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HomeMy WebLinkAboutBuilding PlansI I 26 25 SECTION CORNER FOUND RAILROAD SPIKE 35' 36 ST. LUCIE BOULEVARD S.R. 608 �{a�. r J 1 1 I'_Y} itM3"ygrr f yf} , x S:"+v { 'y{fgS"Wd YygXp�uf• dk G �'ys 1 I I I +'Js n�V� '-i h�'�'�t�'7i'`�" r '::.. ;J�w}�z r ? �nc`5 , a t ' :,g• .0 '. iq 713 Ap� z ,ayIv—pr�.l 1777 `'s i 1 1 I � '��.,.€. m I Wy„�,F �'.. N`r` r7 1 I 1 I ,%7 i Y'3w °'F`4*n, �•"fG'z>f v* � x fifits,>{' st4 S;yT s v C �t sir'' � ", .��� �, yFi��.yi � � ,++"✓�t�,��{� �,'� 1 y.Nr Ty:,�✓SAtvs"fiv ;k„�'& .m�tz.3"#scrKy% r d II I �2d021ArorosMt(�IP��!touxN� c� andt�a4rr(Itr.T ^f I I I I I I I I I I I ( I I I� I Q I LOCATION MAP (NOT TO SCALE) 00 z l I LEGAL DESCRIPTION; Z I O THE NORTH 452.50 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, SECTION 36, Qw I Ld I , TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. L CIE COUNTY, FLORIDA; LESS AND I I I EXCEPTING THEREFROM THE WEST 74.00 FEET FOR ROAD AND CANAL RIGHTS -OF -WAY. w w LU I N Z I1 O00 C) 13 I Z I I 1 found 4"x4" I I Iconcrete monument x EX o identification I I I 1 I I I j I _X X-- u.os• I I I � I I O I o' I O I I 1 LO i N I I N `�I I rli to I I y dh: I I V ) I IZaIW �' L) �IH I P—.40 O 1 IH owo �I I 1 r_, gal¢ �I h+4 W I U I W 'C14=m N Z 1 ^ 00 I xl N Do 3 0 1 j 0- r OI I 1 1"ri z i � I W a I �I I I W 237.45' FBI z I I I � HI I Z_ 1 � I 1 N w I I •y. �� w I I � I I ~ 1 �I I I I I ai wl U� 237.45' I 140a eo.od' � I 1 1 I set Iron rod 1 (SITE BENCHMARK and cop TOP OF IRON ROD Ib 4644 IAND CAP LB4644 I ITRAV. PT. IELEV=20.16 I , I J,153AB.DWG DISK #CD59 I 1 X Boundary & Topographic Survey Performed For Atlantic�`'�°uss Co., Ltd. ABBREVIATIONS AND SYMBOLS IRC IRON ROD AND CAP OAK SANITARY MANHOLE SIGN LB LICENSED BUSINESS NO. NUMBER PINE OD DRAINAGE MANHOLE LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT ILO PALM ® WELL 0 MAIL OR PAPERBOX MEAS. MEASURED P.U,D,E, PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT gOUTHERN BELL BOX FD. FOUND C C SHRUB wv p (,ABLE TV BOX O.R,B. OFFICIAL RECORD BOOK WATER VALVE P.R,M, PERMANENT REFERENCE MONUMENT MAPLE ca� P.C,P, PERMANENT CONTROL POINT 'bp° WATER METER I?OWERPOLE BM BENCHMARK �^ `� CITRUS CLEANOUT ELECTRIC BOX F.F, FINISH FLOOR ELEV. ELEVATION ELM jip- LINDERGOUND UTILITIES SIGN E.O,P. R EDGE OF PAVEMENT ® CATCH BASIN O MONITORING WELL L RADIUS ® CURB INLET DELTA MISC. TREE sv L LENGTH Ruv N REUSE WATER VALVE SANITARY VALVE I.D. IDENTIFICATION IRv SEC. SECTION IRRIGATION VALVE g jELEPHONE MANHOLE TWP. TOWNSHIP RGE, RANGE ® YARD DRAIN ® POST WOOD OR STEEL PROPOSED DRAINAGE ❑ CONCRETE POWER POLE NI IA/ - / A Y-1r- TI Ir"' NI IAI 1 / A I N. VV / `1 lJI I FPL_. I V. VV N I A 9b50 58"E „ BARBED WIRE FENCE $ S89'50'58"E e a N N GRAPHIC SCALE 50 a 25 so 100 ( IN FEET ) 1 inch = 50 ft. 1257.11 0 I NORTH 452,50' OF THE REPORT If SURVEY: I • TYPE OF SUR\/EY: BOUNDARY I •SURVEYOR L9 RESPONSIBLE CHARGE: ROD GEED P.S.M. 3916 MASTELLER, MOLER & REED, INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 2205 14TH AVENUE VERO BEACH, FLORIDA 32960 - PHONE (772) 564-8050 • THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNINGPARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES.. *HORIZONTAL CONTROL ACCURACY: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAC), AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (61(317-6.003(E) FAC) IS SUBURBAI THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY IS 1 FOOT IN 500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED COMETRIC FIGURE WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTALF EATURE. ACCURACY: TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES,'OWERPOLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACURACY OF PLUS OR MINUS 0.25 FEET. • VERTICAL C01TROL ACCURACY. VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCRATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IP dILES. • VERTICAL FETURE ACCURACY: ELEVATION; ON THE SITE (GROUND, PAVEMENT, INLETS, ETC.) HAVE VERTICAL FEATURE ACCURACY OF PLUS OR MINUS 0.10 FEET. •FIELD WORK !AS OBTAINED DURING THE FOLLOWING TIME FRAME OR DATE: 3/10/03 THRU 3/11/03 • THE BEARIN(BASE FOR THIS SURVEY IS AS FOLLOWS: A ASSUMED B THE WESLINE OF SECTION 36 AS DEPICTED ON THIS PLAT C THE BEA14G IS N00'28'02"E THE ELEVATlJS AS SHOWN ON THIS SURVEY ARE BASED ON THE NATIONAL GEODETIC VERTICAL D!JM OF 1929. THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS: FLDEP MONUMENT M 483. ELF%TION IS 19.11 NAVD 88 AND t'ONVERTED USING CORPSWIN, VERSION 5.11.08 CONVERSION ROGRAM. N.G.V.D. 29 ELEVATION=20.32. THE SITE BE:HMARK FOR THIS PROJECT IS THE TOP OF AN IRON ROD AND CAP STAMPED TRAV. LB 44 AS DEPICTED ON THIS SURVEY. ELEVATION=20.16 • NO INSTRUMTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNI"--D TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEYOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. •THE PARCELF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP 111C0175 F, DATED AUGUST 19th, 1991, *UNLESS A CPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. •ALL MEASURENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE SIDARD4. OF THE UNITED STATE%, • THERE IS APXISTING OVERHEAD POWERLINE LOCATED 63' +/- EAST OF THE EAST RIGHT-OF-V LINE OF S.R. 713 (KINGS HIGFIWAY). THERE IS AN FPL RIGHT-OF-WAY AGREEMENT'-D IN DEED BOOK 74, PAGE 514 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLOA, WHICH IS UNPLOTTABLE AND APPEARS TO BE A BLANKET AGREEMENT TO GRANT FPL RIGHT TO SET AND MAINTAIN A LINE OF POLES FOR ELECTRICAL TRANSMISSICAND DISTRIBUTION LINE, AND THE NECESSARY APPURTENANCES FOR SUCH LINES ON TFPROPCRTY. • THERE IS AP°L EASEMENT / RIGHT-OF-WA'Y FILED IN DEED BOOK 218. PAGE 176 OF THE PUBLIC REC(S OF ST. LUCIE COUNTY, FLORIDA WHICH IS UNPLOTTABLE (CENTERLINE IS DEPICTED ON DUE TO THE FAILURE OF THE DOCUMENT TO GIVE THE WIDTH OF SUCH EASEMENT /GHT-OF'-WAY. EXIP OFFS ITE DITCH -_,,I set iron rod X and Ib 4644 Dv S.W. 1/4 Off' THE N.W. 1/4 SECTION 36-34-30 13.06 ACRES 1257.55 �C ` N n 1- VIIIIIII 414 I T T I dr �.. j o o l C1 %� v z `e0-0 Y I O Ll �U 0 set iron rod and cap Ib 4644 r 0 U z x ww I ,I [Y O ILL. w� i �I1 0 N O a I� a O to Do i 't . Ln (01 w N wN CD q s U [` U CD o C w In O N t'7 z S Q w m M M d 0- _ w 3 I w O Wr > w z Z <Gi ~ I M r O D_ M m n 0 w w a Of 0.w z w V)of W U W O L) o m :2 O F 0 S w ❑ S d V D In I 0 V LL - 1r a O O U j m m t9 II LL O N 0 w 0 0 \ 0 0 0 0 o m W I- F- W O Z Q O W Y W W Q F- W a n N Z 1- Q 01 O_ Q. I CIO T U (n T (n 157 5 SITE INFORMATION ABBREVIATIONS AND SYMBOLS OWNER WASTEWATER SOURCE IRC IRON ROD AND CAP SANITARY MANHOLE SIGN OAK o o o H \ LB LICENSED BUSINESS ST. LUCIE BOULEVARD S.R. 608) m m ATLANTIC TRUSS COMPANY, LTD. WASTEWATER FLOW NO. ' NUMBER OD DRAINAGE MANHOLE LIGHT POLE PINE FT, N.W. DAL1ST STREET: TRUSS FACTORY = 70 PEOPLE(15 GPD/PERSON)= 1,050 GALLONS R/W RIGHT OF WAY FT. LAUDERIYIIE, FLORIN 33309 � m SECTION CORNER SEPTIC TANK SIZE = 2,20D GALLON TANK CM CONCRETE MONUMENT WELL ® MAIL OR PAPERBOX 26 954-491-3310 FOUND RAILROAD SPIKE MEAS. MEASURED PALM w '^ 0 25 ATTENTION: N. TUCKER DOSING CHAMBER = 1,200 GALLON ♦ SOUTHERN BELL BOX w R __- DRAINFIELD SIZE REQUIRED = 1,050 GALLONS(0.65 SF/GALLON) = 1,615 SF P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT � HYDRANT o a o 0 USE DUAL 825 SF DRAINFIELDS FD. FOUND wV SHRUB r ZONING: IL 35' 36 ST. LIICI' SURVEYOR LANDSCAPE ARCHITECT CABLE Tv Box o o o DRAINFIELD SIZE PROVIDED = 1,650 SF (DUAL 825 SF) O.R.B.ORBOFFICIAL RECORD BOOK WATER VALVE � S ® LAND USE: IND ® a4 MASTELLER, MOLER & fD° INC. P.R.M. PERMANENT REFERENCE MONUMENT ids MAPLE 3 0 3 3 RE THOMAS LUCIDO AND ASSOCIATES, INC. GREEN AREA REQUIRED = 1,650 SF X 2 = 3,300 SF s `� POWERPOLE P.C.P. PERMANENT CONTROL POINT. ""0° WATER METER o " o 2205 14TH AVENUE 100 AVENUE A, SUITE 2A GREEN AREA PROVIDED = 4,500 SF d z ui C/Lli i'f�li. VERO BEACH, FLORIDA 32960 FT. PIERCE, FLORIDA 32950 BM BENCHMARK ` CLEANOUT �- ELECTRIC BOX CITRUS 1 PHONE (772) 564-8050 PHONE (772) 467-1301 WATER SOURCE F.F. FINISH FLOOR w r PROPOSED g a a aEn a a w _ ,: ELEV. ELEVATION �- UNDERGOUND UTILITIES SIGN. w w ww w w S. PROPOSED ON SITE WELL CATCH BASIN ELM `? : Q ZONING: IL m 0 urs m m r ZONING LAND USE E.O.P. EDGE OF PAVEMENT ® ® MONITORING WELL ± - z = SITE LAND USE: IND ® �� IL TAX PARCEL I.D. NUMBER(S) R RADIUS 1m CURB INLET ,', ZONING. IL IND 41 DELTA SV ��`[ g 1 \> I I 1336-231-0001-000-2 L LENGTH X REUSE WATER VALVE 4 i MISC. TREE ® Q a --------- 1. Q RUV SANITARY VALVE 6 = LAND USE: IND ® SETBACKS D. IDENTIFICATION to IRV FRONT = 25 FEET SITE ADDRESS SEC. SECTION IRRIGATION VALVE 98)F TELEPHONE MANHOLE z REAR = 20 FEET KINGS HIGHWAY TWP. TOWNSHIP ® POST WOOD OR STEEL I Y ZONING: IL 0 0 SIDE = 10 FEET FT. PIERCE, FLORIDA RGE. RANGE YARD DRAIN 7 O ® �+ PROPOSED DRAINAGE El CONCRETE POWER POLE BUILDING TYPEAND HEIGHT LEGAL DESCRIPTION I LAND USE: IND ® n N o M m :2 I OFFICE (C.B.S. BUILDI )= 20'-0" THE NORTH 452.50 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST rKr-KTY LINE 0 of U: :2 WAREHOUSE (METAL B .) = 26'-7" 1/4 LESS THE WEST 74.00 FEET FOR ROAD AND CANAL RIGHT-OF-WAY. 1 I I PR P05ED 5TOKM ATEK SITE E� DATA _ 568,942 SF = 13.06 AC COUNTY, FLORIDA. '-- _W.- - p LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE 16' 6' 113' 8' 18' ',I 00 G EA - 100.0% ANA&EMENT TKA T Ntq BUILDIN AR = 63,750 SF = 1.46 AC = 11.21. CA CONCRETE AREA = 635 SF = 0.01 AC = 0.1% PAVEMENT AREA = 151,700 SF = 3.49 AC = 26.7% TOTAL IMPERVIOUS ARE =216,085 SF = 4.96 AC = 38.0% TOTAL OPEN AREA='352,857 SF = 8.10 AC = 62.0% I ® PARKING DAT 1 I I PARKING REQUIRED = t SPACES/1,000 SF(63,750 SF) PLUS SPACES/1,000 SF(5,000 SF) = 153 SPACES PARKING PROVIDED = 53 SPACES (147 STANDARD AND 6 HANDICAPPED) PERMITS REQUIRED ST. LUCIE COUNTY SITE PLAN APPROVAL I I I ST. LUCIE COUNTY TR REMOVAL PERMIT ST. LUCIE COUNTY LA CLEARING PERMIT I I I S.F.W.M•D. ENVIRONME AL RESOURCE PERMIT S.F.W.M.D. WELL CONS MPTIVE USE PERMIT F.D.O.T• DRIVEWAY CO ECTION PERMIT F.D.O.T, STORMWAT'ER NECTION PERMIT ST. LUCIE COUNTY H TH DEPARTMENT FOR SEPTIC SYSTEMS F.P.F.W.C.D. DRAINAGE NECTION PERMIT SURVEY BENCLWAARK W I I THE ELEVATIONS AS - ON THIS SURVEY ARE BASED ON I m M THE NATIONAL GEODE C VERTICAL DATUM OF 1929. THE ESTABLISHED c9 7 o I BENOWARK FOR THI SURVEY IS: FLDEP MONUMENT M 483. ELEVA:ON IS 19.11 N 88 AND CONVERTED USING CORPSWIN z VERSMIM 5.11.06 CON ON PROGRAM. N.G.V.D. 29 ELEVATION=20.32. U THE §IfE BENCIiAARK OR THIS PROJECT IS THE TOP OF AN IRON ROD Q wit AND §AP STAMPm TR V. LB 4644 AS DEPICTED ON THIS SURVEY. Ld m IO ELEVAf"=20.16 1 ( I coNISTRUCTION SCHEDULE I W v Ld l I START CONSTRUCTION-DECEMBER 2003 o J END WNSTRUCTION JUNE 2004 00 o FLOOD ZONE d EX15TINL ((', Pt O 0 03 20.5 20,5 I DITCI P - O - 16.0 16.0 1g. - PROPERTY LINE_ KINCa'5 HIGHWAY U1 Ir;s 3' 4 4 - - 14.0 14.0 1 8.0 1 y1' �g 225 2 .50 ') ® SECTION A -A ''� -� ,. - --- ,� m 11, N.T.S. O w- w O 0 $ d l 36" KGP U E W � ; 4� PK IPEKTY LINE INV. EL. 15.50'1 ® w Y N SECTION C-C - $ r U) aLA 30' DRAINAGE EASEMENT N.T.S. j U IN 15' 10' S' �t z to U3 PK4F'EKTY LINE c01 a] 0 < SEED AND ULGH I - I t_1 C4 0 x 1L jj r-ftt HIGHWAY 4' 12' 6' 20' t > a MATCH EXIST. �RADE �. ( 205 2p,5, AT PROPERTY LINE �ry 5HL K 1 I ro ryry. --- 3 MAX. MAX. ry ryry. 1 ARIE NOTE �� �� ( O 18.0' TO 20.0' FULLY 50D OK 5EED 4), AND MULCH AKEA A5 SECTION BBB SHOWN ADOVE. 3 11 1 6 N.T.S. - 4 z I THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE 'X' k H-20 TRAFFIC BEARING GRATE SECTI N D-C7 I PER FLOOD INSURANCE RATE MAP 12111 C0175 F, DATED AUG. 19, 1991. THERE IS AN EXISTING OVERHEAD POWERLINE LOCATED 63' +/- EAST OF THE EAST --- 8 EXISTING 3D" R 113 x RIGHT-OF-WAY LINE OF S.R: 713 KINGS HIGHWAY . NO EASEMENT DOCUMENT HAS BEEN a. N.T.S. E. INV. EL. = 1 .53' INV. EL. = 15.60' PROVIDED THAT WOULD ALLOW THIS USE AND THIS IS POTENTIALLY AN ENCROACHMENT < I q 1 54 LF OF 18" RCP ® ZONING: iN ® N. W 1/4 OF THE N.W. 1/4 ONTO PRIVATE PROPERTY. ! -,EXISTING OFFSITE DITCH ' wA° ry set iron rod �� D yo S. INV. EL. - 16.50' 15' LAND US m I ^; 50 Li QF 18" ADS N-12 SECTION 36-34-39 �' and of 0,� xx_�S _ xF x , 5 h 1 1�- x x x X- ® X 9 S 50 58 E ARBED WI FENCE 6s +1 e<� Ib 6 'ti µ N�? ...:...._.,.ry..w.... 265 LF OF 18" ADS N-12x - -x--- E tE n 1257.11 x5'1/�� + o' 42 y e e 2 U L 30" Rt-1 STOP' SIGN o• g 50 z.o so ° " zo;5o " PAI D WHITEFECU , ^ 0 F OF ® ADS N- 2 ® 250 LF OF 1 ADS NW1 ry0 s 8.13 _ m -24" ESTOP BAR + �� ,\ y0•. (� 5 _ 1.00 +` FUTURE DEVELOPMENT AREA. �- 0?k - ,„ .10�(1. 0 L # 24" WIDE STOP AR 1 6 zi.e zt.3 p 2a. .- ROPOSEDY i ® +a1 1 J0 0 MAXIMUM IMPERVIOUS AREA�AINTED WHITE C a 1 a ATE LOCA3' m ry - a ��9. " 20.50 " I ry0' = 100% (143,000 SF) o°j 0 1 - 'I 2z. �T` -30" R1- STOP SIGN EDGESAWC T MATCH EXISTING ,�. z.00 t.6o 20R = } s i +lar EDGE F PAVEMENT a y o• P `°' Ary 10 10�o i 1 NP ------ --- --_--- 1$" CMP 16, �` 19.22g'�M1' 0.5 I I I 5 - ---82' 1b .7 10 A 10 1 11 1. 0 10' 1.2 1 SP CE A 10 • NORTH IN -15:14 X •. Io o I I of LL -0 ,. �? 1- SOUTH IN -1476 + (REMOVE EXIS NG 18" CM '` -I- Xi8.96 :f� to o I I -uI 00 I MANEUVERING, LOADING AND AND REGRRADE ISWALE) 16.vj'3.21 T' g• I ` 6lb 0 TT I' n I lol -1-'` (P 3O �i UNLOADING AREA ri6 y5 19 190� t o ..0 I � 41 1 rl X o PROPOSED SECURL]�? ry 01 (� 1 I 19 a 1® N F I z r.zo �I I4 a I I W1 FEN LOCATION +� O ♦ 1 1.20 ir) Lf7 ,9. I 21.20 I C r) 1 in I U 1 fib" a o -o a �. � � I a 18. 9z X 6 rc _ a o 1 tea/ � 'n o�. 11 6 I -0Z o ZONING: IL [ +`96 PROPOSED LIGHT I o _ f I I a A° o LAND USE: IND I h POLE LOCATION f 1e z ' --- y 117' ---- 250' 1 I o I Oy 6 ry (TYP. OF 11) I Q I n - - 0- Q 1 I 102 < LfO 78 0 ADS N-12 V ® DRAINAGE STRUCTURE SCHEDULE W STRUCTURE TOP INVERT ELEVATIONS BOTTOM NUMBER ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION O 20.00 16.75 16.25 TYPE "E" CATCH BASIN �k O 20.00 16.25 16.25 15.75 . TYPE; "E" CATCH BASIN 3 20.00 16.50 1 16.00 TYPE "E" CATCH BASIN ® 20.00 16.00 16.00 16.00 15.50 TYPE "E" CATCH BASIN k 5Q 20.00 15.50 15.50 15.00 TYPE "E" CATCH BASIN © 20.00 15.00 15.00 15.00 14.50 TYPE "E" CATCH BASIN ' Q 20.00 16.50 16.00 TYPE "E" CATCH BASIN * ® 20.00 1.6.00 16.00 15.50 TYPE "E" CATCH BASIN 9O 19.50 114.80 14.30 : TYPE "E" CATCH BASIN INLET 10 O 20.30 15.90 15.50 ,UE TYPE C CATCH BASIN CONTROL STRUCTURE ®1 1 20.00 15.§§ 15.85 15.85 15,35 4'-0" STORM MANHOLE 12 20.00 15.75 15.75 15,25 - 4'-0" STORM MANHOLE �k 13 20.00 15.70 15.70 15.20 4'-0" STORM MANHOLE �k 14 20.00 15.65 15.65 15.15 4'-0" STORM MANHOLE �k d 15 21.00 16.00 15.60 15.10 1 TYPE "E" CATCH BASIN K I 0. 0 10' 1. SP C -7 h1 F A 16n 10 1 aCb �0 ,71 0kry ry21. + 1 h 41 h� h� `L 0 a m n EXISTING GROVE TO REMAIN. NO SITE GRADING TO BE PERFORMED IN THIS AREA. (NO PLANS FOR DEVELOPMENT OF THIS AREA AT THIS TIME.) 262' XIB-72 I a � I N o� l j +0• _i_ y. " te, IF ROPOSED PROJECT IGN LOC I ( EE LANDSCAPE DR WINGS P PARED " �°' W Y LUCIDO AND ASS CIATES F +ry0 196 \ I ZE AND H PGHT) I OPOS D DUAL 825 S + C**�` �• I I L D INFIEI AREAS N PROPOSED 63,750 SF 0.7y `I W oa + .o v I I C .�'� l Z I N72 I 2 60 �9 i.zo N e 1r 1 84 g p ,a I : I WAREHOUSE/MANUFACTURING BUILDING +�h J o +1ti0 i1.1s9 +.�0 W .a 0 0'b 1.20 [_• 4 0 g 1 I fir LL DOSING CHA BER FINYL. EL. = 21.25® +� `�� f �^ 1 zo.7 + O° F A o Lo- 0 +9 9 a o' n o I a 2AI� 4 SEPTIC O ANK 'Lh +1 A `1 00 z ICD O w w _ '0I t o -[ MANEUVERI LOADING AND ' 1 ryA UN� DING AREA ® + y5 sk 1 ?� +10^ 11 z I 1 2s'` I 13, so' --1-� - 1 - g�^ o" 0 �y PROP. 5, 00 S --- 1 ----- _ w OFFICE LDG o PROPOSED FIRE LINE 63I / I < n 21. z q, oti o TO PROPOSED BUILDING o° �Lti r 1y W �.v I zo' + {ry Q (SEE FIRE SPRINKLER DRAWINGS°O 0 I° h 0m o 0, FOR ADDITIONAL DETAILS) 9 WI �p•,`6�' +10,� I H �.a ° o ��0 a k1g ( 0.7 HAND CAPPED SIGN `d�� ----- a 9 1 I 1 16 F ER P-26 (TYP.' 1.zo I Q% �9. m B +109 o I �A 1 I m 21 0 136 0 1 0. 0 I 1.20 275 LF OF 30" ADS. N-12 21.20 + ` N I 1.1 +�A 6.20 MI 2L20 20 LF �F�36 ADS N_12 I �\ 0 ,50 37.30' I 2L + 19.0 .A h I ® 19.5 14.00' --�\ 60.0 11 127' A DITIONAL R/16 N o +'moo' VN ! n �� + k a• - . 1 a 7 � � a �� o 's'? gp '45 ®PR(�OSED WELL : c-p, -I- S89°50 58 E ay+, 1257.55 sp A8 2 LOMTION DOUBLE 12'02' CONCRETE +i8 I i X X PADS FOR DUMPSTERS WITH : ZONING: IL B 8B 6' HIGH MASONRY WALLS LAND USE: IND AND IATES... PAVING AND D PLAN AD30' FROM PROPERTY LINE. 1 5 C /-'► I V D DRAINAGE SITE r L H I V N ADJACENT BUILDING IS APPROX. FINYL. EL. = 21.90 - 0 J PROPOSED STORMWATER MANAGEMENT AREA (STORMWATER TRACT DESIGNED AND DETAILED FOR FUTURE EXPANSION OF THE SITE,) 217.114 1a• � 1 s ,I + o; O w ZONING: IL 9ph LL LAND USE: IND 0Ln 1�1 Z 66N H V• 1 6� W k 5 x" Ii� �, 4s t,Ir dfjF �.r 0 RPM o a Zaoa. St:Lucie Coun Departmttt ENVIFibNM1 NtRL HEN o,+ oy ,+ O O TURBIDITY BARRIER (TO BE .