YW000 5'-7' HIGH B. SINGLE AC NG NON AUTOMATIC DOORS DOCK SEAL _ I EXCEPT @ METAL � DOORS 5 8 14 PANEL — WIRE MESH i :,. CLOSURE 2X4 WOOD FRAME 118' X 1'-0' PLATE •N ¢ •o CONT. EACH SIDE SEALANT o `" OF DOOR OPENING 1X2 WOOD TRIM ¢ BY MBM 5MBM _Lvi: j. SEALANT � 1'x1 112' WOOD STRIP MIN. 12' CHANNEL BY o @G FOR PLYWOOD GUSSET ROLL UPPDOORS 'F HOLLOW METAL EACH SIDE OVERHEAD ix DOOR 8 FRAME WIRE MESH SECTIONAL DOOR AS SCHEDULED 2X4 FRAME DOOR 12 HEAD DETAIL 1 HEAD DETAIL OVERHEAD DOOR JAMB _ 3' = 1'-0' RE: 1-A2 1 112' = 1'-0' RE: 1-A6 � O 3/4' = 1'-0" RE: 3-A4, 5-A3 CLOSURE TRIM i DOCK SEAL i EXCEPT @ DOOR 5 BE: ROOM FINISH FOAM CLOSURE � SCHEDULE ! METAL STUDS @ 16' O.C. II .Q HOLLOW METAL `L DOOR FRAME -DOOR AS SCHEDULED JAMBDETAIL 1 1/2' - 1' 0' RE: 1-A6 GLASS 1/8' X 1'-0' PLATE CONT. EACH SIDE OF DOOR OPENING BY MBM I��I MIN. 12' CHANNEL BY MBM @ OPNENING FOR COILING DOORS MULLION DETAIL OVERHEAD DOOR HEAD 3/4' = 1'-0° RE: 3-A3 3' = 1'-0' RE: 1-A4 ALUMINUM STOREFRONT cr SI L DETAIL 3' = 1'-0' RE: 3-A4 Cc ALUMINUM FRAME DOOR (SINGLE ACTING)4. w z 0 0 OVERH SECTI ' "tn n h 'i r = , G SEAL OVERHEAD SECTIONAL BUMPER C EC:l EXT. INSUL. & FINISH SYSTEM CLOSURE CELL FOAM METAL DRIP 2X TREATED BLOCKING SEALANT MOTION DETECTOR ACTIVATIQN ON APPROAC SIDE OVERHEAD OPERATOR 8 ALUM. HEADER ALUMINUM STOREFRONT JA B DETAILTRANSOM HEAD DETAIL 3' = 1'-0' RE: 1-A41 3' = 1'-0' RE: 3-A4 H 6` 12'-0 16' DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9 • u • • o©mil 1 ■©■■■■■©■■■■©■■■■■■■a©©■■■■■■ ' O®il • : ■■■■©■■■■�ii■■©■■■■■■®■■®©ice■■■■®� 1. 4' HEAD R OUIRED 2, STAINLESS STEEL KICK PLATE 3. GYP. BD. DES NOT REQUIRE TAPING & BEDDING 4. DOOR GRIL E REQUIRED 5. PLYWOOD 0 OUTSIDE OF WALL (PLYWOOD NLY ON ONE SIDE OF WALL B TWEEN CLAIMS & ICIGARET E STAMPING) 6. 7'-2' FRA E HEIGHT 7. 112' C-D YW000 5'-7' HIGH B. SINGLE AC NG NON AUTOMATIC DOORS DOCK SEAL _ I EXCEPT @ METAL � DOORS 5 8 14 PANEL — WIRE MESH i :,. CLOSURE 2X4 WOOD FRAME 118' X 1'-0' PLATE •N ¢ •o CONT. EACH SIDE SEALANT o `" OF DOOR OPENING 1X2 WOOD TRIM ¢ BY MBM 5MBM _Lvi: j. SEALANT � 1'x1 112' WOOD STRIP MIN. 12' CHANNEL BY o @G FOR PLYWOOD GUSSET ROLL UPPDOORS 'F HOLLOW METAL EACH SIDE OVERHEAD ix DOOR 8 FRAME WIRE MESH SECTIONAL DOOR AS SCHEDULED 2X4 FRAME DOOR 12 HEAD DETAIL 1 HEAD DETAIL OVERHEAD DOOR JAMB _ 3' = 1'-0' RE: 1-A2 1 112' = 1'-0' RE: 1-A6 � O 3/4' = 1'-0" RE: 3-A4, 5-A3 CLOSURE TRIM i DOCK SEAL i EXCEPT @ DOOR 5 BE: ROOM FINISH FOAM CLOSURE � SCHEDULE ! METAL STUDS @ 16' O.C. II .Q HOLLOW METAL `L DOOR FRAME -DOOR AS SCHEDULED JAMBDETAIL 1 1/2' - 1' 0' RE: 1-A6 GLASS 1/8' X 1'-0' PLATE CONT. EACH SIDE OF DOOR OPENING BY MBM I��I MIN. 12' CHANNEL BY MBM @ OPNENING FOR COILING DOORS MULLION DETAIL OVERHEAD DOOR HEAD 3/4' = 1'-0° RE: 3-A3 3' = 1'-0' RE: 1-A4 ALUMINUM STOREFRONT cr SI L DETAIL 3' = 1'-0' RE: 3-A4 Cc ALUMINUM FRAME DOOR (SINGLE ACTING)4. w z 0 0 OVERH SECTI ' "tn n h 'i r = , G SEAL OVERHEAD SECTIONAL BUMPER C EC:l EXT. INSUL. & FINISH SYSTEM CLOSURE CELL FOAM METAL DRIP 2X TREATED BLOCKING SEALANT MOTION DETECTOR ACTIVATIQN ON APPROAC SIDE OVERHEAD OPERATOR 8 ALUM. HEADER ALUMINUM STOREFRONT JA B DETAILTRANSOM HEAD DETAIL 3' = 1'-0' RE: 1-A41 3' = 1'-0' RE: 3-A4 H 6` 12'-0 16' DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9 1. 