�...} INSTALLED AT LIMITS OF I ^k CONSTRUCTION PRIOR TO ANY CONSTRUCTION ACTIVITIES ^lb. INCLUDING SITE CLEARING) ry+ , + ST. LUCIE COUNTY HEALTH 41 D ENVIRONMENTAL HEALTH +° SEC SITE PLAN APPROVED FOR CONSTRU o � SUPERCEOES ALL PR VIOUS SITE P OSOS # !ZO ++, DATE > REVIEWER �ry1 te o _ 1h SA 030 +i, set iron rod ,per and cap lb 4644 48 HOURS BEFORE DIGGING I CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC.y "1 r Aaron J. E3D4Iet1,' `#bb31 NTH 3 1 0 iwl 0j i� 1I r NO sIl 0 S IN CL L/ 0 a U W U 1- L; :�HEET OF L 03-373 APR 0 7 2004 -1/2" TYPE 5 -1 A5PHALTIG CONCRETE 6'. 6" GON5TKUCT 6" COQUINA OR LIME ROCK DA5E COMPACTED TO 016% MAX. DRY DEN5ITY PER AA5HTO T -160 METHOD, L6R 100 \-5TADILIZED 5UBGRA1;>E MIN. DEPTH OF 6", COMPACTED TO 98$ MAX. DRY DEN5ITY PER AA5HT0 T -160 METHOD, MIN. F15V 50 P51. FLEXIBLE PAVEMENT SECTION N.T.5. 5AW-GUT AND TACK GOAT EXI5TIN& EDGE EXISTING ASPHALT - I' 0" 7r--1 PROPOSED ASPHALT PAVEMENT EXISTING 15A5E -/ � PK0P05ED 6A5E EXI5TINCG SUB -GRADE PKOP05ED 5UB-&KADE PAVEMENT SAW -CUT AND BUTT JOINT N,T,S. 5" UNREINFORGED CONCRETE IFG=3000 P.5.0 e L' 5TA15ILIZED 5U5-GRA0E FDV OF 50 P.5.1. COMPACTED TO 98X MAX. DRY DEN5ITY PER AA5HT0 T -180 METHOD CONCRETE PAVEMENT SECTION NT5 (ALTERNATE:) MATCH EX15TIN& GKADE 5AW-GUT EXISTING .ASPHALT AT5AW -GUT EXI5TING PKOPO5ED ASPHALT CONCRETE PAVEMENT PAVEMENT SAW -CUT AND BUTT JOINT N.T,S. (ALTERNATE) #4 0OWEL5 O z FOR ANCHORING #4 DOWEL L (2 REQUIRED) 4'-0" f-C)" 6-0' FRONT ELEVATION 5EGTION PRE -CAST CONCRETE WHEEL STOP DETAIL 6 -O' SLOPE / PLAN V V_ ■ ■ 1 HANDICAPPED PARKING SIGN PER FTP-26 vARMKa Be ITE -T- maAmLvs eERIaY OILY 0 - ego �Iwe 6LIlE- FTP - 26 12.33' 25 I2.33' MIN. 4` PERPENDICULAR. NOTES' L TOP PORTION OF FTP 26 SHALL HAVE A REFLECTIVE LUE BACKGROUND WITH REFLECTIVE 5YMD0L AND DOKDE . 2 DOTTOM PORTION 5HALL HAVE A REFLECTIVE WHITE DAGKGKOUND WITH BLACK OPAQUE LEGEND AND DOK ER. 3. FTP 25 15 FOR U5E IN AKEA5 WHERE 5PAGE 15 LIMITED. 4. HEIGHT 5HALL DE 7 FEET MEA5UKED FROM THE GROUND OR 51DEWALK TO THE DOTTOM OF PERMIT ONLY' SIGN OR 6 FEET TO THE DOTTOM OF $250 FINE" SIGN. HANDICAPPED PARKING DETAIL NTS SECTIONAL ELEVATION N.Y.S. TYPICAL DOUBLE SWING GATE W/SLATS NTr. I 6X6 W1.4/W1.4 WWF CONCRETE SIDEWALK DETAIL N.T.S. 1e"m ADs I OUTFALL I 6-0" MIN: 1-1/2" TYPE 5-1 A5PHALTIG CONCRETE SLOPE / PLAN SLOPE / PLA W_J x , . x-x • '' • • .X • 6X6 10/10 WWM 1#4 DAR GONT. � I 6" LIMEKOGK OR COQUINA yJ ! MvIN. DA51F 6" 5TA15ILIZED 5U6-GRADE CONCRETE SIDEWALK DETAIL N.T.S. 4'-5" PLAN ® PRE -CAST TYPE 'C' CATCH BASIN NLTZ i OB _. - ORECTION .y FABRIC GENERAL °J»�OTE50 I ;'CONT PoCTOK 15 RE5PON51BLX: FOR CHEGKIN& ACTUAL 5ITE EK05ION AND 5EDIMENTATION CONTROL NOTE5 Q O GONDII NS 15EFOKE 5TAKTING GONSTRUGTION. GON5TKUGTION AGTIVITIE5 CAN KE5ULT IN THE GENERATION OF 51GNIFIGANT q BAGKFI SILT -BARRIER I _ - (FABRIC FENCE) % AMOUNTS OF POLLUTANTS WHICH MAY REACH 5UKFAGE OR GROUND WATERS. ONE OF THE PRIMARY ANQ0DI5GKWN61E5 ON THE DKAWIN65 5HALL DE BROUGHT TO POLLUTANTS OF 5UKFAGE WATERS 15 5EDIMENT DUE TO b 1 TOE IN FLa 1 SODDED 5L pF CTHE ATr�' �IffION OF THE EN&INEEK BEFORE COMMENCING WORK. 7 y ' 3. CON"�fR': K SHALL OBTAIN .ALL REQUIRED BUILDING PERMIT5 EROSION. EXCE551VE QUANTITIE5 OF 5EDIMENT WHICH REACH WATER DODIE5 OF FLOODPLAIN5 HAVE BEEN SHOWN TO ADVEK5ELY AFFECT THEIR PHY5IGAL, BIOLOGICAL AND CHEMICAL PROPERTIES. TRAN5PORTED SEDIMENT CAN GT STRE M G FOR TOP COURSE RLM BLOCK 6' % B• co"IMIN. DUR-O-WAL FAC 3RD COURSE (T ALL MASONRY W. N0. 5 DOWEL SHOWN ON P , I5 LAP FO 3' NO. 5 BARSpig TYPICAL WALL SECTION Ncs D GOMMENGIN& WORK. SI1U A IiANNEL5, REDUCE HYDRAULIC GAPAGITY OF WATEK BODIE5 EXISTING GKADE OF FLOODPLAIN5, REDUCE THE DESIGN CAPACITY OF GULVEKT5 AND OTHER -II I I III-) I " AGTOK SHALL DE KE5PON5115LE FOR LOCATION OF ALL WOKK5, AND ELIMINATE DENTHIG INVEKTEDKATE5 AND F15H 5PAWNIN& TIN& UTILITIES. THE GONTKACTOK 5HALL CONTACT ALL 5UB5TKATE5 DY SILTATION. EXGE551VE 51,15PENDED SEDIMENTS REDUCE L v4' NGEKNED UTILITIES AT EA5T 46 HOUK5 IN ADVANCE FOR LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. TOE OF 5LO GON5TRUGTION OPERATIONS. MINIMUM 5TANDAR05 vAKIEs 5. NO FIELD GHAN&E5 OK DEVIATION51 FROM DE51GN TO BE MADE WITHOUT PRIOR APPROVAL OF. THE, ENGINEER. L 5EDIMENT DA51N AND TKAP5, PERIMETEK DIKE5, SEDIMENT 15ARKIEK5 FAIR I G FENCE S I L.T - BARK I ER AND OTHER MEA5UKE5 INTENDED TO TRAP 5EDIMENT 5HALL DE 6. ALL GON5TKUGTION 5HALL DE COMPLETED IN ACCORDANCE WITH CONSTRUCTED A5 A FIK5T STEP IN ANY LAND-D15TKIDUTIN& ACTIVITY THE APPLIGADLE OKDINANGE5 OF 5T, LUGIE COUNTY, FLORIDA. AND 5HALL DE MADE FUNCTIONAL BEFORE UN5LOPE LAND D15TUKDANGE V TAKE5 PLACE. 7. DOUNDAKY AND TOPOGKAPHIG INFORMATION PREPARED DY MA5TELLAK, %MOLER AND REED, INC. DATED 3/I1/03. ALL ELEVATIONS ARE PER 2 ALL 5EDIMENT CONTROL MEA5UKE5 ARE TO DE ADJU5TED TO MEET FIELD DENGHMAKK REFERENCED ON THI5 5UKVEY. s: GONDITION5 AT THE TIME OF GON5TKUGTION AND DE GON5TKUGTED 'ANCHOR DALE5 WITH TWO (2) PRIOR TO ANY GRADING OK D15TURDANCE OF EXISTING 5UKFAGE b� :2"X TX 4' STAKES THROUGH 8, KEFEK TO 501L5 REPORT PREPARED DY K5M ENGINEEKING AND MATERIAL ON BALANCE OF 517E PERIMETER SEDIMENT DAKKIEK5 EACH BALE TESTING, INC., DATED 5/16/03 FORS, EXISTING 501L GONDITION5. 5HALL DE GON5TKUGTED TO PREVENT 5EDIMENT OK TKA5H FROM FLOWING M OK FLOATING ON TO ADJACENT PROPERTIES. q, GONTKAGTOK SHALL SUPPLY DENSITY TE5T5 TO ENGINEER ON ALL o 5Uf5-&KADE AND DA5E. TE5T5 50ALL BE PREPARED PER A5HTO 3. PERMANENT OR TEMPORARY 501L 5TABILIZATION 5HAL1- DE APPLIED TO T-180 METHOD. DENUDED AKEA5 WITHIN SEVEN DAYS AFTER FINAL GRADE 15 REACHED ON ANY PORTION OF THE SITE: TEMPORARY 501L 5TA13ILIZATION 10. 5LOPE GRADE5 FROM ELEVATION5 SHOWN TO EXI5TIN& GKADE AT SHALL DE APPLIED WITHIN SEVEN DAYS TO DENUDED AKEA5 THAT MAY PKOPEKTY LINE. NOT DE AT FINAL GRADE BUT WILL REMAIN UNDI5TUKDED FOR LONGER g THAN 30 DAY5. PERMANENT 5TA61LIZATION SHALL BE APPLIED TO. DALED HAY SILT -BARRIER 11. ENGINEEK SHALL DE NOTIFIED AT LE1A5T 46 HOUK5 IN ADVANCE AKEA5 THAT ARE TO DE LEFT UND15TUKDED FOR MORE THAN ONE YEAR. FOK ANY IN5PEGTION. 4. DUKIN& GONSTKUGTION OF THE PROJECT, SOIL 5TOGKPILE5 SHALL DE PERIMETER ER05ION AND 5E2IMENT CONTROL 12. CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH 5TADILIZED OR PROTECTED WITH 5EDIMENT TKAPPING MEA5UKE5. THE CONTRACTION JOINTS (20' MAXIMUM 5PAGIN&) WITH 1-1/2" DEPTH. APPLICANT 15 KE5PON5I6LE FOR THE TEMPORARY PROTECTION AND ONTRACTOR 15 REQUIRED TO PREVENT ANY 5EDIMENT TRAN5PORT FROM THE PROJECT PERMANENT 5TABILIZATION OF ALL 501L 5TOGKPILE5 ON 51TE A5 WELI_ 5ITE ON TO ADJACENT PROPERTY. IN5TALLATION OF EITHER BALED HAY OR FABRIC FENCE 13. CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH A A5 SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. .TYPE SILT BARRIER 15 ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND PIGMENTED LIQUID MEMBKANE CURING COMPOUND GONFOKMING VEGETATION 15 E5TABLI5HED. TO THE REQUIREMENTS OF A5TM DE5IGNATION (309). 5. A PERMANENT VEGETATIVE COVER SHALL DE E5TABL15HED ON DENUDED 2 BEFORE REMOVING SILT BARRIER, CONTRACTOR 5HALL COLLECT AND DISPOSE OF ANY AKEA5 NOT OTHEKW15E PERMANENTLY 5TADILIZED. PERMANENT AcaUAULATED 511-T. 14. ALL TRAFFIC CONTROL DEVIGE5 SHALL DE IN ACCORDANCE WITH VEGETATION 5HALL NOT DE GON5IDEKED E5TADL15HED UNTIL A GROUP)'_ M.U.T.G.D. 5TANDARD5. COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 5ILT FENCE DETAIL UNIFORM, MATURE ENOUGH TO 5UKVIVE AND WILL INHIDIT EROSION. rs. 15. ALL GON5TKUCTION SHALL DE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TKAN5POKTATION "5TANDAKD 5PEGIFIGATION5 FOR 6. 5TABILIZATION MEA5UKE5 SHALL DE APPLIED TO EARTHEN 5TKUGTUKE5 ROAD AND GRID&E GON5TKUCTION", DATED 1994. 5UGH A5 DAM5, DIKE5 AND DIVEK51ON5 IMMEDIATELY AFTER V STEEL BOLLARD 6" STEEL BOLLARD INSTALLATION .1�7FILLED W/CONCRETE FILLED W/CONCRETE 16. ALL PARKING 5PAGE MARKINGS, WITH THE EXCEPTION OF THE SEE DETAIL SEE DETAIL HANDICAPPED PARKING 5PAGE5, 5HAL1- DE MARKED IN WHITE 7.5UKFAGE RUNOFF FROM D15TUKDED AKEA5 THAT 15 GOMPRI5ED OF FLOW KETKO-KEFLEGTIVE TRAFFIC PAINT. AND IN ACCORDANCE WITH FROM DKAINAGE AKEA5 GREATER THAN OR EQUAL TO THREE ARE5 5HAI_1__ THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T.) 5TANDAKD BE GONTKOLLED DY A 5EDIMENT 15A51N. THE 5EDIMENT 15A51N SHALL 4' P.a ^ O ';.v nr 5PEGIFIGATION5 FOK ROAD AND DKIDGE GON5TKUGTION, 1994, DE DESIGNED AND GON5TKUGTED TO ACCOMMODATE THE ANTICIPATED 5EGTION 710. 5EDIMENT LOADING FROM THE LAND-D15TUKDIN& ACTIVITY. THE OUTFALL DEVICE OK SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE 3''' 3' 17. ALL HANDICAP PARKING 5PAGE5 5HALL DE PROPERLY 51&NED AND TOTAL DRAINAGE AREA FLOWING THKOU&H THE D15TUKDED AREA TO DE MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC 5EKVED DY THE DA5IN. DE516N 5TANDAKD5 INDEX NO. 17346. 6. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL 5TKUGTUKE5 18. ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED WILL DE IN51"EGTED FOR. INTEGRITY. ANY DAMAGED DEVIGE5 SHALL DE 5PAGE5 SHALL DE 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. CORRECTED IMMEDIATELY. 19. ALL COMPACT 5PAGE5 5HALL DE MARKED "COMPACT" ON THE 5TAL.L 9. GONGENTKATED RUNOFF 5HALL NOT FLOW DOWN GUT OK FILL SLOPES a a OR TIRE 5TOP. UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OK PERMANENT CHANNEL, FLUME OK SLOPE DRAIN 5TKUGTURE. 10. WHENEVER WATER SEEPS FROM A 51-OPE FACE, ADEQUATE DKAINAGE OR OTHER PROTECTION SHALL DE PROVIDED. zoo 11. 5EDIMENT WILL DE PREVENTED FROM ENTERING ANY STORM DRAIN bF 5Y5TEM, DITCH OK CHANNEL. ALL 5TOKM 5EWER INLETS THAT ARE- 03 MADE OPEKADLE DURING GON5TKUGTION 5HALL DE PROTECTED 50 THAI 5EDIMENT-LADEN WATER CANNOT ENTEK THE CONVEYANCE SYSTEM WITHOUT FIK5T BEING FILTERED OK OTHFKW15E TREATED TO REMOVE 5EDIMENT. 12. DEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE n n n P GHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING .SHALL DE '+ IN5TALLED IN DOTH THE CONVEYANCE CHANNEL AND RECEIVING • :. •,e ,CHANNEL. / 1 I ` 13. WHEN WORK IN A LIVE WATERGOUK5E 15 PERFORMED, PKEGAUTION5 .,,,•: •Y•. , -=h SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT TKAN5POKT AND 5TADJLIZE THE WORK AREA TO THE GREATEST EXTENT I POSSIBLE DURING CON5TKUCTION. NONEKODIDLE MATERIAL SHALL DE U5ED FOR THE GON5TKUGTION OF GAU5EWAY5 AND GOFFEKDAM5. EARTHEN FILL MAY DE U5ED FOR THE5E 5TKUGTUKE5 IF ARMORED BY NONEKODIDLE COVER MATERIALS. @OLLARD DETAIL Ns. \ 14. WHEN A LIVE WATERGOUK5E MUST DE GR055ED DY GON5TKUGTION DRILL HOLES IN. CONCRETE HOLES IN CONCRETE VEHICLE5, A TEMPORARY 5TKEAM GR0551NG GON5TKUGTED OF TOP OF CONCRETE PAD r9 r-TOP OF ASPHALT n'.: FOR GATE STOPS .DRILL FOR'GATE STOPS -15. NONEKODIDLE MATERIAL SHALL DE PROVIDER �''. • THE DED AND DANK5 OF A WATEKGOUK5E SHALL DE 5TADILIZED OR FIBREMESH(FIBREGLASS REINFORCING) PLAN IMMEDIATELY AFTEK WORK IN THE WATEKCOUK5E 15 COMPLETED. CONCRETE PA CONCRETE TO 2500 PSI 0 25 DAYS NT.S. DETAIL 16. PERIODIC IN5PEGTION AND MAINTENANCE OF ALL 5EDIMENT CONTROL p N.T.S. 5TKUGTUKE5 MUST BE PROVIDED TO EN5UKE INTENDED PURPOSE 15 ACCOMPLISHED, THE DEVELOPEK, OWNER AND/OK CONTRACTOR SHALL DE CONTINUALLY RE5PON515LE FOR ALL 5EDIMENT LEAVING THE PROPERTY. 5EDIMENT GONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE p r-� BLOCK CONCRETE-",�i,,.00K pp r ppp ��rrr.-,-p /y gp� d.w��Sl�l���y 0 � �N` s��SVFi� 'p'/� y ®E 1 tell- END OF EACH WOKKIN& DAY. 17. UNDEK&KOUND UTILITY LINE5 SHALL DE IN5TALLED IN ACCORDANCE OAD LWU�_ CONSTRUCT) WITH THE FOLLOWING 5TANDARD5 IN ADDITION TO OTHER APPLIGABLE 1500 FT CRITERIA - A. NO MORE THAN 500 LINEAK FEET OF TRENCH MAY BE OPENED AT 3._4» 500 kN10 ONE TIME. 41 - ' 41 B. EXCAVATED MATERIAL 5HALL 15E PLACED ON THE UPHILL 51DE OF FIN15HF-D &BADE I- 2 -0-0" -{ TKENGHE5. (50DDED 5WALEF7 I I - - G EFFL R N& OP R DE FILTER D K H.5. 20 TRAFFIC &KATE &KATE 5EE DKAINA&E PLAN5 FOK ELEV. PIP[AN 5TKUGTUKE TYPE 'C' INLET 16"$ AD5 N-12 5EGTION DENT FROM DEWATE I E ATIONS SHALL E O PA55ED THROUGH AN APPROVED SEDIMENT TKAPPIN& DEVICE, OR 1000, a o ° ° , DOTN, AND D15CHARGED IN A MANNER THAT DOE5 .NOT ADVEK5ELY 5ppl L. Work Afea j AFFECT FLOWING 5TKEAM5 OR OFF-5ITE PROPERTY. w I D. KE5TADILIZATION SHALL DE AGGOMPLI5HED IN ACCORDANCE WITH { THESE KE&ULATION5. ROAD CONSTRUCT) Isoo Fr #Equal 18. WHERE GONSTRUGTION VEHICLE ACCESS ROUTES INTERSECT PAVED yoxfmum Spaefnp,Beiween Devfces ffT.! To Be Cones Or TubularM r Markers AI 25' Centers APUDLIC ROADS, PROVISIONS SHALL DE MADE TO MINIMIZE THE To The Speed Limit (MPH) But Not Greater Type IOr Type If Barrcades Or Vertical Panels TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED 5URFAGE, Than 2W For Cones Or Tubular Markers Or 50' Or Drums At 50' Centers For First 250'. Thereafter WHERE 5EDIMENT 15 TRANSPORTED ONTO A PUDLIC ROAD 5UKFAGE W Il , For Type IOr Type Z Barricades Or Vertical Cones Or Tubular Markers At 50' Centers And CURB5 AND &UTTEK5, THE ROAD SHALL DE GLEANED THOKOUGHLY AT II IL Panels Or Drums. Type IOr Type Z Barricades Or Vertical Panels END OF EACH DAY. 5EDIMENT SHALL DE REMOVED FROM THE KOAD5 DY Or Drums At W Centers. 5HOVELIN& OR 5WEEPIN& AND TKAN5POKTED TO A 5EDIMENT CONTROL }COMPACTED 5UD&KADE TYPICAL APPLICATIONS D15PO5AL AREA, STREET WA5HIN& 5HALL BE ALLOWED ONLY AFTEK 12" GRAVEL SUMP 5EDIMENT 15 REMOVED IN THI5 MANNER. THI5 PKOV1510N SHALL E GRATE EL.- 20.391' ,A PRE -CAST TYPE 'C' CATCH BASIN (CONTROL STRUCTURE) LOAS WELL AS TO LARD Shoulder And Slope Work APPLY TO INDIVIDUAL 5UDDIv,NUv TS R Utility Work LAND-D15TKIDU-TIN& AGTIVITIE5. Landscape Work ; GENERAL NOTES Landscape Work 11. ALL TEMPORARY EK05ION AND 5EDIMENT CONTROL MEA5UKE5 5HALL DE Delineator Installation And Maintenance REMOVED WITHIN DAY5 AFTER FINAL 5ITE STABILIZATION O AFTER 1. AI/ vehicles, equipment, workers (except flamers) and 7. L (min.)• }y5 for speeds 45 mph THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF their activities are restricted at all times to one side of 22 it Moving THE REVIEWER, D15TUKDED 501L AKEA5 KE5ULTING FROM THE the roadway. WS° for speeds s 4D mph •)(- Litter Removal IUD D151`051TION OF TEMPORARY MEA5UKE5 5HALL DE PERMANENTLY Z /f the Work operation does not exceed 60 minutes, traffic 5TADILIZED TO. PREVENT FUKTHEK EK05ION AND SEDIMENTATION. control will be in conformance with index No. 607. Where, W• Width of shoulder In feet, 6' minimum. 20. PKOPEKTIE5 AND WATEKWAY5 DOWN5TKEAM FROM GON5TKUGTION 5ITE 3. If the work operation encroaches on the through traffic S- Posted speed limit (MPH). CONDITIONS SHALL DE PROTECTED FROM SEDIMENT DISP051TION AND EROSION. SYMBOLS tones or when four or more work vehicles enter the WHERE ANY VEHICLE, EW/PMENT• through traffic lanes in a one hour period fla ers l denote direction of traffic one and do not reflect Lr p gg shp I 8. Arrows y Work Area be Provided and the advanced sign. For loco ionstallo be pavement markings. WORKERS OR THEIR ACTIVITIES 21 PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH substituted for the WORKERS sign. Far location of REOUIRE AN INTERMITTENT OR GON5TKUGTION OF EACH PHA5E. (loggers and FLAGGER signs see Index No. 603. 9. Lon highs. dimensions are to be adjusted to fit field CONT/NUWS MOVING OPERATION ON Slog And Type x lB" (min.) Orange co,diNens. See Index No. 600. 4. The first two warning signs shall have o le" x le' (min.) orange THE SHOULDER OR SHOULDER AND 22. EROSION CONTROL DESIGN AND GON5TKUGTION SHALL FOLLOW THE Flag And Typo 8 Light flag and a Type B light attached and operating at all times, 10. When a side road Intersects the highway on which work Is being SLOPES KEQUIKEMENT5 IN INDEX NO5. 101, 102 AND 103 OF FOOT. ROADWAY a Type ZOr Type II BarRaada Or vertical Panel Mesh signs may be used for (Daylight Only) operations performed additional traffic control devices shall be erected In accordance will, other applicable TCZ Indexes. AND TRAFFIC DESIGN 5TANDARD5. Or Cone Or Tubular Marker Or DrumType B Lights and Orange Flags are not required. 11. For general TCZ requirements and additional Information refer 23. THE REVIEWER. MAY APPROVE MODIFIGATION5 OK ALTEK PLAN5 TO THESE 5. The WORKERS legend sign may be substituted for the to Index No. 600. [1 Work Zone Sign symbol sign. TRAFXMnM nmoutmRaW ZWES EK05ION CONTROL CRITERIA DUE TO 5ITE 5PEGIFIG GONDITION5. TWO-LANE, TWO-WAYO RURAL •1(- 6. Where work ac1N1fles within 2' of the edge or pavement Is - MOVING OPERATIONS -DAYLIGHT ONLY - Incidental fie Mowing, Litter Removal) the engineer may delete / f requ,remen s for cones and signs provided a vehicle with flashing warning lights is present. MAINTENANCE OF TF AFFCC F.D.O.T. INDEX NO. 605 N,T.S. M � o U O V 0 OU w C 8 w d o 3 0 U Z G VI LL 0- LL W ✓ i W a aL n a 0 o c N 0 m m N zc� wo WLn 1'Jn W X I,o P, di iri Ld 1w M M z - -J is a r I� m 4 W M e) h U ° Z 0 Om !✓ m�0 mnNm W J Z LL t Ph a ~ R N V/ W U z uJ • Lo M La uJ P ?k a toN 0 I LL z o z a a O y. U) O Aaron d. Bowies, PE ` #55313 OF G ( 03 373 �A RR 0 7 Z004 GRATE EL.- 20.391' ,A PRE -CAST TYPE 'C' CATCH BASIN (CONTROL STRUCTURE) LOAS WELL AS TO LARD Shoulder And Slope Work APPLY TO INDIVIDUAL 5UDDIv,NUv TS R Utility Work LAND-D15TKIDU-TIN& AGTIVITIE5. Landscape Work ; GENERAL NOTES Landscape Work 11. ALL TEMPORARY EK05ION AND 5EDIMENT CONTROL MEA5UKE5 5HALL DE Delineator Installation And Maintenance REMOVED WITHIN DAY5 AFTER FINAL 5ITE STABILIZATION O AFTER 1. AI/ vehicles, equipment, workers (except flamers) and 7. L (min.)• }y5 for speeds 45 mph THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF their activities are restricted at all times to one side of 22 it Moving THE REVIEWER, D15TUKDED 501L AKEA5 KE5ULTING FROM THE the roadway. WS° for speeds s 4D mph •)(- Litter Removal IUD D151`051TION OF TEMPORARY MEA5UKE5 5HALL DE PERMANENTLY Z /f the Work operation does not exceed 60 minutes, traffic 5TADILIZED TO. PREVENT FUKTHEK EK05ION AND SEDIMENTATION. control will be in conformance with index No. 607. Where, W• Width of shoulder In feet, 6' minimum. 20. PKOPEKTIE5 AND WATEKWAY5 DOWN5TKEAM FROM GON5TKUGTION 5ITE 3. If the work operation encroaches on the through traffic S- Posted speed limit (MPH). CONDITIONS SHALL DE PROTECTED FROM SEDIMENT DISP051TION AND EROSION. SYMBOLS tones or when four or more work vehicles enter the WHERE ANY VEHICLE, EW/PMENT• through traffic lanes in a one hour period fla ers l denote direction of traffic one and do not reflect Lr p gg shp I 8. Arrows y Work Area be Provided and the advanced sign. For loco ionstallo be pavement markings. WORKERS OR THEIR ACTIVITIES 21 PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH substituted for the WORKERS sign. Far location of REOUIRE AN INTERMITTENT OR GON5TKUGTION OF EACH PHA5E. (loggers and FLAGGER signs see Index No. 603. 9. Lon highs. dimensions are to be adjusted to fit field CONT/NUWS MOVING OPERATION ON Slog And Type x lB" (min.) Orange co,diNens. See Index No. 600. 4. The first two warning signs shall have o le" x le' (min.) orange THE SHOULDER OR SHOULDER AND 22. EROSION CONTROL DESIGN AND GON5TKUGTION SHALL FOLLOW THE Flag And Typo 8 Light flag and a Type B light attached and operating at all times, 10. When a side road Intersects the highway on which work Is being SLOPES KEQUIKEMENT5 IN INDEX NO5. 101, 102 AND 103 OF FOOT. ROADWAY a Type ZOr Type II BarRaada Or vertical Panel Mesh signs may be used for (Daylight Only) operations performed additional traffic control devices shall be erected In accordance will, other applicable TCZ Indexes. AND TRAFFIC DESIGN 5TANDARD5. Or Cone Or Tubular Marker Or DrumType B Lights and Orange Flags are not required. 11. For general TCZ requirements and additional Information refer 23. THE REVIEWER. MAY APPROVE MODIFIGATION5 OK ALTEK PLAN5 TO THESE 5. The WORKERS legend sign may be substituted for the to Index No. 600. [1 Work Zone Sign symbol sign. TRAFXMnM nmoutmRaW ZWES EK05ION CONTROL CRITERIA DUE TO 5ITE 5PEGIFIG GONDITION5. TWO-LANE, TWO-WAYO RURAL •1(- 6. Where work ac1N1fles within 2' of the edge or pavement Is - MOVING OPERATIONS -DAYLIGHT ONLY - Incidental fie Mowing, Litter Removal) the engineer may delete / f requ,remen s for cones and signs provided a vehicle with flashing warning lights is present. MAINTENANCE OF TF AFFCC F.D.O.T. INDEX NO. 605 N,T.S. M � o U O V 0 OU w C 8 w d o 3 0 U Z G VI LL 0- LL W ✓ i W a aL n a 0 o c N 0 m m N zc� wo WLn 1'Jn W X I,o P, di iri Ld 1w M M z - -J is a r I� m 4 W M e) h U ° Z 0 Om !✓ m�0 mnNm W J Z LL t Ph a ~ R N V/ W U z uJ • Lo M La uJ P ?k a toN 0 I LL z o z a a O y. U) O Aaron d. Bowies, PE ` #55313 OF G ( 03 373 �A RR 0 7 Z004 cones and signs provided a vehicle with flashing warning lights is present. MAINTENANCE OF TF AFFCC F.D.O.T. INDEX NO. 605 N,T.S. M � o U O V 0 OU w C 8 w d o 3 0 U Z G VI LL 0- LL W ✓ i W a aL n a 0 o c N 0 m m N zc� wo WLn 1'Jn W X I,o P, di iri Ld 1w M M z - -J is a r I� m 4 W M e) h U ° Z 0 Om !✓ m�0 mnNm W J Z LL t Ph a ~ R N V/ W U z uJ • Lo M La uJ P ?k a toN 0 I LL z o z a a O y. U) O Aaron d. Bowies, PE ` #55313 OF G ( 03 373 �A RR 0 7 Z004 Ld 1w M M z - -J is a r I� m 4 W M e) h U ° Z 0 Om !✓ m�0 mnNm W J Z LL t Ph a ~ R N V/ W U z uJ • Lo M La uJ P ?k a toN 0 I LL z o z a a O y. U) O Aaron d. Bowies, PE ` #55313 OF G ( 03 373 �A RR 0 7 Z004 Aaron d. Bowies, PE ` #55313 OF G ( 03 373 �A RR 0 7 Z004 SITE INFORMATION ABBREVIATIONS AND SYMBOLS OWNER ASTEWATER SOUR IRC IRON ROD AND CAP SO SANITARY MANHOLE a- SIGN OAK A LM"...- AL 630 SF DRAINFIELDS LB LICENSED BUSINESS ATLANTIC 1TRUSS COMPANY, LTD. LIGHT POLE 5N.W. 615T STREET WASTEWATER FLOW N0. NUMBER � DRAINAGE MANHOLE � PINE 80 LAUDERDALE, FLORIDA 33309 TRUSS FACTORY = 70 PEOPLE(15 GPD/PERSON) = 1,050 GALLONS I RIGHT OF WAY SECTION CORNER SEPTIC TANK SIZE 2,200 GALLON TANK CM CONCRETE MONUMENT WELL m MAIL OR PAPERBOX 6 25 954-491-3310 MEAS. MEASURED ® PALM G FOUND RAILROAD SPIKE DOSING CHAMBER 900 GALLON • SOU ERN BELL BOX ATTENTION; N. TUCKER bRAINFIELD SIZE REQUIRED = 1,050 GALLONS 1.2 SF GALLON P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT HYDRANT ( / ) = 1,260 SF FD. FOUND � � SHRUB ��� 36 -� T �+ SURVEYOR LANDSCAPE ARCHITECT CABLE Tv eox Sl, �(JCIli - RAINFIEI,D SIZE PROVIDED = 1,300 SF (DUAL 650 SF) O.R.B. OFFICIAL RECORD BOOK WATER VALVE �'TpT� D� MASTELLER, MOLER & REED, INC. THOMAS LUCIDO AND ASSOCIATES, INC. REEN AREA REQUIRED = 1,300 SF X 2 = 2,600 SF P.R.M. PERMANENT REFERENCE MONUMENT rI), POW RPOLE MAPLE BO(/�li i �llLl 2205 14TH AVENUE 100 AVENUE A, SUITE 2A REEN AREA PROVIDED = 3,400 SF P.C.P. PERMANENT CONTROL POINT �`� WATER METER VERO BEACH, FLORIDA 32960 FT, PIERCE, FLORIDA 32950 BM BENCHMARK c -f*- ELECTRIC BOX CITRUS . PHONE (772) 564 8050. PHONE (772) 467-1301 ATER SOURCE F.F. FINISH FLOOR U CLEANOUT t7. l ELEV. ELEVATION -1 UNDERGOUND UTILITIES SIGN PROPOSED ON SITE WELL ® CATCH BASIN ELM ZONING LAND USE E.O.P. EDGE OF PAVEMENT MONITORING WELL IL IN'TAX PARCEL (D NUMBER(S) p RAIUDELDTAS ® CURB INLET ®sv SETBACKS 336-231-0001-000-2 L LENGTH x REUSE WATER VALVE SANITARY VALVE MISC, TREE I.D. IDENTIFICATION FRONT 25 FEET ITE ADDRESS SEC. SECTION IRRIGATION IRRIGATION VALVE TELEPHONE MANHOLE = 20 FEET TWP. TOWNSHIP SIDE = 10 FEET ICINGS HIGHWAY POST WOOD OR STEEL Ff. PIERCE, FLORID® RGE. RANGE IS YARD DRAIN ®BUILDING TYPE AND HEIGHT EGAL DESCRIPTION =I PROPOSED DRAINAGE ❑ CONCRETE POWER POLE OFFICE (C.B.S. BUILDING)= 201 E NORTH 452.50 FEET OF THE SOUTHWEST 1/4 OF THE NORTHWEST PROPERTY LINE WAREHOUSE (METAL BLDG.) Fl 26'-7" /4 LESS THE WEST 74.00 FEET FAR ROAD AND CANAL RIGHT-OF-WAY. NG IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE 18, 8' 113, 8' 18, 10' i I i SITE DATA OUNTY, FLORIDA. SITE AREA = 568,942 SF = 13.06 AC = 100.0% 00 BUILDING AREA 63,750 SF = 1.46 AC = 11.2% DRAINAGE STRUCTURE SCHEDULE nl CONCRETE AREA 635 SF = AC = PAVEMENT AREA = 3.49 ,085 SF = 3.96 AC 6.1% = 28.0% M 21 TOTAL IMPERVIOUS AREA = 216,085 SF = 4.96 AC = 38.0% Y+* TOTAL OPEN AREA = 352,857 SF = 8.10 AC - 62.0% STRUCTURE TOP INVERT ELEVATIONS BOTTOM I I A PARKING DATA NUMBER ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION 1 20.00 16.75 16.25 TYPE "E" CATCH BASIN ;k I I ( PARKING REQUIRED = 2 SPACES/1,000 SF 63,750 SF) PLUS 5 SPACES/1,D00 SF�5,000 SF) = 153 SPACES PARKING PROVIDED 153 SPACES (147 STANDARD AND 6 HANDICAPPED) Q 20.00 16.25 16.25 15.75 TYPE "E" CATCH BASIN �I 3 20.00 16.50 16.00 TYPE "E" CATCH BASIN Ic PERMITS REQUIRED 20.00 16.00 16.00 16.00 15.50 TYPE "E" CATCH BASIN ;k ST. LUCIff COUNTY SITE PLAN APPROVAL I 20.00 15.50 p I I I ST. LUCIE COUNTY TREE REMOVAL PERMIT 15.50 15.00 TYPE "E" CATCH BASIN lk ST. LUCIE COUNTY LAND CLEARING PERMIT 6 20.00 15.00 15.00 15.00 14.50 TYPE "E" CATCH BASIN ;k I I S.F.W.M.D. ENVIRONMENTAL RESOURCE PERMIT S.F.W.M.0, WELL CONSUMPTIVE USE PERMIT � (D 20.00 16.50 16.00 TYPE "E" CATCH BASIN F,D,O.T. DRIVEWAY CONNECTION PERMIT F.D.O.T. DTORMWATER CONNECTION PERMIT ® 20.00 15,00 f 16.00 15.50 TYPE 'I CATCH BASIN lk ST. LUCIE COUNTY HEALTH DEPARTMENT FOR SEPTIC SYSTEMS F.P.F.W.C,D• DRAINAGE CONNECTION PERMIT TIPE "E CATCH BASIN 9 19.50 14.80 14.30 4 1 � 8.0 _) 1 2 2 SECTI N.T.S. 30' DRAINAGE EASE A -A EXISTING DITCH O� TY LINE = 15.50' I I SURVEY BENCHMARK f E C CATCH BASIN -1 I 10 5 20.30 15.90 15.50 CONTROL STRUCTURE 15, 10' 5' U) o I I THE ELEVATIONS AS SHOWN ON THIS SURVEY ARE BASED ON 15.35 4'-0" STORM MANHOLE A 11 20.00 15.85 15.85 ¢m rl THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. THE ESTABLISHED SEED AND MU CH 1 20.00 15.75 15.75 0 I z 0 BENCHMARK FOR THIS SURVEY IS:.FLDEP MONUMENT M 483. ELEVATION IS 19.11 NAVD 88 AND CONVERTED USING CORPSWIN 15.25 4'-0" STORM MANHOLE k I MATCH EXIST. GRADE z l- VERSION 5.11.08 20 5 20.5 A7 PROPERTY LINE CONVERSION PROGRAM. N.G.V.D. 29 ELEVATION=20,32. 13 20.00 15.70 15.70 15.20 4'-0" STORM MANHOLE �k THE IS THE OF N IRON ROD RTRAOV. 14644 1¢ 20.00 15.65 15.65 AND OAP STAMPEDTE w vw LB ASCT DEPICTED ONPTH THIS SURVEY. I 15.15 4"-0" STORM MANHOLE * 1 m D ELEVATION=20.16 15.10 TYPE "E" CATCH BASIN * - 3 MAX.-- A a 21.00 15.60 16.00 15.60 w CONSTRUCTION SCHEDULE ARIE 3 MAX. NOTE; iv z I I START CONSTRUCTION DECEMBER 2003 18.0' TO 20.0' FULLY SOD OR SEED ' END CONSTRUCTION JUNE 2004 AND MULCH AREA AS N SECTION B-B SHOWN ABOVE. FLOOD ZONE O N.T.S. z I THE PARCEL OF LAND SHOWN HEREON IS LOCATED IN FLOOD ZONE 'X' * H-20 TRAFFIC BEARING GRATE PER FLOOD INSURANCE RATE MAP 12111 C0175'F DATED AUG 19 1991 ST. LUCIE BOULEVARD (S.R. 608) a M ZONING: IL A ® LAND USE: IND J ? L/i r PROPOSED z' o SITE ZONING: IL A It- _ LAND USE: IND ZONING: IL A _ LAND USE: IND t/1 C9 z y ZONING: IL LAND USE: IND h 0 LOCATION MAP N' PROPERTY LINE N KING'S HIGHWAY 10' 11 3' (,) 1 � y yV' �y 2.25 2 D5 ��� iry_q PEA i - - (n Lij to In ul w N n h o1�1 36" RCP (� G ¢ d 0 m 00 SECTION (�`-(� NV. EL. = 15.50' 0 W z O 0 P` U) i u- _ - N.T.S. (n F 2 h N h h Q w PROPERTY LINE U)< c° "t m 0 Q z N O X ILL KING'S HIGHWAY 4' 12' 8' 20' z a (L SHLD tiry�ry � � es hPip 3 4 6 SSCTI DIN D-D I " ® ' ' THERE IS AN EXISTING OVERHEAD POWERLINE LOCATED 63 +/- EAST OF THE EAST A EXISTING 30 R P ( E. INV.. EL = 15.53) \ I " INV. EL. = 15.60' ® RIGHT -OE -WAY LINE OF S.R. 713 (KINGS HIGHWAY). NO EASEMENT DOCUMENT HAS BEEN. N,T.S. ( 54 �L'F,J OF 18" RCP A ZONING: ILA PROVIDED THAT WOULD ALLOW THIS USE AND THIS ISS POTENTIALLY AN ENCROACHMENT EXISTING OFFSITE DITCH cis �, oMx ,✓.; 6 s`ti�rl1x'.m�TS"SQ'.; ,5�---.,.. -,-¢' A LAND USE: IND lrn„ �OgN't •0• �, set iron rod ONTO PRIVATE PROPERTY. a`w „ SECTION 36-34-39 and oqp . ® o' R_BE_D WI FENCE N.W 1 4' OF THE N.W. 1/�' ^ 43 50 aF OF 1$ ADS N-12 �, -}-� p,� Ib 1a.00' sD. �s"t10t�At Rvr,�' -u. T x- -x x --- x x�__ _. - 50 58 E _ t,5 t1 0 @ 265 .F OF 18 ADS N- 12 ® - -- i "` - - X..x - - -..--rc-.._-r-�i1� - 3a.--- _ i _...._. iJ7.11 x X` ' - - - r OF 30" R1-1 STOP ;ION 24' E S70 'IF 250 LF OF i8 ?BADS N 12 - �A� 250 .. A S = _�- 018.13 N 1' y $• 1 2.0 21.50 0.5 PAIN- D WHITE ��6 FUTURE DEVELOPMENT AREA. 0'a 24" WIDE STOP AR I�y 5 ': Q 21.3 0. t o} 1 ROPOSEDJECURITCY ql1 + MAXIMUM IMPERVIOUS AREAA AINTED WHITEC - g, s' '. . N ATE LOCHON 9 2. 0.5 ": 3D'" R1- STOP SIGN +� = 100% (143,000 SF) - -7 ^„- o, 17 SAWC T/MATCH EXIS Nc Q 40• oti EDGE F PAVEMENT oti 2.00 1.50 96 65ko'O^ 18.90 N ry N .50� +9h 16" CMP 16. 21 20.5 I I - - DNORTH IN -15.14 ')G19.2�y I I �2z., . R 0 10 A i t ' y 1 SP CE A 10 50 0. 10' - .7 k� t SP CE A 10 = 750 SOUTH IN =14�78 + - - (REMOVE EXIS NG 18" CM '` -{- X18.96 ' I o o <j& - - + I AND REG ADE �SWALE) 16.9 Lo 0 �9 k �19.21 I I n n .I o7 MANEUVERING, LOADING AND® a� I n 1 + 00 is UNLOADING AREA PROPPSEQ SECURL ti? 0 + I< a <] I a FENCE LOCATjON +° 1.2 oe C, I 0 IN + + r ¢ 06 ^11NG: IL 9� 0.80 LLo ¢ - so +1 PROPOSED LIGHT I D USE: IND POLE LOCATION ? I I C \ D �o(moab +lbz D f (TYP. OF 11) t I a R o ° I i w 22. 6 � h' +A' I 4 p a + 0� N �0 N 102 .4 OF 18a 3 N 12 e4 ,. A, I X 18.72 'i" ROPOSED PROJECT ION LOCATION Iw I fig•-°�`---- --tt9- I!( ' EE LANDSCAPE DR WINGS PREPARED b Y LUCIDO AND ASSOCIATES FOR I $ I 20 +tio OPOS D DUAL, 650. `\ I Z9 AND HEIGHT) I - I rD INFIEI�°AREAS n PROPOSED 63,750 SF I N Qr I t I No `-• I �.btia I ae F s I' 26».2 .n . • I I o e4ty84+_ C�R�• WAREHOUSE/MANUFACTURING BUILDING + o(s+ LQINCG1A BER flNFL. EL. 21.25' N o00 O2, 00 C 00 lQ ^9. 00 Z oso n I oo i �$ All $EPTIC' ANK yy "�,( + p w w b ry 15MANEUVERI LOADING AND I 1A �QS yaw I 0 I 01 Ui DING AREA T w y �g I �1 a +-i-°$1 � � 1 • se .' s?': I � , 50, ' 2 :+ + yA gy Mo I a P'N PROP. 5, DO S V +LS �a 6/_ w OFFICE LDG 07 'T�Ijjj 14 2L2 ^q.. p c 5 p.1r I 2 h +" V b L Z I r cop g1�N V Q) kte.is I o.7 HANDC AlSIGN I a o� I Pp�J I l ER wo 275'LF OF 30" AD$ N-12 0 136 LP of"I-.p 37.30' ^Po219 f1.2 2 OF =+ ADS- N`t2 C 14.00' 60.ObSC 1�2°` 121' A DITIONAL R/W o mo kl +,�'p? 4g APROP05ED WELL {S89'50'58"E a, o LOCATION Lb D M,CONCRETE PSTERS WITH ZONING: IL 1�h f+ PADSF 6' HIGH MASONRY WALLS LAND USE: IND A - AND GATES. PAVING AND DRAINAG SITE PLAN ADJACENT BUILDING IS APPROX, 30' FROM PROPERTY LINE. 1 = 50'-0" FIN.FL, EL. = 21.90' i M - - x - - `"==- •, _.-'""�"��_.a.y..-'L•�.::�"�.u.bn&1��41�- -- s.r.m.--.�. i•=ii�"`-Mky,.,.>..:.-_ '_;d6.. ■■ EXISTING GROVE TO REMAIN. + NO SITE GRADING TO BE 0° PERFORMED IN THIS AREA. --- PLANS FOR OFO OTHIS AREA ATDEVELOPMENT THIS TIME) ai i lb 8' 262' l.7 0� 4 b �I l.7 4" 60 60 1�1 PROPOSED FIRE LINE TO PROPOSED BUILDING < SEE FIRE SPRINKLER DRAWINGS w OR ADDITIONAL DETAILS) �q �4k N I:n - 1257.55 B +rd e m O 4 �x I; to lb* r PROPOSED STORMWATER MANAGEMENT AREA (STORMWATER TRACT DESIGNED AND DETAILED FOR FUTURE EXPANSION OF THE SITE.) 217.11't 48 HOURS BEFOR DIGGING CALL TOLL FRkE 1-$00-432--4770 SUNSHINE STATE QAE CALL OF FLORIDA, lft, O ZONING: IL LAND USE: IND f°^ , A � e by pl'. t h +ryry, +11ov TURBIDITY BARRIER (TO BE Q INSTALLED AT LIMITS OF o y CONSTRUCTION PRIOR TO ANY El� a CONSTRUCTION ACTIVITIES �/� f o m INCLUDING SITE CLEARING) V /1 11 1-� Ni SITE PLAN i- �° I MINOR REVISION i I- z IC AP ROVED GATE: �3 I21 0 U (1 + SPTTC REP. F + z O . PP,LU�sarv,�RY Q U j + h NP' CONSTRUcl-i ° -j o O w 00 set iron rod J •,q and cap Ib 4644 n SHEET ( �1 Aaron J. Bowles, RE. _ #55313 OF 2 03-373 SECURITY FENCE 0 7*4 6A7E x - - -, - --X - - -- - I S89°50 58"E x -BARB- - FENCE — -- — -- — ----- --- — —_ — — - 1257,11 —X - Oi PROPOSED E RANCE PROPOSED LIGHT POST —xX — — — — — — I SOD Io , SOD; ! ® SOD — — — - — — — I iI II1 III � —_ ►III ° ------------- ° ° MANEUVERING, LOADING AND UNLOADING AREA o� LnI EMPLOYEE ° LnARKI �� FUTURE DEVELOPMENT I AREA - MAXIMUM IMPERVIOUS AREA (143,000 SF) I I r SECURITYFENCE EXISTING GROVE TO REMAIN I SOD — NO SITE GRADING TO BE (PERFORMED IN THIS AREA I I ° MANAGEMENT MD T AREA5TORM I I I PROPOSED �O PLANS FOR DEVELOPMENT I I j I I LIGHT POST THIS AREA AT THIS TIME GROUND MANEUVERING, LOADING PROPOSED BUILDING SOD I I I AND UNLOADING AREA o SIGN � — I I I j IOI i I DRAINFIELD F.F.E.-21.25' I` o INI � I -- I - I I ,0-) o 00 I d PROPOSED 5' I SOD I i I SIDEWALK I t O Cn d P' PROOPOSED 5,000 S.F. 57 14 x45 OFFICE I F.F.E.-21.25' LOADING AREA PROPOOUEDD DUMPSTER I ° RE 0 ° -- ' SOD ° ° ° ° LANDSCAPE NOTES 0 TREES FOUND ON SITE WILL BE QUANTIFIED BY STAFF AND THE LANDSCAPE ARCHITECT TO OFF -SET THE AMOUNT OF TREES REQUIRED. • ALL PLANTS SHALL CONFORM TO ESTABLISHED NURSERY GRADES AND STANDARDS, TO BE FLORIDA NO. i OR BETTER, AND SHALL BE FREE OF DISEASE AND INSECTS AT THE TIME OF INSTALLATION. • TREES SHALL BE A MINIMUM OF TWELVE (12) FEET IN HEIGHT AND HAVE A LANDSCAPE LEGEND- LANDSCAPE REQUIREMENTS CALIPER OF TWO AND ONE-HALF (2 1/2) INCHES AT FOUR AND ONE-HALF (4 1/2) TREES LANDSCAPE AREA REQUIRED FEET ABOVE THE GROUND WHEN INSTALLED. •A SYMB L QTY. NAME PROPERTY ADJACENT TO "R/W: TOTAL TREES REQUIRED 155 I FEET OF CLEAR TRUNK AND MINIMUM FIVE(5) FOOT SPREAD AT THE 453 L.F. x 15 = 6,"195 SQ. FT, TOTAL TREES PROVIDED = 155 TIME of PLANTING. 