4' HEAD R OUIRED 2, STAINLESS STEEL KICK PLATE 3. GYP. BD. DES NOT REQUIRE TAPING & BEDDING 4. DOOR GRIL E REQUIRED 5. PLYWOOD 0 OUTSIDE OF WALL (PLYWOOD NLY ON ONE SIDE OF WALL B TWEEN CLAIMS & ICIGARET E STAMPING) 6. 7'-2' FRA E HEIGHT 7. 112' C-D YW000 5'-7' HIGH B. SINGLE AC NG NON AUTOMATIC DOORS DOCK SEAL _ I EXCEPT @ METAL � DOORS 5 8 14 PANEL — WIRE MESH i :,. CLOSURE 2X4 WOOD FRAME 118' X 1'-0' PLATE •N ¢ •o CONT. EACH SIDE SEALANT o `" OF DOOR OPENING 1X2 WOOD TRIM ¢ BY MBM 5MBM _Lvi: j. SEALANT � 1'x1 112' WOOD STRIP MIN. 12' CHANNEL BY o @G FOR PLYWOOD GUSSET ROLL UPPDOORS 'F HOLLOW METAL EACH SIDE OVERHEAD ix DOOR 8 FRAME WIRE MESH SECTIONAL DOOR AS SCHEDULED 2X4 FRAME DOOR 12 HEAD DETAIL 1 HEAD DETAIL OVERHEAD DOOR JAMB _ 3' = 1'-0' RE: 1-A2 1 112' = 1'-0' RE: 1-A6 � O 3/4' = 1'-0" RE: 3-A4, 5-A3 CLOSURE TRIM i DOCK SEAL i EXCEPT @ DOOR 5 BE: ROOM FINISH FOAM CLOSURE � SCHEDULE ! METAL STUDS @ 16' O.C. II .Q HOLLOW METAL `L DOOR FRAME -DOOR AS SCHEDULED JAMBDETAIL 1 1/2' - 1' 0' RE: 1-A6 GLASS 1/8' X 1'-0' PLATE CONT. EACH SIDE OF DOOR OPENING BY MBM I��I MIN. 12' CHANNEL BY MBM @ OPNENING FOR COILING DOORS MULLION DETAIL OVERHEAD DOOR HEAD 3/4' = 1'-0° RE: 3-A3 3' = 1'-0' RE: 1-A4 ALUMINUM STOREFRONT cr SI L DETAIL 3' = 1'-0' RE: 3-A4 Cc ALUMINUM FRAME DOOR (SINGLE ACTING)4. w z 0 0 OVERH SECTI ' "tn n h 'i r = , G SEAL OVERHEAD SECTIONAL BUMPER C EC:l EXT. INSUL. & FINISH SYSTEM CLOSURE CELL FOAM METAL DRIP 2X TREATED BLOCKING SEALANT MOTION DETECTOR ACTIVATIQN ON APPROAC SIDE OVERHEAD OPERATOR 8 ALUM. HEADER ALUMINUM STOREFRONT JA B DETAILTRANSOM HEAD DETAIL 3' = 1'-0' RE: 1-A41 3' = 1'-0' RE: 3-A4 H 6` 12'-0 16' DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9 ALUMINUM STOREFRONT cr SI L DETAIL 3' = 1'-0' RE: 3-A4 Cc ALUMINUM FRAME DOOR (SINGLE ACTING)4. w z 0 0 OVERH SECTI ' "tn n h 'i r = , G SEAL OVERHEAD SECTIONAL BUMPER C EC:l EXT. INSUL. & FINISH SYSTEM CLOSURE CELL FOAM METAL DRIP 2X TREATED BLOCKING SEALANT MOTION DETECTOR ACTIVATIQN ON APPROAC SIDE OVERHEAD OPERATOR 8 ALUM. HEADER ALUMINUM STOREFRONT JA B DETAILTRANSOM HEAD DETAIL 3' = 1'-0' RE: 1-A41 3' = 1'-0' RE: 3-A4 H 6` 12'-0 16' DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9 G SEAL OVERHEAD SECTIONAL BUMPER C EC:l EXT. INSUL. & FINISH SYSTEM CLOSURE CELL FOAM METAL DRIP 2X TREATED BLOCKING SEALANT MOTION DETECTOR ACTIVATIQN ON APPROAC SIDE OVERHEAD OPERATOR 8 ALUM. HEADER ALUMINUM STOREFRONT JA B DETAILTRANSOM HEAD DETAIL 3' = 1'-0' RE: 1-A41 3' = 1'-0' RE: 3-A4 H 6` 12'-0 16' DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9 DOOR/RM FINISH SCHEDULE FT. PIERCEr FL. � FAC. PLAN: 3019 JOB NUMBER: 148541 DATE: 5/22/89 (� DRAWN BY: PRIJB CHECKED BY: ________ \� v SHEE7 Q NUMBER: / \ OF 9