0 62 PINUS ELLIOTTII, SLASH PINE 453 DIVIDED BY 30 = 15 TREES (145 TREES + 30/3=10 PALMS) • ALL PALM TREES SHALL HAVE A MINIMUM CLEAR TRUNK OF TEN (10)FEET WHEN FG, 12' HT., 2 1/2" CAL. INSTALLED. THREE PALM TREES ARE EQUAL TO ONE SHADE TREE HAVING A MATURE CANOPY SPREAD OF FIFTEEN (15) FEET. 16 ILEX CASSINE, DAHOON HOLLY INTERIOR LANDSCAPE AREA: REQUIRED SPECIES MIX = 5 • SHRUBS SHALL BE A MINIMUM OF TWENTY-FOUR (24) INCHES IN HEIGHT ABOVE 155,055 SQ, FT. VEHICULAR USE AREA PROVIDED SPECIES MIX = 6 GRADE IMMEDIATELY AFTER PLANTING. HEDGES, WHERE REQUIRED, SHALL BE FG, 12' HT., 2 I/2" CAL. DIVIDED BY 18 = 8,614 SQ. FT. PLANTED AND MAINTAINED SO AS TO FORM A THIRTY (30) INCH OR HIGHER 8,614 DIVIDED BY 180 48 TREES CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN A MAXIMUM OF ONE (1) 12 ILEX ATTENUATA, EAST PALATKA HOLLY YEAR AFTER TIME OF PLANTING. 25% OF ALL SHRUBS SHALL BE FLORIDA NATIVES. FG, 12' HT., 2 I/2" CAL. • VINES SHALL BE A MINIMUM OF TWELVE (12) INCHES IN HEIGHT IMMEDIATELY TOTAL PERIMETER ADJACENT TO PROPERTIES: AFTER PLANTING AND MAY BE USED IN CONJUNCTION WITH FENCES, SCREENS, 2,143 L.F. X 10' 21,430 SQ, FT, OR WALLS TO MEET PHYSICAL BARRIER REQUIREMENTS, 43 QUERCUS VIRG/�INIANA FG, 12' HT., 2 I/L" CAL. 2,143 DIVIDED BY 30 = 92 TREES TO PRESENT A FINISHED APPEARANCE AND REASONABLY COMPLETE COVE WITHIN FOUR (4) MONTHS AFTER PLANTING. 1A TURF GRASS SHALL C CO ryTy 30 SABAL PALMETTO, CABBAGE PALM BAHHIA OR 5T. AUGUSTTINE SOD.LED USING SOLID SOD AND SHALL BE EITHER 0 ILOIN0 0tvISION RtIYI��YRD FG, 10' CT MIN. ♦ ALL LANDSCAPED AREAS OTHER THAN SOD WILL BE PROVIDED A MULCH C R®PI cOINOLI OF A LEAST THREE (3) INCHES. CYPRESS MULCH SHALL NOT BE USED. ow Y . 12 TAXODIUM ASCENDENS, POND CYPRESS • LANDSCAPING WITHIN VEHICULAR USE AREAS SHALL BE PROTECTED BY A 5 u *NOTE: INCH NON -MOUNTABLE CURB. MUYT PF FG, 12 HT., 2 I/2 GAL. + A SAFE 516HT CORNER WILL BE PROVIDED AT THE PROJECT ENTRANCE WIT N✓a INfplC'7�pM ILL f MAI ao EXISTING NATIVE TREES SHALL BE PRESERVED TO THE GREATEST POSSIBLE EXTENT AND SUBSTITUTED AS CREDIT FOR TREES REQUIRED BY LANDSCAPE ANY PLANT MATERIALS OR STRUCTURES CONFORMING t0 HEIGHT RESTRICT[ K� REQUIREMENTS OF SECTION 1.09.00 OF THE ST. LUCIE COUNTY LAND AND CROSS -VISIBILITY CONCERNS. ALL EXISTING NATIVE VEGETATION FOUND ON THE SITE AND I5 NOT IN DIRECT • SHRUBS DEVELOPMENT CODE. TREE MITIGATION t0 BE PROVIDED BY RELOCATION CONFLICT WITH THE PROPOSED BUILDING OR PARKING AREAS SHALL BE LEFT THESE PLANS AND ALL PROPOSED WC SYMBOL AND/OR REPLACEMENT. TREES LOCATED IN DIRECT CONFLICT WITH PROPOSEDCONSTRUCTION, UNDISTURBED PER SECTION'1.05.03(E). A SUITABLE PROTECTIVE BARRIER, ARE SUBJECT TO ANY CORRECTIONS BUILDINGS OR PARKING AREAS MAY BE RELOCATED AT TIME OF GONStRUCTION, CONSTRUCTED OF METAL, WOOD, SAFETY FENCING, OR OTHER DURABLE MATE — 1,055 MYRICA CERIFERA, WAX MYRTLE OR REMOVED AND MITIGATED PER St. LUCIE COUNTY LAND DEVELOPMENT WILL BE PLACED AROUND THE STAKED OUT LOCATIONS OF EXISTING NATIVE FIRED BY FIELDIIdSP'CTORSTHAT 24" HT., MIN, 36" O.C. CODE SECTION &ZOZOC-D. VEGETATION. MAY BE NECESSARY IN ORDER TO • NO FILL MATERIALS, CONSTRUCTION MATERIALS, CONCRETE, FAINT, CHEMICALSgWLY WITH ALL APPLICABLE CODES, OTHER FOREIGN MATERIALS SHALL BE STORED, DEPOSITED, OR DISPOSED OF WITHIN ANY AREAS THAT HAVE BEEN STAKED OR FENCED OFF AS BEING UNDISTURBED NATIVE VEGETATION AREAS. 0 NO EQUIPMENT, INCLUDING PA55ENGER VEHICLE5, SHALL BE DRIVEN, PARKED, STORED, R REPAIRED WITHIN DESIGNATED UNDISTURBED NATIVE VEGETATION AREAS. 0 THIS LANDSCAPE PLAN 1.5 PRELIMINARY AND 15 NOT A WORKING DRAWING. A DETAILED PLAN WILL BE SUBMITTED DURING CONSTRUCTION PLAN APPROVAL PROCESS. ® IRRIGATION DESIGN SHALL CONFORM TO SECTION 109.06. DETAILED SYSTEM DESIGN TO BE PROVIDED WITH FINAL LANDSCAPE PLAN. i © 199R YHESEPLANS /� /� f Truss Scale. Y=40=0' I 112403 Rev. Bidg/Site per St. Lucie county commentis Development Team: A �I C.t I / C I C / / U� Company AAD77iE INFORMATION � Sheet '%' SHONNHEREMARETHE /� `- y� /1 /1 t y 2 012204 Rev. RNJ per St. Lucie count comments, ® Thomas ci® (� �1 , A. S eee Drawn b . AC y PROPERTk'OFTHOAfAS �,�„ �.,j.,� y�� ��y. 1 LUCIDO&ASSOCIATES. ' Land Planning/Landscape(.i�te4't l.il e I Checked by.GB PA AND CADD NO. 8-674U' DISCLOSURES OR USE St Lucio County THEREOPINWHOLEOR Lic. #LC-0000335 GK Data 0624.03 No. Date Description of Revision INPAATISEXPAESSLY 40 0 20 „/�C C �'� �� of PRDFHHtTEDwrrzmDT 100 Avenue A, Suite 2A, Ft. Pierce, FI. 34950 772-467-1301, Fax 772-467-1303 u RRI"ITEYCOASEA? Ix X` --------SOD /i I PROPOSED i i I i 4I 2� I I I II I II i Ni I I 1 i � I N 1 I 0I I i INI IL' i I ` I I I I I i 1 I I I I i I , I I { I I I , I 1 I , I � i I , I I G�j i I I N' Ipl I I I � i-0c)i INI.. � , l OI ICI 1 � I /f���� I I h ...r._r.rr°► ,. III ZONING: IL LAND USE: IND SECURITY FENCE WITH GATE x x x X S8 558 1257.11 X x x x X ® - 0 E BARBED WIRE FENCE ------ x -- --- ---------- —------------------ -------- ---------------- —------------- -- --- X-------- X-----x---------------------------------'---------X---------X---------�--�---X—Win`-------'--'iE. 25' ------------------ - SODr--- --- ---' -- ------ -------------------------------------------------------------------- ' I VCE l j PROPOSED I I LIGHT POST I SODI I I 1 I 1 — 777 U j j I I I I I I I I MANEUVERING, LOADING i I AND UNLOADING AREA p I I EMPLOYEE dl j PARWKING i i I I I 4 I I I I i I LI I I SECURITY FENCE I I PROPOSED LIGHT POST GROUND I I PROPOSED BUILDING SIGN IIV 63,150 S.F. I I DRAINFIELD F.F.E.-21.25' i r j I I PROPOSED'5`I SOD SIDEWALIG I 9� PROPOSED i ®I OFFICE 5,000 S.F. I4'x45' orflCE I E F.f .�LOAD I NG :AREA.-21.25 i I I j i 9• I - i I PROPOSED DUMPSTER i IENCLOSURE i I SOD 0--_—__—_--__—_ ---___—__----___-_----___-_—_---------_-__-----_—__—__—__-------_--__—__—__—_---_—__—__—___-__----- S89050'58"E ZONING: IL LAND USE: IND GENERAL NOTES: DEVELOPMENT TEAM MANEUVERING, LOADING AND UNLOADING AREA �j SOD 1257. F TURE DEVELOPMENT A A - MAXIMUM IMPERVIOUS A, A (143,000 SF) EXISTING GROVE TO REMAIN NO SITE GRADING TO BE PERFORMED IN THIS AREA NO PLANS FOR DEVELOPMENT OF THIS AREA AT THIS TIME PROPOSED OFFICE TO CONTAIN A TOTAL OF 5,000 SQUARE FEET. PROPOSED MANUFACTURING BUILDING: TO CONTAIN A TOTAL OF 51,315 SQUARE FEET. THE PERMANENT SIGN SHALL BE IN COMPLIANCE WITH ST, LUCIE COUNTY SIGN CODE ORDINANCE, SECTION 9.01.01(G) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. THE TEMPORARY SIGN SHALL BE IN COMPLIANCE WITH ST. LUCIE COUNTY SIGN CODE ORDINANCE, SECTION 9.01.02(A) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ALL LIGHTING SHALL BE IN COMPLIANCE TO ST. LUCIE COUNTY LIGHTING ORDINANCE. THE TEMPORARY CONSTRUCTION TRAILER SHALL BE IN COMPLIANCE WITH SECTION 5.02.02(HX1) OF ST. LUCIE COUNTY LAND DEVELOPMENT CODE. PROPERTY OWNER AGENT: ENGINEER: ATLANTIC ATLANTIC TRUSS COMPANY, LTD NTT 618T STREET a5OFORT LAUDERD R E, FL 33309 TH OMAS LUCIDO 4 ASSOCIATES, P.A. TH AVENUE A, SUITE ZA FORT PIERCE, FL SUITE2A MOSBY AND ASSOCIATES, INC. AVENUE 14TI-1 . 2455 2455VERBEACH, FL 32960 SITE DATA: TOTAL SITE AREA: EXISTING ZONIN - EXISTING AND USE: BUILDING AREA: PARKING REQUIRED 13.0& ACRES IL IND 66,"150 S.F. 153 SPACES LOT L I MINIMUM MINIMUM MINIMUM FRONT REAR SIZE ZE 81 SE PARKING PROVID D• 153 SPACES scale. T=40'-0' I 1124-03 Rev. Bld -Site per St. Lucie count comments ©`�R 114FO MATZO AnmTHEEVFoxnlArrox Drawn b JK K 2 0122.04 Rev. R/lU per St. Lucie count comments, y SHOWVHERF,INARETHE PROPERTY OF THOMAS Checker/ by.GB LUCIDO & ASSOCIATES, PA AND CARD No B674-site REPRODUCTIONS, DISCLOSURES oUSE Date: 0627.03 No. Date Description of Revision FR INPARTISEXPRESSLY PROHIBITED WITHOUT LANDSCAPE A CHIT GT: THOMAS LUCIDO 4 ASSOCIATES, P.A. SID SEl 100'AVENUE A, SUITE 2A IMPERVIOUS AREA: 216 m85 S.F. (3a%) FORT PIERCE, FL 34950 S1D C SURVEYOR MASTELLER, MOLER 4 REED, INC. PERVIOUS AREA: 352,651 S.F. (62%) 2205 14TH AVENUE MA IMU1 VERO BEACH, FL 32960 MA IMUt" ,UTILITY PROVIDER: ST. LUCIE COUNTY UTILITIES Thomas Lucldo & Associates , ®A. Land Planning/Landscape, Architecture 20 40 Lic. #LC-0000335 0 100 Avenue A, Suite 2A, Ft. 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K r. ., a re �.S.m 1;.. .fr. :. •f".ia <fj .;.:,, :" efi. : .r ' ,$+':'.lol FLOM � So' 4'�y4 t �� R P ER�CE, BUILDING .; qr .r TM.CTum 4189 ELM AVENUE ,,ALM BEACH SHEET COI N-ff FIRE DISTRICT t%,&T) FOR CONIPLLANCE tCT TO FIELD LtiSPECTIO T ATyACI�ED Td.VISION S IIVVED BY; _�_�- Ist SHEETINDEX DESCRIPTION TITLE :SHEET FOUNDATION & SLAB PLAN, DETAILS NOTES, OFFICE FOUNDATION, FRAMING PLAN SECTIONS FLOOR PLAN & NOTES OFFICE PLANS, SCHEDULES BUILDING & INTERIOR ELEVATIONS BUILDING SECTIONS CEILING PLAN, FINISH NOTES SECTIONS SECTIONS & DETAILS PLUMBING PLAN, NOTES PLUMBING RISERS H.V.A.C. PLAN, SCHEDULES, NOTES ELECTRICAL SITE PLAN BUILDING POWER PLAN, SCHEDULES BUILDING LIGHTING PLAN, SCHEDULES OFFICE ELECTRICAL PLANS ELECTRICAL NOTES, RISER THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, STL. BUILDING COLUMN ADD #5 HAIRPIN BAR AT SLAB MID -DEPTH (LOC. PER PLAN) ADD 6011 W LAYER 6X6 10/10 W.W.F. CONT. 0 SLAB PERIMETER 5" THK CONC. SLAB W/ SYNTHETIC FIBER REINF. ciSLOPED 1'- " DOOR 0'-011 RECE S ---------- --------- GRADE L a BEAM I 1 HOR Z. ' 05_BARS EQ. THICKENED BARS HOLD 2011 SPACED EA. WAY FOUNDATIONEDGE CONT. CLEAR 4 THRU 1 SIDES SIDTYPES OVERHEAD 1 3'-2" SQ, w 4#5 EW ('��% RECESSI Ft 6'-0" 90. w 7#5 EW F2 1/211� 1_011 6'-8" SQ. w 8#5 EW F3 71-411 ,SQ. w 9#5 EW F4 10'-611 SQ. w 12#5 EW F5 DETAIL FOUNDATIONS F1 THRU F5 _ 1/211=11-01, --T'V1T--i-STL BLDG COLUMN LOCAL 611 CONC. SLAB AT FON. TOP FACE, ADD 1 LAYER 6x6-W1.4/W1.4 ANCHOR BOLT Q_ W.W.F.x18'-0" SQUARE PLAIN CONC. PEDESTAL 5" CONC. SLAB x 2411 MIN. SQUARE, DIAGONAL PATTERN J 0 ON Y E #5 BARS EQ. SPACED EA. WAY 10'-2" SQ. W 12 5 EW F6 'L : FOUND AIL : 40 UT/OUT DIM. ATION F6 1/211-11_011 f. STD. BEND 5" CONC. SLAB W/ SYNTHETIC FIBER REINF. ADDITIONAL 60" WIDE LAYER W.W.F. CONT AT SLAB PERIMETER 4#5 CONT. ( 1/2 T&B ) W/ #3 TIES 0 41-011 O.C. MAX. N.T.S. IIG111 1/2"=P-011 ADDITIONAL 6011 WIDE LAYER 6X6 W1.4XW1.4 CONT AT SLAB PERIMETER 511. CONC. SLAB W/ SYNTHETIC FIBER REINF. 01-011 TOPX 481 LG 21:::: T. SLOPE 4#8 BOTTOM X 481 LG #3 TIES AT 2411 O.C. CONT. (1911 X 111I TIE DIM.) _ ir► SAWCUT 1/3 SLAB THICKNESS C WITHIN 12 HOURS OF CONC. PLACEMENT 5 "THICK CONC. SLAB W.W.F. - DO NOT CUT C,, DETAIL : CONTROL JOINT (CJ) mwi IIG13II v211=11-0'1 1/21, = 1'-011 MACHINERY OUNTING RACKET GINISH RADE 01-01' —3 5 CONT. & 1#3 CROSS IES AT 3611 O.C. CONT. us '- " 2. 1-011 ' 1_ 11 ,_ u.. 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I I I F6 I I I I U: I TYP. --1 CJ CJ �CJ CJ�I I CJ CJ- CJ� CJ r �i CJ CJ I CJ CJ --J 1F3---- i--i---- 2_i—+_ +-----+----�—� -- -- 1 IF31 1 �1 al)U I U U rl -0a I i I I I I 1 F6 I I I 1 --1 CJ CJ CJ i i CJ� CJ CJ CJ J i i CJ CJ CJ CJ 1'-J 1 F2---I ---i- -;F6 -- �1 -- I--- i-+----------�- Mal O } CJ CJ I F6CCJ CJ CJ J J CJ 1 CJ r F2I 1 1 ( i i-------}—�F2 OI U I 1 __ F6 F6 <�jl" CJCJ CJ2 CJ i i CJ CJ CJ JiiCJ� CJ CJ CJ --7--i� I 1 f I F21 - - 5" CONC. SLAB �N COMPACTED --� I -- SOIL SUBGRADE IW/ SYNTHETIC _ FIBER REINF. Ca I HB70 U U I U I O I U' U U U U UI U U I TYP, F6 L-- CJ CJ CJ CJ i--T--iF6 CJ CJ r-- J I CJ C jjj CJ CJ CJ� CJ Ir fi I cl I U U U 1 U U 1 U 1 I r----�F6 U U U - F6 �- 1 CJ CJ-I CJ CJ� 1 1 CJ 1 CJ CJ IIr J i i CJ CJ CJ r- F3T---�F3 _ -- ---- 0 jC4 mj 1n N U U I U U I U U. I U U I U U I HBiD U i1-- - F6 F6 TYP. CCJCJ CJ CJ CJ CJ::]� J__� CJCJ CJCJ 2WID -F COLS. F21IND -- - COLS. I10 I I N{ O UI N---, F4 F5 1 I I T I F4r___J HL________ ______-------- GB7_______-_-_J L_______________________ _GB1_____-----'__ _ ____J L----------- GB1_______L_- _______J ----------------------------- NORTH , I mcc cc m u� i IIGII I I I I 1/2"=1' 011 1 I THESE PLANS AND ALL PROPOSED WORK 1 _ ARE SUBJECT TO ANY CORREC1104S REQUIRED BY FIELD INSPECTORS THAT I I MAY NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, SLAB PLAN BUILDING 11B11 1/1611 = 71-0" REVISIONS BY ow* j-t"m 000 -101 —\z IL 0 ��UID ~ ® Q UJ s�[3 C!7 v� I— (D X LLJ 0[_U- Lu ~mZ CL_ Lu < otf: 0-00 _0) co lu -j Q Ill cV IIl CCo< W t 4 DRAWN S. B. CHECKED DATE 10-6-03 JOB NO. 200308 SHEET OF 3 GENERAL NOTES: ADDITIONAL 0" WIDE LAYER 6X6 W .4/W1.4 REINF. 8" ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA : W.W.F. CMU WALL BUILDING CODE AND REGULATIONS OF OSHA. FOUNDATIONS - : 5" CONC,SLA 1) BOTTOM OF FOOTINGS TO BEAR ON NATIVE SOILS OR CONTROLLED COMPACTED FILL W/ SYNTHETIC: CAPABLE OF SAFELY SUSTAINING 2000 PSF SOIL BEARING PRESSURE, FIBER REINF. 2) FILL USED OR ENCOUNTERED UNDERNEATH FOUNDATIONS AND SLABS SHALL BE 1_O" COMPACTED TO 959 MODIFIED PROCTOR DENSITY. ALL FILL SHALL BE POROUS MATERIAL — — — — —'—' 3) CONTRACTOR SHALL ADEQUATELY PROTECT EXISTING FOUNDATIONS, SLABS AND --------- • • ADJOINING BUILDINGS FROM EROSION AND OTHER DAMAGE. DURING CONSTRUCTION � CONCRETE . • _ 0 1) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 2 Lo N SLABS AND FOUNDATIONS SHALL HAVE A MAX SLUMP OF 5" 2) CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS 1 OF THE ACI BUILDING CODE ( ACI. 318 ) DETAILING MANUAL ( ACI 315 1,. AND THE SPECIFICATIONS FOR STRUCTURAL CON�RETE FOR BUILDINGS ( ACI 301 ). TYP. 3 SIDES. ICI HOLDS $° CLR 3)REINFORCING STEEL SHALL BE MANUFACTURED. FROM HIGH STRENGTH BILLET STEEL \_4#5 CONFORMING TOASTMA615, GRADE60. WELDED WIRE FABRIC SHALL CONFORM TOASTM A185. 3#5 BARS BARS 4) BAR SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS, EA. WAY - 3'-0" SQUARE (F8 & F91 5) MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS FOLLOWS: CONT'D THRU CONCRETE CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH - 3" CONCRETE EXPOSED TO EARTH OR WEATHER 2" FOR #6 THROUGH #18 BARS 1-1/POFORSE #5 BARS AND SMALLER CONCRETE NOT EXPOSED TOWEATHER OR IN CONTACT .WITH GROUND: • Ile FOUNDATION � � � � � � 3/4" FOR SLABS, WALLS, AND JOISTS i('1a 1-1/2" BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 6)INTERIOR SLABS SHALL HAVE A STEEL TROWEL FINISH. EXTERIOR SLABS, APRONS, AND PADS.. SHALL HAVE A LIGHT. BROOM FINISH. 7) BUILDING SLAB SHALL BE TREATED FOR SUBTERRANEAN TERMITES USING QNE OF THE LISTED .MATERIALS A) DURSBAN TC - APPLY 1% SOLUTION AT THE. RATE OF 1 GAL, PER 10 SQUARE FEET OF SLAB AREA ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS ADDITIONAL 6." WIDE B) PREVAIL FT - APPLY 0,30% SOLUTION AT THE RATE OF 1 GAL, PER 10 §PUARE FEET OF LAYER 6X6W .4/WL.4 SLAB AREA ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS W.W.F. i CMU WALL 8) BUILDING SLAB. SHALL HAVE SYNTHETIC FIBER ADMIXTURE PER. ASTM C111u+ 2.5 LB / CU. YD. 5" CONC. SLAB 9) SLAB SHALL BE "WET CURED" FOR 28 DAYS. W/ SYNTHETIC 10) FLOOR. SLABS SHALL BE COATED WITH ANTI HYDRO ACURICON CURING Comf POUND FIBER. REINF. WHEN SLAB HAS HARDENED ENOUGH TO PREVENT MARRING.. APPLY IN ACC'@RDANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS. — — — — — - — - — - _ 111 PRIOR TO CERTIFICATE OF OCCUPANCY FLOOR SLABS SHALL RECEIVE 2'@OATS OF ANTI HYDRO ARMORTOP SURFACE HARDENING AGENT. APPLY. PER MANUFACTURER'S PRINTED SPECIFICATIONS. 4#5 HORIZ. - - BARS CONT. c0r DESIGN LOADS #3 TIES AT ROOF - 20 PSF LIVE 4'-011 O.C. CONT. WIND PER FLORIDA BLDG, CODE, CHAPTER 16, @ 130 MPH (3 SECOND GUST) (14"x10" TIE DIM.) WIND VELOCITY PRESSURE fill F8 MASONRY 11 FURNISH ALL MATERIALS, TOOLS AND LABOR TO INSTALL VARIOUS MASONRY UNITS SHOWN 2011 F9 AND/OR NOTED ON DRAWINGS. 2) ALL MASONRY WORK TO BE INSTALLED BY SKILLED CRAFTSMEN WITH PROFESSIONAL QUALITY. WORK NOT APPROVED BY ARCHITECT WILL BE REMOVED AND REPLACED CORRECTLY AT CONTRACTOR. EXPENSE WITHOUT DELAYS. 3) CONCRETE MASONRY UNITS (CMU) TO BE FIRST QUALITY "All GRADE CURED UNITS OF PROPER �^+ f°'"' TA I L /+� F 1 I U p I\I p'� �+q� � / A I I O p N /mot `+R] (^'-^'+ F 8 P 9 SHAPES AND SIZES FOR EACH APPLICATION. BROKEN, CRACKED, CHIPPED, OR WARPED UNITS F+.. E++ e �A �p V crs d V e.n 1 ��,,..nn \vI WILL BE! REJECTED ALONG WITH UNITS NOT HAVING UNIFORM AGGREGATE FACES.. 3/4-1 O' 4) USE CLEAN SAND AND WATER. WITH. TYPE "M" OR"S" PORTLAND CEMENT MIXED TO PROPER CONSISTANCY AND. PROPORTIONS TO ACHIEVE BEST BOND BETWEEN UNITS USED. 51 BRACE WALLS AS REQUIRED DURING CONSTRUCTIONS UNTIL WALLS ARE PERMANENTLY TIED TO STRUCTURE AND/OR CURED TO DESIGN STRENGTHS, 6)INSTALL GALVANIZED LADDER -TYPE DEFORMED HORIZONTAL BED JOINT REINFORCING AT 16" O.C. ADDITIONAL Boll WIDE VERTICALLY AND AT CORNERS AND INTERSECTIONS OF WALLS.. - LAYER 6X6 W14/W1.4 REINF. 8" 7). INSTALL VERTICAL STEEL. REINFORCING RODS IN CMU CORES FILLED FULL WITH CONCRETE FULL W.W.F. CMU WALL HEIGHT OF WALL FROM FOOTINGS, PER DRAWINGS: FF 8)SET ALL MASONRY IN FULL BED AND HEAD MORTAR. JOINTS, SHOVING UNIT INTO PLACE, 5" CONC. SLAB SQUEEZING MORTAR OUT OF JOINTS AND EXCESS MORTAR IMMEDIATELY STRUCK SMOOTH WITH W/ SYNTHETIC MASONRY UNIT FACES. VOIDS IN ANY MORTAR JOINTS WILL BE REJECTED AND UNITS REMOVED FIBER REINF. AND REPLACED. WITHOUT DELAYS AT CONTRACTOR EXPENSE. LAY UNITS PLUMB.. AND LEVEL.. I 9) EXPOSED MASONRY SHALL :HAVE FLUSH FINISH OR. STRUCK JOINTS AS NOTED ON THE PLANS. . —. —. —. —.'.— — -. —. — — - —. —. —. -. PRE-ENGINEERED METAL BUILDING 11 THE STRUCTURE SHALL BE A CLEAR SPAN RIGID FRAME WITH VARIABLE DEPTH COLUMN AND 3#5 HORIZ. RAFTER SECTIONS OF SHOP WELDED STEEL PLATES. BARS CONT. 2) ALL DESIGN LOADS SHALL BE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE. 3) BUILDING COMPONENTS SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE 811 WITH APPLICABLE SECTIONS OF THE AISC AIS1 SPECIFICATIONS ( LATEST EDITIONS ) AND MBMA LOW RISE BUILDING SYSTEMS MANUAL. 41 FABRICATION AND ERECTION DRAWINGS PREPARED BY THE MANUFACTURER 16" Flo SUBMITTED TO THE FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION. THEY SHALL INDICATE ALL CONNECTION DETAILS, OPENINGS, AND OTHER PERTINENT DETAILS IN ADDITION 2Ou F11 TO THE MAGNITUDE AND LOCATION OF BUILDING REACTIONS UNDER ALL DESIGN LOAD COMBINATIONS. DESIGN CALCULATIONS AND DRAWING SUBMITTALS SHALL BEAR THE SEAL AND SIGNATURE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 5) MANUFACTURER. SHALL PROVIDE COMPONENTS SUCH AS ROOF SHEETS, © T DETAIL:FOUNDATIONS A 1 Q 111 WALL SHEETS, AND TRIM DESIGNED FOR THE SPECIFIED WIND LOADING 6) ALL ANCHOR BOLTS AND EXPANSION BOLTS SHALL BE HOT DIPPED GALVANIZED, WIND LOAD CERTIFICATION JURISDICTION: ST. LUCIE COUNTY PROJECT ADDRESS: KINGS HIGHWAY PROJECT NAME: ATLANTIC TRUSS COMPANY ARCHITECT / ENGINEER: STEPHEN A. BROCK ARCHITECTS, INC. TYPE OF CONSTRUCTION: TYPE IV BUILDING DESIGNED: ENCLOSED X PARTIALLY ENCLOSED WIND SPEED (3 SECOND GUST): 130 MPH X 140 MPH ASCE CATEGORY: 2 (SINGLE FAMILY HOUSE) OTHER X INTERNAL PRESSURE COEFFICENT +/-0.18 BUILDING CATEGORY: 2 EXPOSURE: B IMPORTANCE FACTOR: 1.0 MEAN BUILDING HEIGHT 21'-4" OVERHANG: N/A ROOF PITCH 1/12 COMPONENTS & CLADDING WIND PRESSURES: 25.75 P.S.F. ROOF DEAD LOAD: 2.5 P.S.F. FRAMED FLOOR LIVE LOAD: 125 P.S.F, DEAD LOAD 74 P.S.F. SHUTTERS: YES NO X IMPACT RESISTANT ASSEMBLY: YES X NO ANCHOR DOLT SCHEDULE BOLT DIAMETER MAX. UPLIFT LOAD ON BOLT MAX. HORIZ. LOAD ON BOLT MIN. EMBED DEPTH I D I PROJECTION ( P I HOOK DIM.( H ) BOTTOM OF P BASE PLATE D — 1/2" 2,840 LBS. 1,960 LBS, 8" 2" 2 1/2" 5/8" 4,520 LBS. 3,070 LBS, 10" 2 1/2" 3" 3/4" 6,690 LBS. 4,420 LBS. 12" 2 1/2" 4" 7/8" 9,230 LBS. 6,010 LBS, 1411 3" 4 1/2" 1" 12,110 LBS. 7,850 LBS. 16" 3" 5" 1 1/4" 19,380 LBS. 12,270 LBS. 20" 3 1/2" 6 1/2" 1 1/2" 28,110 LBS. 17,670 LBS, 24" 3 1/2" 8" 1 3/4" 37,970 LBS 24,050 LBS 28" 4" loll 4'-0" 271-4" 121-5" 341-311 :'-4" 5 SP.x4'-0"=20'-0" 4'-7" 8 SP.x3'4"=2b'-8" 3 RJ2 RJ2 r J r--F8 i i F8 i iF7--F8m --- F8 -I r---9 ---1 I I I= I 0 ---- m F7 I r - F9 � , 16'-0" I 1 I L — J 25'-0" - i I 10 _ J n 8i-0" ILI ' 1 -O' 9'-8n 4,iJ cu ----J I I I I I I F FA41 10Fn I I _ 1 I04"F8 I I Flo CIOF71 = F101 i Flo `t I i F111 i Ftt1 I F111 L----1-- —_j L---------�—� ---J LJ_ J L__L__j L_ H RJ2 IF3 RJ2 RJi RJ1 RJ2 RJ2 RJ2 RJ3 RJ2 . CI_d" .1_ w" 91_4" 31_4" 3i_4" 12i_nn AI_nu Ft -au i_n i F�-nu �ai_nh FOUNDATION SLAB DETAIL BUIr 301 BARS 201 BARS CD co _ I I I o �F2 F.r 6" ;. SLAB SIM. IL IN "B". 1/8" = p_O" REINF. CONIC, BEAM SCHEDULE NORTH PLAN MARK WIDTH x DEPTH TOP BARS CONT. BOTT. BARS CONT. #2 TIES CONT, REF. SECTION C51 8" x 13 1/2" 2#6 2#6 48" O.C. C/BS-3 LB1 8" x 16" 2#6 2#6 48" O.C. D,E,F/BS-3 LB2 8" x 16" 4#7 407 24" O,C. D/BS-3 IBI 1 8" x 12" 2#4 204 E/159-3 REINF. CONC. SLAB SCHEDULE I LEPIC METALS "EPICORE MST" STEEL � 101 BARS DECKING, 22 GAUGE GALV. STL SHEET, 2" FORMED RIBS AT.8" O.C., 32" COVERAGE PLAN LEGEND. REINF. SHORED AT_5'-0" MAX. SPANS CONT..�, /� TA I L I \ I N CO A/ N &� SLAB L /�i 8" CMU WALL W/ CONC, FILLED CELL & 1#5 VERT. BAR CONT, FROM FOUNDATION TO BEAM ABOVE, SPACING PER PLAN NO SCALE PLAN MARK BAR SIZE BAR SPACING DIM, "d" BAR LENGTH ENDS 101 #5 8" O.C. 1 3/811 20'-0" PLAIN 201 #5 10" O,C. 2" 31'-0" PLAIN 301 #4 12" O.C. 4 1/4" 6'-6" STD, HOOK 1 END 401 #4 12" O,C, 4 3/4° 6'-6" STD: HOOK 1 END RJ-1 DOOR JAMB, 1 REINF: CELL RJ-2 DOOR, JAMB, 2 REINF. CELLS AT 8" O.C. RJ-3 DOOR JAMB, 3 REINF. CELLS AT 8" O.C. C-1 REINF. CONC. COLUMN, 8"x24" W/ 6#6 BARS TO ELEV. 10'-811, 8"x16" W/ 406 BARS TO ELEV. 14'-011, #2 TIES AT 12" O.C. CONT, TO ELEV. 14'-O" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, REVISIONS I BY Of uJ uJ z z di 0 t0 nQp I 0 4J„� uyU�o Q J 119 ca C i3 U) IL ILI Lu z TL luQ� �y�aOp �uj- ?-Jd Q U_I t 7�N to COQ ?D a to f r r 1. r 46 DRAWN S. B./N. L. CHECKED S, B, DATE 10-6-03 JOB NO. 200308 SHEET —2 OF 3 STL ROOF PANELS �22'-2" MAX,' 19'-711 MIN. REVISIONS BY F 1 �,— FDN F10 i lmomimmu 1/2'1=11-01' ari Mr ^= oA kici c 4"x4"x12 GAUGE ANGLE CLIP W/ 3#12 SHANK SELF - DRILLING SCREWS TO ROOF PURLIN (TYP. 2 PLCS) 4"x 20 GAUGE MIN. STL CEE STUD AT 24" O.C. 6"x 18 GAUGE STEEL CEE STUDS AT 24" MAX. O.C. CONT. 411x20 GAUGE MIN.—\ STL CEE STUD HORIZ. BLOCKING CONT, (TYP. 2 PLCSI 6"x18 GA. STL STUD TRACK W/ 1/4" SHANK x 1 1/2" LONG TAPPING ANCHORS AT 24" O.C. 6" CONC.- SLAB •i• EPICOREJ DECKING 8"x1O" CONC. — CAP W/ 2#5 BOTTOM BARS CONT. REINF. 8" - CMU WALL STL ROOF PANELS 12 O PLAIN 8" CMU TOP PANEL - 5/8" PLY WOOD LB1 SHEATHIG CONT., E T'R GRADE, YPE _ C-D OR ESETTER, 0 FACE GRAIN µ TO STUD 1#4 ANCHOR — BAR CONT, 10'-8" O 1#4 ANCH R BAR CONT. AT SLAB 8"x1O" CONC.— EDGE CAP W/ 2#5 BOTTOM BARS CONT. REINF. 8"- CMU WALL •1• SL TL ROOF PURLIN-TYP. 6" CONC. 1 SLAB 71' 15'-4" 4" CONC. 4" CONC. -5.34" SLAB SLAB -p" pn FDN F11 FDN F11 A SECTION SECTION STEEL GIRTS— --- STL WALL PANELS STL BLDG CHANNEL GIRT W/ 1#4 ANCHOR BAR 1/2" DIA.x3" LG STUD ANCHOR CONT. AT SLAB EDGE AT 6'-0" MAX. O.C. CONT. 6" CONC. SLAB CRAWL #7720 OR EQUIV.I • 101-8" 101-8" _ _N •I• EPICORE C51 I DECKING 8"x11 1/2" CONC. CAP BEAM W/ 2#5 BOTTOM BARS CONT. I I I I I � N � I o� cv REINF. 8" °) I CMU WALL REINF. 8" CMU WALL I 4" CONC. SLAB 7777777 N W Z WU _ W FDh F8 c SECTION 1/211.11-011 1/2"=1'-0" to", ciNf- ^UZO �� ^Ulu PON F9 4" CONC. SLAB — — — — — D ALL PROPOSED WORK RUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SECTION 1/211=1'-011 x to to z z to r f DR. A S, B,/N. L. CHECKED S, B, DATE 10-6-03 JOB NO, 200308 SHEET BS-3 OF 3 r FE-1 J.L. INDUSTRIES COSMIC 10E EXTINGUISHER RATED U.L. 4A-60BC PROVIDE STANDARD WALL MOUNTING BRACKET NOTE: J.L. INDUSTRIES IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE LARSON, THOMAS, MODERN METAL PRODUCTS. NOTE: THIS BUILDING IS TYPE IV CONSTRUCTION PER THE FLORIDA BUILDING CODE 2001 EDITION. THE OCCUPANCY CLASSIFICATION IS GROUP 'IF" FACTORY INDUSTRIAL, PROVIDE FIRE SPRINKLER SYSTEM PER N,F,P.A. 13, ORDINARY HAZARD AND ST. LUCIE COUNTY FIRE DEPARTMENT, A B C D E-011 T G T 251-011 i_ a 1-011 42 a 1_6i 45' n u ------------------------ 1nm � - - 8 i ! B I L-------------------------_r--I—SEE SHEET EA-2 FOR 1/411 In FLOOR PLANS cq OF THIS AREA 3 - t:��:—WIND y i COLUMNS WIND I I COLUMNS I I, I I I - — - -- -- I I cq F F A- A I I I FE-1 6 0 - - ----- - -----1-1- - - --- --lo - - - -- Ln N I I MANUFACTURING AREA I I v I I cq I I 0 i I L N I I Lo cq I I WIND COLUMNS I I WINDCOLUMNS W W z 0 z W d cn 00 n00 Of IL 1 (.-3 U c6 � Q CamZ lu ot:: —� to {-- Qz q IL Lu W UJ LL-t Q ~ CL 0 o W d) cV W co toko 4 z Z CL Q CL a 2 z u O IL � U < (l\ Lu LL ID I NORTH FL.00I PLAN BUILDING 111311 DRAWN S. B. CHECKED THESE PLANS AND ALL PROPOSED WORKS B. ARE SUBJECT TO ANY CORRECTIONS DATE 10-6-03 REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO J Q B' N O. COMPLYWITH ALL APPLICABLE CODES, 200308 SHEET A-1 OF 7 REVISIONS BY DOOR SCHEDULE MK DOOR FRAME THRESH. K REMARKS i I SIZE MATERIAL FINISH MATERIAL FINISH 1 31-01lx7'-0"xt 3/4" HOLL. MTL PAINT HOLL. MTL. PAINT 1 121IX12" LOUVER 2 31-01lx7'-0"xt 3/4" HOLL. MTL PAINT HOLL. MTL. PAINT 1 241IX24" LOUVER 3 21-81lx7'-0"xt 3/4" HOLL. MTL PAINT HOLL, MTL. PAINT 2 UNDERCUT 12" 4 31-01lx7'-0"xi 3/4" HOLL, MTL PAINT HOLL. MTL. PAINT 2 UNDERCUT 12" 5 6'-01Ix7'-011x1 3/4" HOLL. MTL PAINT HOLL. MTL, PAINT 3 24"X24" LOUVERS 6 12'-0"X14'-O" STEEL PAINT STEEL PAINT 4 ROLL -UP 7 12'-0"X14'-O" STEEL PAINT STEEL PAINT RECESS 4 ROLL -UP 8 31-01lx7'-0"xi 3/4" HOLL. MTL PAINT HOLL. MTL. PAINT 1 9 6'-0"x7'-0"x1 3/4" HOLL. MTL PAINT HOLL. MTL, PAINT 6 6"X24" IMPACT LITES 3'-0"x7'-O"xi 3/4"HOLL. MTL PAINT HOLL. MTL. PAINT 5 6"X24" IMPACT LITE ff 3'-0"x7'-O"xi 3/4"HOLL. MTL PAINT HOLL. MTL. PAINT 13'-0"x7'-0"xi 3/4" HOLL. MTL PAINT HOLL. MTL. PAINT 1 ROOM FINISH SCHEDULE NO. NAME FLOOR EASE WALLS CEILING MATERIAL FINISH MATERIAL FINISH HT. 101 MEN CERAMIC TILE CERAMIC TILE CMU EPDXY PAINT CONC. DECK PAINT 10'-0" 102 WOMEN CERAMIC TILE CERAMIC TILE CMU EPDXY PAINT CONC. DECK PAINT 10'-0" 103 ELECT. CONC. CMU PAINT CONK. DECK PAINT 10'-0" 104 MAINT. CONC. CMU PAINT STEEL STRUCT. PAINT 10'-0" 105 BREAK PAINTED CONC. CMU EPDXY PAINT ACOUST, TILE FISSURED 10'-0" 106 _NCT USED 201 OFFICE VCT VINYL DRYWALL PAINT ACOUST. FISSURED 8'-O" 202 TOILET CERAMIC TILE CERAMIC TILE DRYWALL PAINT DRYWALL FISSURED 8'-0" 5'-O" CER. TILE WAINSCOT 203 STORAGE VCT VINYL DRYWALL PAINT OPEN STRUCTURE WASHROOM ACCESSORIES GRAB BARS 1O BOBRICK #B-6806 X 42 1-1/2" DIAMETER, 42" LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL. GRAB BARS Q BOBRICK #B-6806 X 36 1-1/2" DIAMETER, 36" LONG, STAINLESS STEEL, CONCEALED MOUNTING. MOUNT 33" A.F.F. TO TOP OF RAIL. TISSUE DISPENSER: O3 BOBRICK #B-2740 CAST ALUMINUM, SINGLE ROLL, SURFACED MOUNTED WITH THEFT RESISTANT SPINDLE. WALL MOUNTED AT 32" A.F.F. MIRROR: O4 BOBRICK #B-165 18X36, STAINLESS STEEL FRAME, 1/4" PLATE GLASS, 181IX36" PAPER TOWEL/ O COMBINATION PAPER TOWEL DISPJ WASTE RECEPTACLE WASTE RECEPTACLE MOUNTED @ 38" A.F.F. BOBRICK #B-369 NOTES: 1) BOBRICK WASHROOM EQUIPMENT IS SPECIFIED AS A DESIGN BASIS. OTHER ACCEPTABLE MANUFACTURERS ARE AMERICAN SPECIALITIES, INC., AMERICAN DISPENSER, AND BRADLEY. 2) PROVIDE SOLID WOOD BACKING FOR ALL WALL MOUNTED ACCESSORIES INCLUDING TOILET PARTITIONS. ap . 0 N INSTALL 2 STEEL BOL CONDENSIN AND TRAW 0 m � U 74'-0" 13'-2" N 20 4 CIO TOILET 3 11 202 A 5 1 co I E BA-6 OPEN TO BREAK ROOM B OPEN TO MAINTENANCE A CEILING BELOW AREA BELOW BA-6 BA-6 STORAGE OFFICE C 203 Fro1 BA-6 0 J Lu 31- it 6'-4, 3'- 4'-104'-O" O" I 12 — 10 FE-1 77174 111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - I"J—F TTTTTT-I—I—FT T—I—T= coSIMILIAR w Q o Q I i i iDNi HXN6RXILS m m � I I I I I I I I I L L1_J—I—LLL—I_LLL _I_L_L= GUARDRAIL 17-1011 NORTH DETAIL: MEZZANINE FLAN BUILDING "B" 1/4" n 11-0" =TAIL: vcy ianu =LOOK PLAN BUILDING IT 1 L/ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLYWITH ALL APPLICABLE COC w to Hi Z Z Hi ow* low �00 UILve) zNQ� �—� Z Q - ui N X Luo[_L ~uZ UQ� Lkfa.NO cCco w_j UJ �0cV W Q Go Q Z Z Q 0— G U O z U O 1--t (n J IL ~ U � � W U Q ~ IL Hi z � � � Q i-- IL ~ W Q Z DRAWN S. B. CHECKED S. B. DATE 10-6-03 JOB NO, 200308 SHEET BA-2 OF 7 PAINTED DR` BEYOND CERAMIC TILE WAINSCOT /-PAINTED CONCRETE O co �2 T 3 LAV HC WC 1'-6" 2 TOI MT #202 1 WOMEN 10 1/4" = 1'-O" A^ 1/4" = 1'-0 CMU TOILET PAINTED CONCRETE PARTITIONS MASONRY CMU URINAL SCREENS 0 ; O O ;'O 4 H co gHCC TLAV CERAMIC TILE BASE 4 `I' MEN #101 A^ 1/4" = 1'-0" 4" SPLASH— REF. REF. MICA LAM SINK DRAWERS R COUNTETOP OOO [ mN L-F . ..... -V-F- FIXED PANELS 4" KICK BASE CABS 5 AK #105 A^ 1/4" = 1'-0" i MASONRY �"` ITTDJ SEE SHEET BA-4 (7E) FOR 1/4" SECTION IS AREA ------------------ O PREFINIMHED STEEL 12fTH -------� RAKE TRIM 1 PREFINISHED STEEL GUTTER I A PREFINISHED STEEL DOWNSPOUTS IOS) F/11 L L L------ -------- ---------J MAINFRAME _..2 COLUMN C A e^" -T" C _ M 1®1 PAINTED CONCRETE MASONRY 18° TYPE 7 TYPE 6 TYPE 5 PAINTED CONCRETE MASONRY' 12 1F_ - �0PEN� I 24 GA. ZINC / ALUM COATED STEEL ROOF SHEETS PREFINISHED STEEL GUTTER PREFINISHED 24 GA. /T STEEL WALL PANELS �OPEN- PREFINISHED STEEL WALL FLASHING DS PREFINISHED STEEL DOWNSPOUTS IDS) PAINTED STUCCO OVP-R--j 8" CMU WALL z_OPEN-/ TYPE 4 Z_OPEN-/ -DS vx-OPEN--"'A OPENOPEN -DS DS Z_OPEN-/ -DS �OPEN­� OPEN—/ TYPE 3 DOOR ELEVATIONS _ IN OW Fl I=VATION WS I i OPEN OUT I i Z—OPENJ -DS I M INFRAME _RAFTER � .STEEL WALL SHEETS OPP. END NDWALL COLS MAINFRAME COLUMN PLAN COLUMN PREFINISHED STEEL RAKE TRIM PREFINISHED STEEL GUTTER PREFINISHED STEEL mom DOWNSPOUTS IDS) PREFINISHED 24 GA. STEEL WALL PANELS OPEN OPEN OPEN OPEN DS DS DS DS DS _L VATION 1/16n = p_pu OPEN- OPEN -DS DS .EVATI N 1/16" 11-0" 1 24 GA. ZINC /ALUM COATED STEEL ROOF SHEETS PREFINISHED STEEL GUTTER PREFINISHED 24 GA. STEEL WALL PANELS PREFINISHED STEEL OPEN N� OPEN -- WALL FLASHING � PREFINISHED STEEL -DS DS DS77— DOWNSPOUTS (DS) PAINTED STUCCO OVER 8" CMU WALL BEYOND REVISIONS BY l0 � O) to-1 O) 'd ® Nzu-jo* ��ILQ IL1 Q 0.gy caui2 IL Lu F— LLJ t-- IL r ci lu'W 6---wwrn C9� t-- X o O O W C14Q� r i r r 1' r (t i NOTE ALL EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RATED ASSEMBLIES PER THE FLORIDA BUILDING CODE 2001 EDITION CONTRACTOR SHALL FURNISH PRODUCT APPROVAL SHOWING SPECIFIC INSTALLATION REQUIREMENTS FOR THIS PROJECT hM 4'-0" FLUSH PANEL HOLLOW METAL HOLLOW METAL _� - ESP ALUM FRAMING W/ CLEAR IMPACT RATED GLASS TYPE 2 TYPE 1 SH FLOOR THESE PLANS ALL PROPOSED WORK '4nc CUNLU ANYCORREC71ONS REQUIRED BY MELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH Al I li= IrAMI DRAWN S. B. CHECKED S, S. DATE 10-6-03 JOB NO, 200308 SHEET BA-3 0 REVISIONS BY PREFINISHED STEEL GUTTE PREFINISHED STEEL DOWN: STEEL GIRTS STEEL CEE B TO TOP OF C WALL CMU WALL W PAINTED STO PREFINISHED STEEL GUTTER PREFINISHED STEEL DOWNSPOUTS STEEL GIRTS STEEL CEE BOLTED — TO TOP OF CMU WALL O CMU WALL W/ — PAINTED STUCCO A 311 VINYL FACED FIBERGLASS INSUL 24 GA. ZINC / ALUM COATED STEEL ROOF STEEL PURLINS ACOUSTIC. TILE CEIL BREAK Flo s STUCCO FINISH u SECTION -A 1/4" = 1'-O° STEEL GIRTS - ENDWALL RAFTER STEEL ENDWALL COLUMN MAINTENANCE 104 B C I III 12 STORAGE ACOUSTICAL F2 0 31 TILE CEILING DOOR HOOD OFFICE _ . \ 201. PAINTED DRYWALL I � I STEEL i ENDWALL COLUMN EXPOSED WOMEN ELECTRICAL 02 103 7 O in SECTION B- 1/4" = l'-0" MEN 101 =L GIRTS '_L CEE BOLTED STEEL GIRTS STEEL CEE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, 0 tp 't y 0W �00 A Q3 LL 0 z Q co Lu `i--' x Ill �mZ Z a-0oo 10 J d lu L `o C14 uj Q QlC; d- N � z z Q <t 0 ® z U o LL rf� U LL1 Q U IL 1 nWn Q -il z DRAWN S. B. CHECKED S. 5, DATE 10-6703 JOB NO. 200308 SHEET — OF 7 REVISIONS BY DOOR AND FINISH NOTES ) 11 HOLLOW METAL DOORS SHALL BE GALVANIZED WITH FACTORY PRIMER. 2) EXTERIOR HOLLOW METAL DOORS SHALL BE 18 GAUGE WITH 16 GAUGE FRAME INTERIOR HOLLOW METAL DOORS SHALL BE 20 GAUGE WITH 16 GAUGE FRAME 3) EACH EXTERIOR HOLLOW METAL DOOR SHALL BE PROVIDED WITH THE FOLLOWING FINISH HARDWARE: A: CORBIN LOCKSET #CL3451 NZD MOB C6 626, S.S., ENTRANCE FUNCTION, US32D B: CORBIN DEADLOCK, # DL3013CLG 626, SINGLE CYLINDER WITH THUMB —TURN INSIDE, U926D C: PEMKO THRESHOLD #179A D: PEMKO #319CN WEATHER STRIPPING E: SILENCERS F: 1-1/2 PR. STANLEY HINGES 4 1/2" X 4 1/2", S.S., BALL BEARING, NON—REMOVEABLE PIN S.S. G: CLOSER — RUSSWIN #P2820—BH 4) EACH INTERIOR HOLLOW METAL DOOR SHALL BE PROVIDED WITH THE FOLLOWING FINISH HARDWARE: A: CORBIN #CL3651 NZD M08 CL6 626, U526D, ENTRANCE FUNCTION B: SILENCERS C: 1-1/2 PR. STANLEY HINGES, 4 1/2" X 4 1/2" #1279, FULL MORTISE, USP D: PROVIDE WALL OR FLOOR STOP AS CONDITIONS REQUIRE. 5) DOORS #1, 2, 10, 11, 12 SHALL BE PROVIDED WITH RUSSWIN #2820-8 CLOSER AND 1 1/2 PR, HAGER HINGES #BB1279 6) PERSONNEL DOORS, FRAMES, EXTERIOR OF OVERHEAD DOORS, BOLLARDS, AND OTHER EXTERIOR EXPOSED STEEL SHALL RECEIVE 2 COATS PITTSBURG # 6-274 GLOSS ALKYD ENAMEL OVER FACTORY PRIME. 71 ITEMS NOT FACTORY PRIMED SHALL RECEIVE 1 COAT COMPATABLE PRIMER. 81 FLOOR SLABS SHALL BE COATED WITH ANTI HYDRO ACURICON CURING COMPOUND WHEN SLAB HAS HARDENED ENOUGH TO PREVENT MARRING. APPLY IN ACCORDANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS. 91 PRIOR TO CERTIFICATE OF OCCUPANCY FLOOR SLABS SHALL RECEIVE 2 COATS OF ANTI HYDRO ARMORTOP SURFACE HARDENING AGENT. APPLY PER MANUFACTURER'S PRINTED SPECIFICATIONS. 10) ALL INTERIOR DRYWALL PARTITIONS AND CEILINGS SHALL RECEIVE 2 FINISH COATS PITTSBURGH #6-411 LOW LUSTER LATEX ENAMEL OVER 1 COAT PITTSBURGH #6-2 PRIMER. 11) METAL BUILDING INSULATION SHALL BE FACED WITH ALPHA —TEMP (SCRIM BASE) VRP-3, 121 ALL EXTERIOR EXPOSED CONCRETE BLOCK AND CONCRETE SHALL RECIEVE 1 COAT PITTSBURGH #6-7 SPEEDHIDE BLOCK FILLER W/ 2 COATS PITTSBURGH SPEEDHIDE #6-610 ACRYLIC HOUSE PAINT ED ILING F_ L = MEZZANINE CEILING PLAN BUILDING "B" 1/4" = 11-0" NORTH A B C T n lvdl A/`(IIICTT("'AI 1/4" - 13-03' D FLOOR CEILING PLAN BUILDI NORTH ' I THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, w LLl lu z_ z W Otod or) 00 00 UZNQt4 © Def 0 t0 w a lok V' X u j IL W Lu z CL LLIUa� I.�a-00 �a,j-j* 'a uw � � N W <D Q OD Z Z 0 0- H v O z U O H J N LL ~ U q1 Q ~ U- W U H Z LL Q j U— Lu Q z DRAWN S. E3. CHECKED S. 6. DATE 10-6-03 JOB NO. 200308 SHEET BA-5 OF 7 I _ 7'-0° ! - - 4 SPACES X 1'-9" 71-0" 17'-11" 18 TREADS X 11" = 16'-roll BOLT CHANNEL TO WALL W/ 4" 17'-711 4° 1 7/811 STL 3X1 1/2X1/4"XLLV 1/2" DIA.x3" LG STUD ANCHOR (TYP. 10 PLCS) AT 2'-0" MAX. O.C. CONT. - 1/4" TYP. (RAWL 07720 OR EQUIV.) I MC10X8.4 (TYP.) -11 -]I- -\V I T IF 1 3.50 TYP. 0 0 I I II (TYP.X8.4 2 PLCS.) z0 \0_1 L 1 L A /_8 1/8" TYP -� -1 JJ� TYP TYP, 4 SIDES 12 GAUGE (MIN,1 STL TREAD 1 3/16" AT TR. PLATE PLATE CONT., MULTIGRIP OR FOURWAY PATTERN ON TOP FACE TS3X3 COL BELOW 1 T O P VIEW HOLD 111 (TYP. 2 PL CPS) 0 STL. TUBE COL. 11" TREAD T53X3X.187" MIN. 1" TYP °� TYP. 2 PLCSI uj IN �n 4"X7"X1/2" MIN. STEEL \ - BASE PLATE W/ 1-5/84 X 4" LG, GALV STEEL STUD \ ANCHOR TO SLAB MC1OX8.4 N STRINGER TYP 1/16 1/8 3/16" STL TREAD PLAT , COLD BEND NOSINGS, MULTIGRIP OR FOURWAY PATTERN ON TREAD FACE H T �►CT O A 1 _. 1 /2n a 10" I 24 GA. ZINC. / ALUM. 3" VINYL FACED COATED STEEL ROOF FIBERGLASS SHEETS INSUL. 24 GA. ZINC. / ALUM. STL ROOF COATED STEEL ROOF PURLIN-TYP, SHEETS 12 RAKE ANGLE PREFINISHED PURLINS STL TRIM RAKE\­ENDWALL FRAME 24 GA. ZINC. ALUM. 3" VINYL FACED COATED STEEL ROOF FIBERGLASS SHEETS INSUL 1, - 1 1 24 GA. ZINC. / ALUM.-\ Y6" R-19 IBERGLASS 6" R-19. FIBERGLASS COATED STEEL ROOF INSULATION INSULATION SHEETS 12 ACOUST. TILE CEILING ACOUST. TILE CEILING RAKE ANGLE 1. 3 5/8" 25 GA. GALV. PREFINISHED PURLINS STEEL STUDS AT 16" STL RAKE TRIM O.C. CONT. W/ 5/8" DRYWALL INSIDE 3 1/2" R-11 FIBERGLASS 3 5/6" 25 GA. GALV. ENDWALL FRAME 3" VINYL FACED GATT INSULATION STEEL STUDS AT 16" FIBERGLASS O.C. CONT. W/ 5/8" 3" VINYL FACED INSUL DRYWALL EA. SIDE PLAIN 8" CMU 0 3" VINYL FACED o FIBERGLASS TOP PANEL J FIBERGLASS a INSUL 00 INSUL 3 1/2" R-11 FIBERGLASS _ CONC. BEAM OFFICE BATT INSULATION STORAGC SEE STRUCT. STEEL GIRTS STEEL GIRTS STL BLDG CHANNEL GIRT W/ STL BLDG CHANNEL GIRT W/ PREFINISF ED 24 „ " PREFINISHED 124 „ 1/2 DIA.x3 LG STUD ANCHOR 1/2 DIA.x3„ LG STUD ANCHOR GA. STEEL.WALL GA. STEE WALL PANELS AT 4 0 MAX. O.C. CONT. PANELS AT 4,_ O„ MAX. O.C. GONT. (RAWL #7720 OR EQUIV.) (RAWL #7720 OR EQUIV.) PREFINIS ED STL 6" CONC. SLAB 611 SLAB NC PREFINISHED STL roll GONG. SLAB WALL FLASHING WALL FLASHING 10'-8" _ 10'-8" 10'-8u - • • • • • _ N EPICORE L _ • • EPICORE 6" R-19 • • CMU FILLER • • • DECKING DECKING FIBERGLASS TO DECK EPICORE INSULATION CONC. ABOVE DECKING BEAM CONC. BEAM SEE STRUCT. SEE STRUCT. ACOUST. TILEt t ELECTRICAL N c� REINF. 8" CMU WALL SEE STRUCT.' FOR REINF 5" CONC. SLAB lu N / LAI (VN♦ ^UO ' HJ U 9 �— FDN F9 SECTION O 8" .CMU PARTITION 5" CONC, SLAB N • • III Z� FDN 1=71 luU :SECTION o A- 1/2114_0" A _ ELECTRICAL —REINF, 8" CMU WALL SEE STRUCT. FOR REINF 5" CONC, SLAB LL�/' '� FDN F9 SECTION CEILING L_ e STL: TUBE COL. STPj TS3X3X.187" MIN.' NG L TYP 2 PLCSI 7,636 i_ \ 12 4"X7"X1/2" MIN. STEEL r^� / BASE PLATE W/ 1-5/8110 H / X 4" LG. GALV STEEL STUD � ANCHOR TO SLAB A _, _ VIEW AT STEED. STAIR A- DESIGN LIVE LOAD = 100 PSF TYP. 24 GA. ZINC. / ALUM. COATED STEEL ROOF SHEETS 11� z_STL ROOF T PURLIN-TYP. w 3" VINYL FACED FIBERGLASS 17'-5.34" INSUL PLAIN 8" CMU TOP PANEL 15'-4" CONC. BEAM SEE STRUCT. 0 CONC. BEAM SEE STRUCT. 8"x10" CONC, CAP SEE STRUCT. BREAK MAINTENANCE rn REINF. S' — CMU WALL SEE STRUCT. FOR REINF • • 5" CONC. SLAB FDN F10 c SECTION A— 1 / 2"=1'- 0" 24 GA. ZINC. / ALUM. COATED STEEL ROOF SHEETS STEEL PURLINS� WALL BRACING ZSTL ROOF SEE STRUCT PURLIN-TYP. 19'-7" -STL ROOF - ACOUSTICAL TILE PURLIN-TYP. 6° CEILING FIBERGLASS d BATT INSULATION 3/4" STUCCO ON PAPER 5/8" DRWALL BACKED WIRE 6"x 18 GAUGE STEEL LATH CEE STUDS AT 24" 151-4" MAX. O,C. CONT. OFFICE 41lx20 GAUGE MIN. 5/8" PLYWOOD STL CEE STUD HORIZ. SHEATHING BLOCKING CONT, CONT., EXT'R (TYP. 2 PLCS) GRADE, TYPE _ C-D OR BETTER, o <Y 6"x18 GA. STL STUD .FACE GRAIN d- TRACK TO STUDS - roll CONC. 6" CONC. A'\ SLAB SLAB 0 EPICORE -EPICORE DECKING DECKING 8"x10" CONC. CAP SEE STRUCT. MAINTENANCE ELECTRICAL CHASE NG MA,NUFACTURING 4" CMU PARTITION , m w MEN REINF. 8° REINF. 8" CMU WALL CMU WALL SEE STRUCT. SEE STRUCT. FOR REINF FOR REINF 5" CONC. SLAB • • FDN F11 EICTION A- 1/211=1'-0" to w Q 0 I 0 VA !D -" 19'-7" MIN. 5" CONC. SLAB _o„ qu THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS �— FDrRooREDBYFIELD INSPECTORS ,THAT MAYBE NECESSARY IN ORDER TO CA iECTrf3L T' ALL APPLICABLE CODES, 1/2"=1'-0i' REVISIONS BY OW�f I �0 O O C.�I Oo � r CID l0 w to i-- a x jUQI.IILL < UJ ILu m z jUQ� 00 > ILI racq cl W � � Q M 1p z Z 0- C) 2 H o z_ U () IL Lu IL Lu r 9 z IL Q � Z DRAWN S, B,/N. L. CHECKED S, B. DATE 10-6-03 JOB NO. 200308 SHEET 13A-6 ®F % 24 GA. ZINC. / ALUM. 3" VINYL FACED COATED STEEL ROOF F FIBERGLASS INSUL. 24 GA. ZINC. / ALUM. COATED STEEL ROOF 3" VINYL FACE FIBERGLASS INSUL c, rR._VI.,0N7..,. I RAKE ANGLE PREFINISHED � L PURLINS STL RAKE TRIM II II it ENDWALL FRAME PREFINISHED 24—N GA. STEEL WALL PANELS 10'-8" cq n ol N O I- 0 J O W L cN W a STEEL GIRTS ENDWALL COLUMN RAKE ANGLE PREFINISHED STL RAKE TRIM' PREFINISHED 24- GA. STEEL WALL PANELS • L PURLINS ENDWALL FRAME ENDWALL STUB COLUMN STEEL GIRTS /-WALL BRACING BY STL BLDG MF'R H SECTION 1/2"=1'-0" 5" CONC. SLAB 0'-o" FDN F8 SECTION A - 7 1/2"=1'-a' 24 GA. ZINC. / ALUM. 24 GA. ZINC. / ALUM. COATED STEEL ROOF COp(TED STEEL ROOF* SHEETS SHEETS 24 GA. ZINC. / ALUM. COATED STEEL ROOF SHEETS 1T-5.34° PREFINISHED 3" VINYL FACED = 3" INYL FACED = STL GUTTER FIBERGLASS STL ROOF N FIBERGLASS TSTL ROOF N INSUL PURLIN-TYP. INSUL PURLIN-TYP. REINF. 8" REINF. 8" 3" VINYL FACED STL SAVE FIBERGLASS STRUT INSUL PREFINISHED 5TL DOWNSPC UTS MAINFRAME RAFTER MAINFRAME COLUMN F- x O di x w a w 0 w 5" CONC. SLAB FDN F8 SECTION A-7 1/2"=1'-ou CMU CELL 15'-qn CMU CELL AT 4'-0" AT 4'-0" O.C. CONT. O.0 CONT. CONC, BEAM CONC. BEAM SEE STRUCT, SEE STRUCT. MANUFACTURING REINF. 8" � CMU WALL SEE STRUCT. FOR REINF MAINTENANCE 5" CONC. SLAB FDN F10 SECTION um► O- 15'-4° F EEL ROLL DOOR 0 MAINTENANCE 5" CONC. SLAB • • FDN F10 D SECTION 701 24 GA. ZINC. / ALUM. COATED STEEL ROOF RAKE ANGLE — PREFINISHED— STL RAKE TRIM PREFINISHED 24 GA. STEEL WALL PANELS 10'-8" N [3" VINYL FACED 24 GA. ZINC. / ALUM. FIBERGLASS COATED STEEL ROOF INSUL SHEETS RAKE ANGLE PURLINS PREFINISHED STL RAKE TRIM ENDWALL FRAME ,,-3" VINYL FACED FIBERGLASS INSUL STEEL GIRTS PREFINISHED 24---,. STL BLDG CHANNEL GIRT W/ GA. STEEL WALL F1/2" DIA.x3" LG STUD ANCHOR PANELS AT 6'-0" MAX. O.C. CONT (RAWL #7720 OR EQUIV.) 10'-8" 3" VINYL FACED FIBERGLASS INSUL. CONC. WASH ° 4" DIAM. STD. STL. PIPE, FILLED SOLID W/ CONC. & PAINTED TRAFFIC 0 a YELLOW �t 1/2" EXP. JT. MATERIAL CONC. APRON OR ASPHALT PAVING .° SEE PLAN a:. •"' CONC. BASE 2'-0" 1/2"=1'-O" 24 GA. ZINC. / ALUM. COATED STEEL ROOF SHEETS PURLINS PREFINISHED STL GUTTER ENDWALL FRAME , 3" VINYL FACED 3" VINYL FACED STL SAVE FIBERGLASS FIBERGLASS STRUT INSUL. INSUL. PREFINISHED STL DOWNSPOUTS STEEL GIRTS STEEL GIRTS PREFINISHED 24 STL BLDG CHANNEL GIRT W/ GA. STEEL WALL LLAT L BLDG CHANNEL GIRT W/ PANELS 1/2" DIA.x3" LG STUD ANCHOR DIA.x3" LG STUD ANCHOR AT 6'-0" MAX. D.C. CONT. 6'-0" MAX. O.C. CONT. (RAWL #7720 OR EQUIV.) WL #7720 OR EQUIV.) • I • CONC. BEAM • I • 6" R-19 FIBERGLASS `^ • I • 6" R-19 FIBERGLASS SEE STRUCT, INSULATION INSULATION MAINTENANCE_ N _i -REINF. 8" CMU WALL SEE STRUCT. FOR REINF 5" CONC. SLAB 01-O" Su ACOUST. TILE CEILING ACOUST. TILE CEILING CONC. BEAM CONC, BEAM SEE STRUCT. SEE STRUCT. BREAK ROOM - REINF. 8" REINF. 8" CMU WALL CMU WALL SEE STRUCT, SEE STRUCT. FOR REINF FOR REINF 5" CONC I 5" CONC, SLAB SLAB O'-0" - U) - NUO �0 = NF ^UO -O� L F8 PDN F8 ` c SECTION B SECTION A- 7 1/2"=1'-0" A- 7 1 /2"=1'-O" 1 D ALL PROPOSED WOO, o L ESUBJECT TO ANY CORRECTIO! F REQUIRED BY FIELD INSPECTORS Ti MAY BE NECESSARY IN ORDER TO FDN F8 O L WTHALL APPLICABLE CODES, A SECT A- 7 1/2'1=1'-0" Of w ILI z 0 z ILI ® l® -t j cn 00 ``%®O 1 �Caau�O ® zQ _ d w .may ko ca txc to X U= Q 2 lu Q 1- IL �•--.fa CL_ W'a� a_ 0 0 J lu lu co<to Q si- cd1 'n 1 � , 1 i i DRAWN S. B./N, L. CHECKED S. B. DATE 10-6-03 JOB NO. 200308 SHEET A-7 OF 7 PLUMBING FIXTURES FIXTURES AND EQUIPMENT NUMBERS ARE BASED ON AMERICAN STANDARD UNLESS OTHERWISE NOTED. WC HANDICAPPED WATER CLOSET: FLOOR MOUNTED, FLUSH TANK, WITH ELONGATED BOWL 1811 HIGH FOR HANDICAPPED, WITH TWO BOLT CAPS, 2108.408 AND 380 TL "CHURCH' SEAT, AND SUPPLY WITH ANGLE STOP. LAV LAVATORY: MODEL 0124,151 "COMRADEII WHITE, WITH JOSAM CARRIER. PROVIDE FLEXIBLE SUPPLIES WITH ANGLE WHEEL STOP, 4446.019 NIPPLE WITH ESCUTCHEON, AND 17 GAUGE "P" TRAP AND GRID DRAIN, FAUCET 7516.172. INSULATE TRAP AND HW LINE. SK SINK: ELKAY CR-2522, SINGLE COMPARTMENT, 7" DEEP, WITH LK-35_DRAIN OUTLETS, LK-4123-F FAUCET WITH GOOSENECK SPOUT, 1 1/211 CP CAST BRASS PP" TRAP. EWC ELECTRIC WATER COOLER: HAWS WHEELCHAIR WATER COOLER, MODEL HWCAB MOUNT 1 COOLER SPOUT AT 3611 A.F.F. AND 1 COOLER AT STANDARD HEIGHT UR URINAL: AMERICAN STANDARD TRIMBROOK 6561,017 W/ SLOAN FLUSH VALVE 1.0 GPF, WHITE FD FLOOR DRAINS: JOSAM 30003-5A-2-50 DRAIN, JOSAM 88250 TRAP SEAL PRIMER VALVE INSTALLED ON ADJACENT LAVATORY CW SUPPLY. INSTALL 1/211 ANNEALED COPPER PIPING CONNECTION TO FLOOR DRAIN BODY. WH-1 HOT WATER HEATER, 15 GALLON VERTICAL TANK, 2 KW ELEMENTS AT 110 VOLTS, TANK DRAIN, DIELECTRIC UNIONS ON HW- & CW PIPING CONN., P&T RELIEF VALVE W/ VENT TO EXTERIOR. WH-2 HOT WATER HEATER, 40 GALLON VERTICAL TANK, 4.5 KW ELEMENTS AT 240 VOLTS, TANK DRAIN, DIELECTRIC UNIONS ON HW & CW PIPING CONN., P&T RELIEF VALVE W/ VENT TO EXTERIOR. HB HOSE BIB, WALL HYDRANT TYPE, VACUUM BREAKER ON OUTLET. WCO WALL CLEANOUT, 2 WAY PVC CLEANOUT FITTING, PVC SANITARY TEEW/ PLUG, C.P. STEEL COVER PLATE W/ CENTER SCREW, SET 1211 A.F.F. (N.O.S.) ECO EXTERIOR CLEANOUT, 2 WAY PVC CLEANOUT FITTING, PVC HUB W/ PLUG SET AT 4" MAX, BELOW LOCAL FINISHED GRADE, CAST IRON ACCESS COVER SET FLUSH W/ FINISHED GRADE, JOSAM #5860 OR EQUIV. BRADLEY BRADLEY WASH FOUNTAIN #2508, 5411 DIAM., TERREON, OFFLINE VENT WITH WASH SUPPLIES FROM BELOW, STD HEIGHT, FOOT CONTROL VALVE, LIQUID SOAP FOUNTAIN DISPENSER, COLOR AS SELECTED BY OWNER, THERMOSTATIC MIXING VALVE PLUMBING NOTES 1. THE FOLLOWING NOTES ARE GENERAL IN NATURE AND PERTAIN TO THE ENTIRE PROJECT. WHERE THERE ARE EXCEPTIONS, ADDITIONS, OR REVISIONS TO THESE NOTES, SUCH EXCEPTIONS, ADDITIONS, OR REVISIONS ARE SO NOTED ON THE PARTICULAR DRAWING WHERE THEY OCCUR. 2, FURNISH ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED FOR THE COMPLETION AND OPERATION OF ALL SYSTEMS IN THIS, SECTION OF WORK IN ACCORDANCE WITH ALL APPLICABLE CODES. 3, FURNISH AND INSTALL COMPLETE SYSTEM OF WATER, SOIL, WASTE, AND VENT PIPING FROM ALL PLUMBING FIXTURES AND/OR EQUIPMENT, 4. CLEANOUT PLUGS SHALL BE INSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS AT EACH CHANGE IN DIRECTION. CLEAN OUT SHALL BE PLACED IN READILY ACCESSIBLE LOCATIONS. S. ALL WATER, SOIL, WASTE, AND VENTING LINES SHALL BE CONCEALED IN THE BUILDING CONSTRUCTION, UNLESS NOTED OTHERWISE. 6, CONTRACTOR SHALL CLOSELY EXAMINE THE SITE AND THE ELECTRICAL, MECHANICAL AND ARCHITECTURAL DRAWINGS TO AVOID PIPING INTERFERENCE WITH STRUCTURAL BEAM, DUCTS, RAINLEADERS, ETC, 7, PLUMBING CONTRACTOR SHALL VERIFY ALL INVERTS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF CONFLICTS. 8, CONTRACTOR SHALL PROVIDE AND CONNECT ALL FIXTURES AND SHALL PROVIDE ALL ITEMS NECESSARY TO COMPLETE THE PLUMBING INSTALLATION.. ALL WATER LINES ARE TO BE VALVED AT EACH FIXTURE. 9, WHERE REQUIRED,. OFFSETS SHALL. BE MADE TO AVOID BEAM, DUCTS, LIGHTS, ETC. 10. PLUMBING CONTRACTOR SHALL EXTEND AND CONNECT SANITARY, AND WATER LINES TO SITE UTILITIES SYSTEMS, OUTSIDE, AS REQUIRED. 11, ALL PLUMBING WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES. 12. CONTRACTOR SHALL INSPECT SITE PRIOR TO BID AND VERIFY ALL EXISTING CONDITIONS AND CONNECTIONS FOR NEW PIPING. 13. COPPER PIPING SHALL BE PROTECTED AGAINST CONTACT WITH MASONRY OR DISSIMILAR METALS, AND HANGERS, SUPPORTS, ANCHORS, AND CLIPS SHALL BE COPPER OR COPPER PLATED. WHERE COPPER PIPING IS CARRIED ON IRON TRAPEZE HANGERS WITH OTHER PIPING, SATISFACTORY AND PERMANENT ELECTROYTIC ISOLATION MATERIAL SHALL PROTECT THE COPPER AGAINST CONTACT WITH OTHER MATERIALS. 14, WHERE COPPER PIPING 15 SLEEVED THROUGH MASONRY, SLEEVES SHALL BE COPPER OR RED BRASS. WHERE COPPER MUST BE CONCEALED IN A MASONRY PARTITION OR AGAINST MASONRY, CONTACT SHALL BE PREVENTED BY COATING THE COPPER HEAVILY WITH ASPHALTIC ENAMEL AND PROVIDING 15# ASPHALT SATURATED FELT BETWEEN THE PIPE AND THE MASONRY. 15. PROVIDE AIR CHAMBER AT FIXTURE GROUPS, PER HW & CW PIPING RISERS 16. DRAIN, WASTE, & VENT (DWV) PIPING SHALL BE PVC PLASTIC WITH PVC DRAINAGE FITTINGS, SOLVENT CEMENT JOINTS 17 COLD WATER (CW) AND HOT WATER (HW) PIPING SHALL BE COPPER WATER TUBING, TYPE L OR M, WITH WROT COPPER FITTINGS, LEAD FREE SOLDER JOINTS. COLD WATER PIPING NON -INSULATED. HOT WATER PIPING INSULATED WITH PIPE INSULATION CONTINUOUS FROM WATER HEATER OUTLET TO EACH FIXTURE STOP. INSULATION MATERIAL TYPE AND THICKNESS SHALL COMPLY WITH THE FLORIDA PLUMBING CODE, TABLE 607.1. 18. COLD WATER PIPING AT BUILDING EXTERIOR, BELOW GRADE, SHALL BE PVC PLASTIC PIPE AND FITTINGS, SCHEDULE 40, WITH SOLVENT CEMENT JOINTS. ALL PIPING STOCK SHALL BEAR N.S.F. "PW" LABEL. BURY WITH 2411 MINIMUM COVER BELOW FINISHED GRADE. PLUMBING FIXTURE SCHEDULE ITEM DESCRIPTION WASTE CW HW REMARKS WC WATER CLOSET 3" 1/2" -- HC LAV LAVATORY 1 1/211 1/2" 1/211 HC SK SINK 1 1/21, 112" 1/211 EWC ELEC WTR CLR 1 1/411 1/2" -- UR URINAL 2" 111 -- HC EEW EYE WASH -- 1 1/211 -- FD FLOOR DRAIN 311 -- - WH-1 WATER HEATER -- 1/211 1/21, WH-2 WATER HEATER - 3/411 3/411 HB HOSE BIB - 1/2" -- WCO WALL CLEANOUT - -- -- ECO EXTERIOR CLEANOUT -- -- -- A n 3" STACK LL O LAV LK WC ----) tp u NORTH �T7`1-1 I I I l I I I I I iDNi IIIIILiIIIIIIIII L_L��-1 SST _ 1.- �5�15 S SSS I SSA MEZZANINE PLUMBING PLAN BUILDING Il�il 1/4" = 11-011 I 113 11 1/411 = 11-011 kDE STACK F FLOOR THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE- FRVISIONSTBY 0 t0 d- .� � ap c�lOt� �00 Of �u-U0) �Q� �ZQW '- 0 X LLJ �� IL F. JU �— GU cdo EMT / ®- c0 O co �j-1�- cq m�cV ai Q CD Q l0 r. 1 r (i 1 i ) R.V, VENT THRU W/ DISCHARGE l MIN. & 24" MAX. GRADE I 1 RISER LEGEND ANNEALED -TEMPER COPPER TUBING, BELOW FLOOR SLAB (ATC) PIPING UNION, DIELECTRIC TYPE GATE VALVE, ALL BRONZE, RISING STEM, 125 P.S,I.G. COLD WATER RATED AIR CHAMBER, 18" MIN. LENGTH, PIPE SIZE PER RISER SEE SITE IPING RISER FORUTILITIES NTS OLD WATER PIPT ISER NTS I 3" VTR 211I I LAV 211 \ <2u 211 �2m TO SEPTIC I \ 211 SYSTEM - SEE I \ \\ I CIVIL DRAWINGS \ FOR CONT. 4" ECO I \ \ \ 11 \\\ I 4' AT GRADE ( I �\ 4 211 4-2" 2'� \ \ 2I \ \ �� 41) I \ \ 3„ I \ 4" LAV \` EWC 1 WC 3" UR FD2ii 3" 4 1-2n UR WC 3n 2" VTR 1 I LAV Lr ✓ gu FD Iy, 2111 N VENT LOOP THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO. COMPLY WITH ALL APPLICABLE CODES Of W W z_ z W O w q- �0)co 0000 t U�U� Z0)< �--'� Z Q W —� t0 � N �0 X LL1 Q H �- W ~mz UQ� �ao 0 a00 >-J* 20N W Q co Q w z z Q Q CL 0- U O z U O N 1 LL ~ U HJ Q � U � U w H Q LL ~ w Q z DRAWN S. 13, CHECKED S. 6. DATE 10-6-03 JOB NO. 200308 SHEET AP-2 OF 2 PLAN NOTES 1 2 OUTDOOR AIR INTAKE HOOD, 6"X6" MIN. THROAT, BIRD & INSECT SCREEN ON INLET FACE. 3 4 SIDEWALL EXHAUST HOOD, 611X6" MIN. THROAT, BIRD & INSECT SCREEN ON OUTLET FACE, 5 6 INSTALL VOLUME DAMPER W/ ACTUATOR, 611X6" DUCT SIZE, PER AHU CONTROLLS RISER. 7 8 O CONDENSATE DRAIN & REFRIGERANT PIPING DOWN ALONG COLUMN. DRAIN THRU EXTERIOR WALL AT 121 NOM, A.F.F. W/ DISCHARGE TO DRYWALL. 10 11 SECONDARY CONDENSATE DRAIN THRU EXTERIOR WALL, ELBOW DOWN W/ DRIP TO GRADE. 12 13 SIDEWALL EXHAUST HOOD, 8"X81' THROAT, BIRD & INSECT SCREEN ON OUTLET FACE, DISCHARGE AT W-Oil MIN, A.F.F. 1® SIDEWALL EXHAUST HOOD, 18'1/211X18 1/2" THROAT, BIRDSCREEN ON OUTLET FACE, 16 GAUGE GALV STEEL SHEET SLEEVE THRU 8" CMU WALL, MOUNTED W/ SILL AT T-6" MIN. A.F.F. AIR CONDITIONING EQUIPMENT SCHEDULE DATA MARK AHU-1 CU- AHU-2 / CU-12 SYSTEM TYPE SPLIT SYSTEM, DX CONDENSING UNIT ( CU COOLING CAPACITY ( 95 FDB AMBIANT 1 18.800 BTUH ELECTRICAL SERVICE ( VOLTS /PHASE / HZ) 208/1/60 ELECT. POWER INPUT ( A.R.I. RATING COND:.) 1,640 WATTS AIR HANDLING UNIT 1 AHU IBLOWER COOLING CAPACITY ( 80 FDB / 67 FWB ENT. AIR ) 18,800 BTUH AIR DELIVERY ( CFM @" E.S.P. ) 460 @ .50" ELECTRICALSERVICE ( VOLTS / PHASE / HZ 1 208/1/60 BLOWER MOTOR ( HP / WATTS I .125 HP AUXILIARY ELECTRIC HEATER ( RATED OUTPUT 1 4.8 KW CONTROLS THERMOSTAT PER PLAN LEGEND COMPRESSOR ANTI -CYCLING TIMER .(.MFR & MODEL) RUUD # RXMD-BO1 HIGH PRESSURE CONTROL I MFR & MODEL I RUUD # RXAB-A03 LOW PRESSURE CONTROL (. MFR & MODEL I RUUD # RXAC-A03 ACCESSORIES ..FILTERS ( TYPE & LOCATION. ) 2" DISP. @ AHU FURNISH SECONDARY CONDENSATE DRAIN PAN AT AHU YES REFRIGERANT PIPING INSULATION ( INTR, & EXTR. I 3/4" F/R ARMAFLEX INSULATION JACKET AT EXTERIOR, EXPOSED LOCATIONS TAPECOAT "CT" E.E.R. / S.E.E.R. RATING ( MINIMUM, AT A.R.I. RATING CONDITIONS 1 S.E.E.R. - 11.9 EQUIPMENT BASIS OF DESIGN: AHU =RUUD MODEL NO. UREA-14JO5-NLBAI CU =-RUUD MODEL NO. UAMA-018-JAZ VOLUME DAMPER W/ 6" EXTENDED SHAFT OPERATOR, ARROW #150 VCD OR EQUIV, SIZE PER PLAN DAMPER ACTUATOR, SPRING RETURN, ADJUSTABLE POSITION, 6 WATTS, 24 VAC, BELIMO #AF24-S OR EQUIV. OUTSIDE A R AHU POWER FEEDER CKCT TYP. AHU POWER FAN SIGNAL DISC. SWITCH TYP. CKCT rISIGNALHEATER CKCT AHU PER PLAN & SCHEDULE RETURN AIR 24 VAC FROM CONTROLS TRANSFORMED T 1HT �- COND. UNIT COOLING SIGNAL CKT FAN MOTOR-j ELECTRIC HEATER DPST TOGGLE SWITCH MTD ADJACENT TO THERMOSTAT, 10A / 24 VAC MIN. RATING, LABEL "OUTSIDE AIR, OPEN - CLOSE" THERMOSTAT W/ FAN CONTROL BASE, LOC. PER PLAN SUPPLY AIR DUCT SMOKE DETECTOR, SAMPLING TUBE TYPE, PHOTOELECTRIC SENSOR (TYP. 2 PLCS( AHU-1 & AHU-2 ITi�I TO AHU-1 T 1 EF-1 6X6 NORTH 300 300 CFM � k J]H lsU' —ANCHOR TO GONG. SLAB ON GRADE F- v N L Q U Q S 10 0 tu d' 4' W NORTH O 4"0 O L 1/4" = 1'-011 L= V.A.G. PLAN BU 20X14 R/A O TO A U-2 EXHAUST d Lr=F=-2 6x6 70 CFM 10"0 O30 CFM 3 N i Q 5"0 o I silo 1� 1 L8 m 210 1210' FM CFM 1OX10 200 CFM _jS s T Z = �T77-1-7T7—I— T_IF �-i-r I I I I I( I I I I I I I DN 11 I 1 1 1' I I I I I I I 1 I I I I I{ 1 1 L L 1J—I_L��J—LLB-1'_1-L1= I1LDING II II 1/4" = p-0" C CU_2 D ANCHORTO GONG. N SLAB N GRADE Qt_7 v wkm 14 DW o - EF-5 EXHAUST EF-4 360 CFM 8X8 13 O On EXHAUST EF-3 %CFMO 6XG O ill c7-1 I IIi I UPI I I I I i I 1 l l LLL—==L1 ST. LUCIE COUNTY BUILDING DIVISION LOOR-_FFN-A�C. PLAN BUILDING 93" FOR COMP CE tREVIEWE BY I?� DATE i PLAN3 KIN1 PERMfT I MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE SUPPLY GRILLE SCHEDULE MARK 'NECK SIZE THROW DAMPER IN NECK MFR & MODEL (OR APPV'D EQUIV.) QA 6"x6" 2 WAY YES METALAIRE # 5000-1-SC-D5, WHITE ©' 911x9" 4 WAY YES. METALAIRE # 5000-1-94-D5, WHITE © 8" DIA. 4 WAY .YES METALAIRE #: 5800-6-BDS, 8/24 SIZE, WHITE RETURN AIR GRILLE SCHEDULE MARK DUCT SIZE BACK FILTER MFR & MODEL (OR APPV'D EQUIV.) T 10" X 10" NO METALAIRE #RHD, O/B DAMPER, WHITE A2 10" DIA. NO METALAIRE 07500-0, WHITE EXHAUST PAN SCHEDULE MARK CFM DELIVERY E.S.P. SVCCT TYPE THESE PLANS AWjAUjgQp= EF-1 140 0.10" 120 V TOILET EXHAUST FAN, ARE SUBJECT TO ANY CORRECTI CEILING CABINET TYPE, REQUIRED BY EF-2 70 0.10" 120 V iNTEORAL B/D DAMPER. FIELD INSPECTORS MAYBE NECESSARY IN ORDER Tn COMPLY WITH ALL APPLICA81 EF-3 100 0.10" 120 v EF-4 360 0.10" 120 v EF-5 1,800 0.011 120 V EXHAUSTFAN, 18" PROPELLER TYPE, DIRECT DRIVE TEFL MOTOR, 1.2 FLA AT 120 VOLTS, INLET WIRE GUARD, OUTLET AUTOMATIC SHUTTER, NOM. 18" SQUARE WALL OPENING, DAYTON / GRAINGER #2C708 OR EQUIV. FREVISIONSFBY 0U)I- d- (7 (1D �00 I � IL 0 in z -OW F—+ Z < x LL < W � z _� 0-00 QnL;��r CO ¢LU inN @) N di COCO I Q 4 z Q CL 0 O � c� o _z Vi jL �WIL r uj_ _j W Q z i T_ WOR NS DRAWN 'HAT r S. B. CHE KED 17S, 5. B , DATE 10-6-03 JOB NO. 200308 SHEET 13 m -1 OF 1 1332' SOUTH OF Sr LUCIE BLVD. 1 4" S 1 I� I I I, I I I i I I I, I PP 0/4/ 13.2 KV 3? TEL TV — — � X — SPARE PIAL—'' 7 LIGHT I I I POLE / I I I \ \ I rI I I I� LIGHTED SIGN i j \ pffidllmlh� I II I �I II II I I I x - X — X — X X — — X- - X X — X 1 "-4#10f2#1O4 IOG TYPICAL POLE 1 � SEE DETAIL TI I I I I � I I � TC2/TC3 1 "-4#10 (L TS 2#10 (SIGN) 2110 SPARE 1#10 GND �2" SPARE �2=TEL 1 I � PROPOSED FPL UNDERGROUND HIGH VOL TA GE LINE c PAD MOUNT TRANSFORMER L.. Q" I A,. I — — ��..._, - - BUILDING A- - - - LIGHT FIXTURE(S) McGRA W EDISON ,¢'GM—A-40-1-2-9 BRONZE HAND HOLE W/ EPDXY WIRE SPLICES CONDUIT AS — SIZED ON PLAN IN PRECAST CONC. POLE PROVIDE CERTIFICATION BY FLORIDA P.E. SHOWING 140MPH WIND RAZING WITH SPECIFIED FIXTURES UL LISTED SPLICE BOX WITH EPDXY SPLICES CONCRETE PULLBOX WITH TRAFFIC RATED COVER #4 (CU) GND 5/8'X70' CU GND ROD — POLE DETAIL NO SCALE ^Ni 0 TRICA KUHNS ENGINEERING CORP. PE# 15406 EB# 3289 825 PARKWAY STREET, SUITE #12 JUPITER, FLORIDA, 33477 ENGINEER 11 1"=401-011 NEW MANUFACTURING PLANT ATLANTIC TRUSS COMPANY FT. PIERCE, FLORIDA -- -- -- -- -- -- -- ---b THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLYWITH ALL APPLICABLE CODES, 99, STpHN A. �I\OINK DNAWN ^` 1 _ 200308 ARCHITECTS INC 4189 ELM AVE., PALM BEACH GARDENS, FL 33410 SABAI@BELLSOUTH,NET AAC000636 (561) 622-4480 FAX (561) 630-0784 CHECKED SHEET H. K. DATE 10/06/03 OF: 5 ALPINE MACHINERY EQUIPMENT SCHEDULE ATLANTIC TRUSS COMPANY DESCRIPTION VOLTAGE LOAD SWITCH* FUSES HOME RUN CIRCUIT # REMARKS 1 ALPINE LINEAR SAW 480/3 50A 100/3 70 1 1/2"-3#6+6G HH-1, 3, 5 (CONVERT TO 24 2A LIVE DECKS 3HP 480/3 5A 30/3 - 10A 1/2" 3 #12 +12G HH-7, 9, 11 2B LIVE DECKS 3HP 480/3 5A 30/3 10A 1/2" 3 #12 +12G HH-8, 10, 12 3 AUTO MASTER 480/3 65A 100/3 80A 1-1/4" -3 #4 +6G HH-13,15, 17 4 AUTO MILL IRS 480/3 68A 100/3 90A 1-1/4"-3 #4 +6G '! HH-14, 16, 18 5A MIGHTY MITES 5 X 20 5HP 480/3 7.5A 30/3 10A 1/2" 3 #12 +12G HH-19, 21, 23 5B MIGHTY MITES 5 X 20 5HP 480/3 7.5A 30/3 10A 1/2" 3 #12 +12G HH-20, 22, 24 6 SPEED RAFTER CUTTER 120/1 15A 30/1 25A 1/2" 2 #10 +10G L 41 7 METRACUT CENTERLINE 5HP 480/3 SA 30/3 15A 1/2" 3 #12 +12G HH-25, 27. 29 8 6 X 40 SPEED ROLL 5HP 480/3 8A 30/3 15A 1/2" 3 #12 +12G HH-26, 28, 30 9 CLARY SAW 480/3 50A 100/3 70A 1 1/2" 3 #4 +4G HH-31, 33, 35 10A GANTRY 7.5HP 480/3 11A 30/3 20A 1/2"-3 #12 +12G HE-1, 3, 5 10B GANTRY 7.5HP 480/3. 11A 30/3 : 20A 1/2"-3 #12 +12G HE-7, 9, 11 10C GANTRY 7.5HP 480/3. 11A 30/3 20A 1/2"-3..#12 +12G HE-13, 15, 17 10D GANTRY 7.5HP 480/3 11A 30/3' 20A 1./2"-3 #12 +12G HE-2, 4,6 10E GANTRY 7.5HP 480/3 11A 30/3 20A 1/2"-3 #12 +12G HE-8, 10, 12 1OF GANTRY 7.5HP 480/3 11A 30/3 20A 1/2"-3 #12 +12G HE-14, 16, 18 11A SIX ROLLER MOTORS 120 4.5 $ NF 3/4" 4#10+IOGLS-1,3,5 ** 120V - 1/4 HP 4.5A 11B NINE ROLLER MOTORS 120 4.5 $ NF 3/4" 4#10+10GLS-2,4,6 ** 120V - 1/4 HP 4.5A 11C NINE ROLLER MOTORS 120 4.5 $ NF 3" 4#10+10G LS 7, 9, 11 ** 120V. - 1/4 HP. 4.5A • 12A- ROLLER PRESS 15HP 480V 21A r.30/3 -30A 1"3 #6 +6G HE-19, 21, 23 128 ROLLER PRESS 15HP 480V 21A 30/3 30A 1" 3 #6 +6G HE- 25, 27, 29 12C ROLLER PRESS 15HP 480V 21A 30/3 - 30A 1" 3 #6 + 6G ' HE- 20, 22, 24. *INSTALL SWITCHES AND DUAL ELEMENT FUSES. HOME RUNS GO OVERHEAD.' ELECTRICAL WORK TO BE DUST TIGHT (NEMA 4 ENCLOSURES). OBTAIN MANUFACTURER'S INSTALLATION DRAWINGS BEFORE COMMENCING WORK. EVERY CONDUIT TO CONTAIN A GROUND WIRE. **AT PANEL LS LOCATION, INSTALL THREE 30/3 CONTACTORS (C1, C2, C3) IN NEMA 4 CABINET. CONNECT C1 TO SIX ROLLER MOTORS. CONNECT C2 TO NINE ROLLER MOTORS. CONNECT C3 TO NINE ROLLER MOTORS. EACH ROLLER !!MOTOR TO HAVE A DISCONNECT $. CONTACTORS TO EACH OPERATE FROM TWO START -STOP STATIONS. CONDUITS TO DROP FROM CEILING AT POINTS SHOWN CIRCLED 'A'. PANELBOARD SCHEDULE 'HH' Munn men °� 11►itm rJrJ�'�© ���rJ �J►►1►tm ,° ►gym►�■�®®■■■■■■® m■■■■■-■®■■►►/m►/ ®®�® mom© •• • -ROLL®0/►/// ►►/►�� ��r'�m m��rJ �J►/►/0 °° Q31! T30 PANEL 'LS' °° ►/►gym mrJl�m m®® ►►/►►/■ I■�/// ®®®® mm® •��►/// II�1►1■ ■■■� m���� ���1110 • ■ ■ • D•s• DaI�' D••• PANELBOARD SCHEDULE 'HE' LOAD DESCRIPTION MME �° ►-.m►-��-■�■■■■■■® o■■■■■■��■■►gym►_. �� ►���m■ ■■imam m�i�m ■■►►t►�m °° ►-�►�m rJrJf�m m■iri �►►,_gym 100031 mitt®_®!�■■�'�'® m���•% �%//�/® ;; ®►►/�/■®�■■®®® m •• ® •' mom®/►/ ■�RI0 ■■■® m�© m01111 ° �/■�/ ���m m■■■■■ ■■�/�/►/ RATED AMPS: 10 M 40 60D Mill • CL ,, D DOOR■ . D••• •Ir• •.•• El MAIN LUGS ONLY MAIN •• 11. 10111-0i'llmik, OTHROUGH FEED LUGS REQUIRED PANELBOARD SCHEDULE IS' SHOP • • •®®®��®®® o • . • • Munn•• man 0►14►l -• • •• mmm m►4FAR MIN ►�■►� ■■®m m■■■■���■■►►t©►� COON ■■■m M■ m rJ►_o_�© ■►��� ■■®i�] mom■ ■■►�►� AMPS:RATED M■ DUST PROOF■ i DOOR LATCH •II!• .••• EIFUSED EIRCUIT BREAKERS BRANCH DEVICES AIC RATING=10,000 AMPS SERIES RATING, PERMITTED E3 MAIN LUGS ONLY MAIN 100 AMP WEAKER REED SWITCH -- ------ TO; 13E GFCI BREAKERS 0 THROUGH FEED LUGS REQUIRED CONNECTED BUS AMPS: AO ; OW C04 4� ELEC RM 4YP L-29,31,33 O 3/4 "4y1 -0+10G D ©LIW DECK SUPPLIEDINSTALL 7RANSFOR'S.� 603 TO 'E'n NI .�,'s QII IMP •I I !Ili ,. � ��•��.��a�l'� i i r■e■r� I�� I I'■�a'°,*51•Iohit ^Ic1!ALPINE Culli LINEAR SAW IIIAUTO MAS TYPICAL - AL 7ERNA TE PHASES II b I 1 � I � I I I I HH-19,21,23 I I L-41 I 5x2O I MIGHTY MITE SPEED O CUTTER 5 WP N-20, 22, 24 � I I I I � I I 5x20 MIGHTY I M/TE O HE- 13,15,17 �\ G GAN Y � I I 1 I / { 50' x 20' Plate Storage I HE-1, 3, 5 HE-7, 9,11 j j ' C1 C2A / - C2B GANTRY GAN7R / 8 1 I Imp LS-8,10,12 3/4"- 4,0lIOG -E ecr icA� I e, v _ i I I CIA I I I - i - I I C1B - -- r l C1C l SlX TYPICAL A wP ROLLER �p 10 l MOTOR 11 ROLLER ROLLER HE-79, 21,23 PRESS HE-25,2729 PRESS J 1 �o o o� ELECTRICAL PLAN BUILDING "B'' 1/16l _ 1i-0u LIVE DECK G H 2 WP GLARY HH-B,10, 12 I 4 AUTO MILL RS - HH-13,15,17 ' HH-14,16,18 HE- 32, 34,36 I I I I I I I I I I I � I lI I HH-26, 28, 30 I I � I 6x40 SPEED ROLL aal , _191t ` WP I I I I METRACUT CENTERLINE 7 HE-2, 4, 6 i HE-8,10,12 HE- 14,16,1888� J HH-25,2729 J / GANTRY r C2 TYPICAL OF SIX /5 TART/STOP 7R / TA77ONS TO PERA 7E ICON TACTORS 1, C2, C3 C3 c i tJ �I UN i9 4,412 I !� I I I I I I I 1 LS-14,16,18 3/4"-4110+10G �I C3A a / I / WP ALL RECEPTACLES ON OU7ER / l COLUMNS TO BE WA7ERPROOF / I / ECT [CAAND ON GF7 CIRCUITS I I � L / I I / i I � � I � I� \ \ I C3B ANEL 2S' \ - 1 III I CONTACTORS T30 IN NEMA 4 CABINET WP NINE 11 � CO�o I � � A ROLLER HE-20,22,24 PRESS I I I � I NORTH - /OUTLINE OF FUTURE EQUIPMENT -RUN CJ CONDUITS ACROSS CEILING TO POINTS FOR FUTURE DROPS A-o INCLUDE BREAKERS IN PANELS. THESE PLANS AND ALL PROPOSED WORE ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, L- REVISIONS BY O CO F d In CO �Z) M W Z W W '- � � Z HH H p to H cnto5r>~ w pq xa�ti Z Q z C) H CD O z U O IL. ~ U [H U Ill- � cr � U W z 0 Q I L uj Q z DRAWN N. L. CHECKED H. K. DATE 10/08/03 JOB NO. 200308 SHEET BE-2 OF 5 AA CB QC n PANELBOARD SCHEDULE 'HL' LIGHTING I I I Y LOAD DESCRIPTION L i OAD DESCRIPTION man EBB WALL FLOODS—TC 0®® m■■■■■—®®®■■�tm►/ m■■ m■■ m■■ ®■■ m■■ m■■ m■■ m■■ ►1►,m ■■rJ�® ■■►3►/■ �� ,a4_ SHOP LIGHTS —SW ►gym//■®■®■■■■®■® PARKING LOT POLE LIGHTS TC2 SHOP ilLIGHTS NE m ►_�►_�o �►_o_4® ■►0104 ■®®® ■■►4►3 �� a� �. ►_�■►_� ■®■m ■►_4■►_4 0///■DEWS ■■■® ®////■ ■�111 ■■■® ■■1111 �� VAS //, ■�®® ®/3 03■ �■ ■►41►� MENUS SIR ►_ 1M 3 ■■■m ■� ■� ►4►—R■ ■■■m ■��_�■ RATED • sjO• : 0• ; • 30. 4 WIRE BRANCH R • 2 Zi' 0 30 420 1100.0 M 0 1 N ME 0 THROUGH FEED LUGS REQUIRED BREAKERS TO BE HID RATED PANELBOARD SCHEDULE 'L' • • smummmum ••D • • Man mum••D m■■■■ m■■■■■�-■■m►4►4 m�■■■■®�■■�/��/ m■■■■��fuLi■MEN !<i1la151 mil® m■■■■ ►1►1m l�rJl�m . .. ■■��►gym �� m►3►� ®©mm �, Imo/®►/ !%�!'m ■►3►4 ■■■m 03►4 no ►S0rm, ■■■■■■m gym►� �� ►0 �m ■■■■■■® m►�►3m �N ►_�o►� ���m ■■_�m►� •l • •..• ■ ....- .r- .•.- ■ •I I • ■ • 0- TYPICAL EM LIGHT b 1: 12 SLOPE DOWN I 1: 12 SLOPE DOWN LLj HL-1,3,5 O - SHAKE HL-4 OHL-79,11 HL-13,15,17 o c c b o b a b c b HL-2 cT II U-L»II1 II frb I "'c c P c I c Ic b o b a b c o HL-8110,12 HL-14,16,18 HL-20,22,24 Typ b 6 c/� PANELBOARD SCHEDULE 'LL' v.. 0 III DESCRIPTION ®•®®�®�® •® • . • • • •®no oneLOAD m■■ m■■ mom■ mom■ m■� m■® 04 ►�►�■ ■®■m ■►�_41■ ii ■►14►A ■■■m =■►,4►4 ►�■►� ®■®m ®►,■►/ ,� ►�►/■ ■■®® ■►,►/■ �� ■►/►1 ■■■m ®■►/►/ ��■►� ®S■m ■►t■►' •: U 313 EIHINGED DOOR EIKEYED D••- LATCH D(M DOO- DFUSED MIRCUIT BREAKERS BRANCH DEVICES :AIC RATING=10,000 AMPS : SDIES RATING PERMITTED� EMAIN LUGS ONLY DREAKER JUISED SWITCH ■ TO BE GFCI BREAKERS E3PANELS IN PARALLEL El THROUGH FEED LUGS REQUIRED CONNECTED BUS AMPS: A0 BO co 5 TYPICAL 0 LUMINA/RE SOLID INDICA7ES'. QUART? RESTRIKE ONNECT ON AL7ERNA77NG PHA SES o, b, c, obc.. F F Ll c n N 50' x 20' Plate Storage b b ..•may _. < > ..�' '-...� � � �+ �� �5 REVI5ION5 5Y iZr O � 0CC01E� Il l W Ra w C� zWix Ill z O z W�6�T- � a. W W �xpq Uzi wW� o�od- d- noo NIZ a- 0 �_�ZNQl9 U U' X L IL Z I If 9 Q Lu u I CID .—aCID ILLJ Q I a. 0 0 WJ14- > -I d CID cq cV IL I Q '< 4-N to—� -----— LIGHT FIXTURE SCHEDULE NORTH A7LAN77C 7RUSS COMPANY �� Y BUILDING 6 4 MARK LAMP DESCR A 400MH ALL PACKS 4 cat AT MAXIMUM UNIFORM HEIGHT. 0—D FAS7EN TO S7RUC7URAL MEMBERS �Np'fWLOT SHEET METAL SKIN UMARK -MH-WL-400-MT LL B 400UH LOW BAY METAL HAL/DE, ENCLOSED AND GASKE7ED LUMINAIRE INSTALL BETWEEN 0 ' yc00F 7RUSSES, ABOVE GAN7RIES W77H FUSE, 15OW QUARTZ RESTRIKE, QUICK IISCONNECT, SAFETY CABLES MEDIUM BEAM UMARK MH-REB-ENSA-I8-M-400-MT-F7-Q EM-SCF-3-SC 0 C 2 X 9 W I EMERGENCY LIGHTS INSTALL ON COLUMNS AT +12' HEIGHT41M - I CAREFULLY SURE LIGHTING .'SURE LITES IC04-WH-277V �I THESE PLANS AND ALL PROPOSED WORK ` I I I I ARE SUBJECT TO ANY CORRECTIONS BUILDING a e� REQUIRED BY FIELD INSPECTORS THAT 1/161, - V-011 MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. DRAWN N„ L, CHECKED H, K. DATE 10/08/03 JOB NO. 200308 SHEET OF 5 REVISIONS BY LIGHT FIXTURE SCHEDULE MARK LAMP DESCRIP77ON U 3F32 BREAK/OFFICE 2x4 LAY IN TROFFER METALUX // 2GP-JJ2A-EB V 3F32 SHOP WALL/CEILING ENCLOSED, GASKETED 4 ' FLUORESCENT METALUX # V7-2-232-DR-WL W 2 - 9 W EMERGENCY BATTERY PACK SURE-LITES ICC2 -WH X 2F32 GENERAL 2 LAMP FLUORESCENT WRAPAROUND METALUX / WF 232A-ES Y LED EXIT LIGHTS BATTERY PACKS SURE -CUES / CCX-7-0-R-WH REFER TO SITE PLAN FOR PARKING LOT LIGHTS REFER TO 'B" PLAN FOR SHOP LIGHTS MEZZANINE ELECT 1/4" 11-0" 6" BUMPER POSTS SEE ARCHITECT • FPL TRANSFORMER GROUND FL 1/411 - t'-o" U RICAL PLAN BUI LECTRICA ING "13" PLAN BUILDING "'' evo, s4e:•ps NORTH NORTH }iESE PLANS AND ALL PROPOSED WC' ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THA` MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES �00'.14 c\2t,m cor� lu W m Z C W E O H U3a W Od4 W Lo G, O W ,j- d-�a0 n00 � U IJL 0 UzNQ� o µ--# z Q _ w -�O X `� U Q zLQ�IL W iu ;LL-1 m z CL- uLt U, Q 0- O O �QaiJI J W � Qi N W Q m fQ a0 Q z -A z Q CL Q 0- (D o z U O H n, 1L 0) ' I D v/ U W Q � U 1L W z o_. Q Q Q z REVISIONS BY ELECTRICAL SPECIFlCA770NS GENERAL PROVISIONS. PROVIDE ALL LABOR, MATERIALS, TOOLS, SUPPLIES EQUIPMENT AND TEMPORARY POWER FACILITIES TO COMPLETE' THE WORK SHOWN ON THE DRAWINGS AND SPECIFICA7ONS. ALL SYSTEMS ARE TO BE COMPLETELY OPERATIONAL. ALL ELECTRICAL WORK SHALL COMPLY WITH 7HE DRAWINGS AND SPECIFICATIONS, THE NA77ONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MOST STRINGENT. OPERA77NG CLEARANCES INSTALL ALL WORK NEATLY SO AS TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. JOB SITE VISIT. VISIT THE PROJECT SITE PRIOR TO SUBMIT77NG A BID. VERIFY ALL DIMENSIONS SHOWN ON DRAWINGS AND DETERMINE THE CHARACTERIS77CS OF EXISTING FACIL177ES WHICH WILL AFFECT THE PERFORMANCE OF THE WORK, INCLUDING THOSE NOT SHOWN ON DRAWINGS OR SPECIFICATIONS. SUBS77TU77ONS ALL EQUIPMENT SUBS77TU77ONS MUST BE APPROVED IN WRI77NG BY THE ENGINEER PRIOR TO BIDDING TEMPORARY LIGHT AND POWER. THE ELECTRICAL CON7RACTOR SHALL INCLUDE IN HIS BID THE COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING ALL MATERIAL AND EQUIPMENT REQUIRED TO PROVIDE LIGHT AND POWER TO PERFORM ALL WORK OF ALL 7RADES DURING CONS7RUCTION, AND UN77L WORK IS COMPLETE. COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. MA7ERIAL SUBMITTALS. SUBMIT SIX (6) SETS OF SHOP DRAWINGS AND EQUIPMENT DESCRIP77ONS FOR ALL ELEC7RICAL, WORK PRIOR TO ORDERING. ELECTRICAL MA7ERIALS FOUND ON THE PROJECT WHICH DO NOT HAVE THE ENGINEERS APPROVAL MUST BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTORS EXPENSE. TRENCHING AND BACKFILLING. EXCAVATION OR DRILLING, BACKFILLING AND REPAIRING OF PAVING AND GRASSING IS TO BE IN THE BID OF THE ELECTRICAL CONTRACTOR. THE ACTUAL WORK NEED NOT BE PERFORMED BY THE ELECTRICAL TRADESS, HOWEVER, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL 'EXCAVA77ON, DRILLING, DEWATERING, BACKFILLING, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELEC7RICAL WORK. LOCATE AND PROTECT EXISTING U77LI77ES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WILL ENSURE THAT NO DAMAGE OR SERVICE INTERRUP77ON WLL RESULT FROM EXCAVATING OR BACK FILLING. PROTECT PERSONS FROM INJURY AT EXCAVATIONS BY BARRICADES W/7H WARNINGS AND ILLUMINATION IN THE EVENT, IT IS SUSPECTED THAT AC77VE ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. TESTS. CONDUCT OPERATING TESTS FOR APPROVAL. THE SYSTEMS SHALL BE DEMONSTRATED TO OPERATE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS. TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR AN AUTHOR/ZED REPRESENTATIVE. FURNISH ALL 17FUS REQUIRED TO PERFORM TESTS. DIVISION OF WORK. ALL POWER WIRING IS TO BE BY THE ELECTRICAL CONTRACTOR. THE ELEC7RICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF 015CONNECTS STARTERS, THERMOSTATS, FIRESTATS CONTROL TRANSFORMERS, SWITCHES, ETC., WITH THE OTHER CONTRACTORS TO MAKE CERTAIN NO ITEMS ARE LEFT OUT OF THE BIDS. THE PRIME CONTRACTOR SHALL MAKE. ANY SPECIAL DECISIONS REGARDING THE DIVISION OF WORK BETWEEN CON7RACTORS. IN NO EVENT SHALL SUCH WORK REQUIRE ADD177ONAL EXPENSE TO THE OWNIER. FAILURE OF THE ELEC7RICAL CONTRACTOR TO COORDINA7E AND DOCUMENT THE SERVICE MAY RESULT IN THE ELECTRICAL CON7RACTOR BEARING ALL COSTS OF SERVICE CHANGES LOCATIONS. THE ENGINEER MAY MOVE ANY ELECTRICAL DEVICES BY AS MUCH AS SIX (6) FEET PRIOR TO ROUGH -IN AT NO ADDITIONAL COST. CIRCUITS ALL OUTLETS, LIGHT FIX7URES AND OTHER 17FUS OF EQUIPMENT SHOWN ON DRAWINGS ARE TO BE CIRCUITED. BIDDING FROM A FULL SET OF DRAWINGS THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLE7E SET OF DRAWINGS AND SPECIFICATONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMIL IAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HA VE A COMPLETE UNDERSTANDING OF CEILING CONFIGURA77ONS, WIRING SPACES, FIRE RATED SURFACES, FOUNDA77ONS, AIR COND1770NING DUCTWORK, SPRINKLER PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO COND177ONS IS 7HIS PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPEC/F/CATIONS. FIRE RATED SURFACES. FIRE WALL, CEILING AND FLOOR PENETRATIONS ARE TO BE MADE WITH METALLIC RACEWAYS IN A U.L. APPROVED MANNER. DO NOT KNOCK HOLES INTO VOID SPACES OR OTHERWISE DEGRADE FIRE WALLS ALL PASSAGES INTO OR THROUGH FIRE WALLS ARE TO BE PERFORMED IN A MANNER ACCEPTABLE TO THE BUILDING DEPARTMENT. ONE (1) HOUR FIRE WALLS ARE TO BE PENETRA7E0 IN EACH STUD CAVITY FROM ONLY ONE (1) SIDE IN A UL. APPROVED MANNER. BASIC MATERIALS AW METHODS U.L. APPROVALS ALL ELEC ICAL MATERIALS ARE TO BE APPROVED BY THE UNDERWRITERS LABORA TORIES. GALVANIZED RIGID CONDUITS RIGID STEEL CONDUITS (GRC) AND FITTINGS ARE TO BE SCHEDULE 40 MILD STEEL PIPE, GALVANIZED. UNDERGROUND GRC CONDUITS ARE TO BE COATED WITH ASPHALT EMULSION TO RESIST CORROSION. ELECTRICAL METAL TUBING. TUBING EMT' SHALL BE STEEL 77)BING, ZINC -COATED INSIDE AND OUTSIDE. FIT77NGS SHALL BE ZINC -COATED. BENDS WHICH TURN UP OUT OF CONCRETE SHALL BE TREATED WITH ASPHALT EMULSION TO RESIST CORROSION. PVC CONDUITS. NON-METALLIC CONDUITS SHALL BE POLYVINYL CHLORIDE (PVC), UL. APPROVED FOR 90C, HEAVY WALL, SCHEDULE 40 RIGID. (EXCEPTION. FPL CONDUITS) NON-METALLIC WING. ENT MAY NOT BE USED. RACEWAY LOCATIONS LOCH NON REQUIREMENTS SET FORTH BY THE BUILDING DEPARTMENT SHALL PREVAIL IF MORE STRINGENT ALL CONDUITS SHALL BE GRC EXCEPT WHERE 07HERWISE SHOWN/ ON DRAKINGS, AND AS FOLLOWS: EMT MAY BE USED ONLY INDOORS, IN DRY LOCATIONS, OUT OF SOIL, WHERE NOT PHYSICALLY SUBJECT TO DAMAGE. FLEXIBLE CONDUIT SHALL BE USED ONL Y, IN SHORT LENGTHS FOR MAKING EQUIPMENT CONNECTIONS PVC CONDUIT SHALL BE USED ONLY UNDERGROUND, IN CONCRETE FLOORS, OR CORROSIVE AREAS. METALLIC RACEWA Y5 ARE REQUIRED IN CEILING SPACES WHICH SERVE AS RETURN AIR PLENUMS CONDUITS SHALL NOT BE RUN ABOVE ROOFS. RACEWAY INSTALLA7TON. WII RE CONDUITS CROSS EXPANSION JOINTS, INSTALL OFFSET EXPANSION JOINTS OR SLIDING EXPANSION JOINTS WITH BONDING STRAPS AND CLAMPS EXPOSED RUNS OF CONDUIT OR TUBING SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALL, SRYCTURAL MEMBERS OR INTERSECTIONS OF VER77CAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONDUITS IN STRUCTURAL SLABS SHALL BE PLACED BETWEEN THE UPPER AND LOWER LAYERS OF REINFORCING S7EEL. CONDUIT RUNS SHALL ALWAYS BE CONCEALED EXCEPT WHERE INDICATED ON PLANS. A PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS WHERE CONDUITS ARE RUN INDIVIDUALLY, THEY SHALL BE SUPPOR7ED BY APPROVED PIPE STRAPS, SECURED BY MEANS OF TOGGLE BOL IS ON METAL SURFACES, AND' WOOD SCREWS ON WOOD CONSTRUC7ON. 7HE SUSE OF PERFORATED STRAP OR WRES WILL NOT BEI,PERMITTED. UNDERGROUND CONDUITS NOT - UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO (2) FEET BELOW FINISHED GRADE FOR CIRCUITS RATED 00 'VOLTS OR (LESS (AND DEEPER FOR FPL) CABINETS CABINETS FOR OUTDOOR SWITCHES, PANELBOARDS, BREAKERS, WIREWAYS, RECEPTACLES, ETC, SHALL BE RATED WEA7HERPROOF. NON-METALLIC, IS PREFERRED. SHORT CIRCUIT DESIGN. THE DESIGN CALLS' FOR A NUMBER OF SPECIAL COND177ONS IN ORDER TO HANDLE THE SHOT CIRCUITS AVAILABLE THROUGHOUT 7HE ELCTRICAL SYSTEM. UNDER NO CONDITIONS MAY E ELECTRICAL CONTRACTOR DEVIATE FROM THE DESIGN IN TYPES OF SWITCHES, FUSES, ONDUCTORS, BREAKERS OR AIC RA77NG OF INTERRUPTING DEVICES. WIRING DEVICES GENERAL. WRING DEVICES SHALL BE RATED FOR CURRENT, VOLTAGE AND PHASES AS APPLICABLE FOR 7HE LOADS WHERE L70XES ARE TO BE MOUN7ED ON OPPOSITE SIDE OF A WALL, MINIMUM SEPARA77ON OF TWELVCE (12) SHALL BE MAINTAINED. NO THROUGH BOXES ARE PERMITTED. BOJ(E,S SHALL BE MOUNTED LEVEL AND PLUMB. SWITCHES ARE TO BE SILENT TYPES, SIDE -WIRED, 20A, 120V. ONE POLE T 0 OLE 3-WAY 4-WAY HUBBELL 1121-1 1122-1 1123-1 1124-1 BRYANT 1121-1 11221 1123-1 1124-1 GE 5951-2 595 -2 5953-2 5954-2 P & S AC201-1 AC202-1 AC203-1 AC204-1 LEWTON DEVICES ARE PERMITTED (IVORY COLORS SHOWN. SUPPLY COLORS AS SELECTED BY ARCHI7ECT.) RECEPTACLES. NEMA 5-20R RECEPTACLES SHALL BE USED EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN, AND WHERE SINGLE RECEPTACLES ARE ON A 20A CIRCUIT. SPECIAL I RECEPTACLES ARE TO MATCH EQUIPMENT PLUGS AS COORDINATED BY THE ELECTRICAL CONTRACTOR. E ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL PLUGS AND CORDS ON WA HEA7ERS, DRYERS, ETC., UNLESS PROVIDED BY 07HER TRADES. COORDINA TE PRIOR TO BIDDING. FACE PLANES PLAS77C FAC PLA7ES ARE REQUIRED IN INTERIOR SPACES. COLORS ARE TO BE SELECTED BY THE ARCHITECT OUTSIDE PLATES AND COVERS SHALL BE MOUNTED PLUMB, .STRAIGHT, AND RT f L USH WITH FINISHED 'SURFACES WITHOUT THE USE OF SHIMS OR MATS PLATES SHALL' NOT SUPPORT WIRING DEVICES COMMON GANGED PLATES ARE TO BE EMPLOYED WHEREVER TWO (2) OR MORE DEVICES ARE SHOWN ON THE DRAWINGS IN THE SAME LOCATIONS. PANELBOARDS. PANELBOAR S SHALL BE DEAD -FRONT, CIRCUIT BREAKER TYPE. DIRECTORIES SHALL BE COMPLETE AND TYPEWRITTEN. LOADOEN7ERS, ARE PERMITTED. LOAD CALCULATIONS DESCRIP77ON PANEL PANEL HH HE LIGH771VG 0125X 65,520VA 4,200VA RECEPTACLES 16,440VA - HVAC 12, 480VA WA /ER HFA r 6, 000VA SPECIAL EQUIP 170,560VA 173,050VA SIGN 1, 200VA 236�A 70 A 28JA 257A TOTAL BLDG 'WTAL5"G 6' = 540A PAD MOUNT FPL TRANSFORMER 2771480V WITH CT'S MOLDED CASE CIRCUIT BREAKERS BREAKERS SHALL BE THERMALMAGNE77C OPERATED, WITH SHORT CIRCUIT RA771VGS IN SYMME7RICAL AMPERES EQUAL TO OR GREATER THAN THE AIC RATING SHOWN ON THE DRAWINGS. MOTOR PROTECTION. ALL MOTORS ON THIS PROJECT ARE TO BE FULLY PROTECTED IN ACCORDANCE WITH THE NEC. EVERY MOTOR IS TO BE PROTECTED FROM OVERCURRENTS BY THE INSTALLATION OF FUSED SWITCHES LOCATED IN SIGHT OF MOTORS EACH AIR HANDLING UNIT IS TO BE FED WITH A FUSED SWITCH FOR 7HE HEATER, AND A SECOND FUSED SWITCH FOR THE MOTOR (MOTOR SWITCH MAY BE ELIMINATED IF THE AHU IS EQUIPPED WITH INTEGRAL PR07EC77ON COORDINA7ED PRIOR TO BIDDING.) IN APPLICATIONS WI7H MOTORS OVER ONE (1) HORSEPOWER, AND WHERE CONTROLS OTHER THAN MANUAL 'ON' AND 'OFF' ARE REQUIRED, MAGNE77C COIL OPERATORS ARE REQUIRED. THE CON7RACTOR IS RESPONSIBLE FOR PROPER VOLTAGES, ENCLOSURE TYPES AND START -STOP OR HAND -OFF -AUTO SWITCHES AS REQUIRED BY THE APPLICATION. OVERLOAD ELEMENTS ARE REQUIRED FOR EVERY LEG ABOVE GROUND. STARTERS SHALL BE ALLEN- BRADLEY OR SQUARE D. CONDUCTORS. CONDUCTORS SHALL BE RA TED FOR 600 VOLTS. ALL CONDUCTORS ARE TO BE COPPER. INSULA77ON SHALL BE TYPE 7HHN, EXCEPT WHERE SHOWN OTHERWISE. LIGHTING LIGHTING. LIGHT FIXTURES SHALL BE INSTALLED USING APPROVED FASTENERS, STEMS, CHAINS, ETC., TO MEET THE REQUIREMENTS OF THE ENGINEER. ALL MOUN77NG PROVISIONS ARE TO BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. LIGHT FIXTURES SHALL BE RA 7ED FOR 7EMPERATURES SPECIFIED BY THE FIXTURE MA NUFA C 7URER, AND IN NO EVENT FOR LESS THAN 90C. FIXTURES MOUNTED IN FIRE RATED SURFACES SHALL BE INSTALLED WITH THE SURFACE MA7ERIAL SURROUNDING THE BACK AND SIDES IN ACCORDANCE WITH U.L. PROCEDURES SUCH FIXTURES ARE TO BE MANUFACTURED SPECIFICALLY TO HANDLE THE RESUL TANT BUILD-UP OF HEAT, WITHOUT UNDUE LESSENING OF BALLAST OR LAMP LIFE. FIXTURES INSTALLED IN CEILINGS WHICH ARE INSULATED SHALL BE SPECIALLY RATED BY U.L. FOR DIRECT CONTACT WITH INSULA770N. FIXTURES ARE TO BE GROUNDED. FLUORESCENT BALLASTS SHALL BE U.C. APPROVED, RATED BY THE CER77FIED BALLAST MANUFAC7URERS A ASSOCIATION, HIGH POWER FACTOR TYPE, Wl7H MAXIMUM NOISE LEVEL OF 24DB RELATED TO 0.0002 MICROBARS AS MEASURED BY THE ENGINEER. CLASS A NOISE LEVEL REQUIRED. OUTDOOR BALLASTS SHALL BE RATED FOR COLD TEMPERATURE INSTALLATION (ZERO (0) DEGREES FAHRENHEIT). A COMPLETE SET OF LAMPS SHALL BE INSTALLED THROUGHOUT THE PROJECT AT THE TIME OF FINAL ACCEPTANCE. METAL HALIDE LAMPS SHALL BE COLOR CORRECTED AND MANUFACRUREP BY SYLVANIA. SPECIAL SYSTEMS TELEPHONES INSTALL CONDUITS, BOAfS AS SHOWN. 7ELEPHONE OUTLET BOXES ARE TO BE 4x4xl-7%2 INCH MINIMUM WITH SINGLE GANG PLATES. CONDUITS ARE TO BE LONG RADIUS TYPES WITH PULL WIRES. T75 DRY 7RANSFORMER 75 KVA 3 PHASE 480 DELTA 1201208V WYE NEMA 1 VEN7ED 1 "-4,f'6+6G METER HL HH HE L LL 0 TVSS T75 n TVSS I"- 4010+4G .0 NF 3 730 2 4#3+4G 4" SPARE 1 1D" -� 3/0 TO 30' COPPERCLAD TWO 4"-41600MCM 5/8" DIAMETER GROUND _ FPL HIGH R00-7FST FOR 10 OHMS VOL TAGE MAX. BOND TO CWP, BLDG TO POLE S7EEL & UFER GROUND T30 DRY 7RANSFORMER 30KVA, 3 PHASE 480 DELTA 1201208V WYE NON VEN7ED, EPDXY ENCAPSULA7ED. -===E L E C T R I C A L N 0 T E THESE NO7ES APPLY TO EN77RE PROJECT• A CODES. ALL ELECTRICAL WORK SHALL COMPL Y WITH 7HE DRAWINGS ' AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MORE STRINGENT. B CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THHN OR THAN UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. C RACEWAYS. RIGID GAL CONDUIT AND ELECTRICAL METAL TUBING ARE TO BE USED IN IN7ERIOR SPACES. DO NOT USE AC CABLES OR NON- METALLIC 7UB/NG. D HVAC. THE ELEC7RICAL CON IRA CTOR IS TO COORDINA7E WITH THE HEATING, VENT7LA77NG AND AIR COIVD1770NIIVG (HVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAC EQUIPMENT lS TO BE PRO7EC7ED WTH FUSES DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WITH THE EQUIPMENT LABELS SPLIT SY57FM AIR HANDLERS AND CONDENSING UNITS ARE TO BE CONNEC7ED WITH CON7ROL CIRCUITS. UNDER NO COND177ONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAC ELECTRICAL WORK. E SHOP DRAWINGS. SHOP DRAWINGS SHALL BE SUBMIT7ED TO ENGINEER FOR APPROVAL FOR ALL ELEC7RICAL "A7FRIALS F POWER COMPANY. THE ELEC7RICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WTH 7HE POKER COMPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICA77ONS IS IN THE BID. REFER TO N07FS ON RISER ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE ELEC7RICAL CON7RACTOR SHALL MEET WITH THE POWER COMPANY PR/OR TO BIDDING TO DETERMINE ALL FEATURES, FUNC77ONS AND LOCATIONS OF SERVICE. FURTHERMORE, THE ELEC7RICAL CON7RACTOR IS TO MAINTAIN CON77N000S CONTACT WITH THE POWER COMPANY DURING THE PROJECT, AND IS TO N077FY THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINA IF THE SERVICE THOROUGHL Y AND DOCUMENT THE COORDINA RON. G 7FLEPHONE COMPANY. THE ELEC7RICAL CONTRACTOR IS TO INSTALL 7ELEPHONE CONDUITS FROM WALL BOX TO ACCESSIBLE CEILING SPACE FOR 7ELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. DRAWINGS. THE ELEC7RlCAL C H ON7RACTOR IS TO OBTAIN A COMPLE7F SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCH/7EC7URAL, CIVIL, STRUC7URAL, MECHAN/CAL AND LANDSCAPING FEATURE OF THE PROJECT. PR/OR TO BIDDING, THE ELEC7RICAL CONTRACTOR IS TO HAVE A COMPLE7F UNDERSTANDING OF CEILING CONFIGURA77ONS, WIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR COND1770NING WORK, 7EMPORARY POWER REQUIREMENTS; PIPING, PLUMBING AND ALL OTHER FEA7URES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CON0177ONS IS THIS PROJECT TO BE BID W77HOUT A COMPLE7F SET OF DRAWINGS ANU SPECIFCA7TONS. / SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAWINGS. ✓ UNDERGROUND WORK. THE ELECTO/CAL CON7RACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROTES OF ALL UNDERGROUND WORK. ROUTES SHOWN ARE APPROXIMA Tf.. POWER, 7ELEPHONE, CABLE COMPANIES AND ALL OWNER UT7LjTY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. LtGING BY HAND IS REQUIRED AROUND EXISTING U77LITTES. K TVSS POWER SERVICES TO BE �3007EC7ED FROM LIGH7NING WITH SURGE SUPPRESSORS AT SERVICE 7HROLVH A 30A BREAKER (IN 7ERMA77C IG480YEH) KEEP ALL LEADS SHORT L PANELBOARD SPARES. EVERY PANELBOARD OR LOAD CENTER IS TO BE EQUIPPED WITH TWO (2) 20 AMP = iP SPARE BREAKERS. M RECEPTACLE HEIGHTS COORDINATE WITH BUILDING DEPARTMENT THE MINIMUM HEIGHTS FOR RECEPTACLES. AMERICAN DISABIL177ES ACT REQUIRES 18" ABOVE FINISHED FLOOR. N GROUND WIRES EVERY CONDUIr^ACEWAY 7HIS PROJECT TO CONTAIN A GROUND WIRE SIZED PER NEC 250, P DATA CONDUITS THE ELEC7RICAL CONTRACTOR /S TO INSTALL DATA CONDUITS FROM WALL BOX TO ACCESSIBLE CEILING SPACE FOR DATA OUTLET POINTS THROUGHOUT THE PROJECT. Q SPECIALIZED EQUIPMENT. THIS PROJECT HAS A CONSIDERABLE NUMBER OF SPECIALIZED MACHINES (REFER TO SCHEDULE). SUPPL Y AND INSTALL MAIN DISCONNECTS (FUSED). STARTERS ARE INSTALLED BY THE MANUFAC7URER. CON7ROLS ARE NOT SHOWN ON DRAWINGS BEFORE BIDDING, OBTAIN COMPLETE INSTALLATION INS7RUCTIONS FROM OWNER AND INCLUDE EVERYTHING REQUIRED IN CONTRACT. POWER BRANCH CIRCU/IS TO EQUIPMENT ARE ALL TO RUN OVERHEAD W7H DROPS COORDINA7FD WITH OPERA77ON REQUIREMENTS AND CRANE IRA VEL. o T1` S gT. ULGS� pG Fo E`er tp �� l D0, A�DYE OR OIs' s Tf 2" 41f J+6G O �cjf:�m C/3� W WWwA W ZLz7 0 Z waa6w Z cn105W w P, x� a THESE PLANS AND ALL PROPOSED WORT, ARE SUBJECT TO ANY' CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. (D0-i .4- cn ap cr)00 i ,z (-D VL 0 0 U `� ��ZNQIO ® Z Q 4Z W � s Q af tf) 0' X U = Q W W --I�QNO �QW-jI- _I < IIJ 2@N Lu L_ L;*:<u) is z Q z Q I- I- U O 0= z U O LL UIL W U D U Lli z a Q LL LH Q z EAVE SPUCE PLATE 'fX1j'BOLT/WA (TWO SIDES) EAVE FRAME BRACE (EFB- ) EAVE FRAME BRACE (EFS-) / ' OX21" HSB/WASHER r�"fX1' BOLT • c-FR AME RAFTER l� SECTION'A-A' PLAN EAVE STRUT r'B' 3" 11 8k'PURUN --6-�'fX1JBOLT IB" W/WASHER PER LAP SHORT -LONG -LAP DETAL 81" PURLIN 4"OXI J. BOLT W/WASHER / FRAME BRACE ONE SIDE (TYP.).) INTERIOR FRAME BRACE PLATES 4" 24' A325 W/WASHER FRAME BRACE] (FB- ) (ONE SIDE) INTERIOR SPLICE CONNECTION RAKE ANGLE 5X2 (FASTEN W/2#14 HEAD SCREWS PER F EAVE STRUT 1 1. 1 r /— 81" PURUN W-3'OX24-A.325 IDGE FRAME RAFTER 8� GIRT - (L]R�C- ) CP-74-2'0X1J' EAVE FRAME BRACE "All 2-rj'fX14'GR.5 BOLT PICE PLATES i' ._1-. BOLTS GR.S BLACK BOL'f5 1+�" 8,�" 3" FRAME COLUMN (LCC- ) P FINSLOOR SAVE FRAMING DETAIL BOLT BOLT �I �I-jB-"-�-1 8�' PURUN Z3. INCiPPLATEDT +4f' NUT �\_BOLT W/WASHER PER LAP SECTION"B-B" 'B„ SHORT -LAP DETAIL PURUN �SPUCE PLATES F FRAME BRACE 'J'f X 24' HSS W/WASHER ( ONE SIDE ) INTERIOR SPLICE CONNECTION 8j"PURUN BOL e j'0Xij"BOLT W/WASHER 2-�f X2'A325 BOLT W/WASHER ENDWALL RAFTER (ER - ) ENDWALL INTERIOR 1'-0 COLUMN (EC1 - ) ENDWALL RAKE DETAIL 71-EAVE PLATE (SPL) CP-7 OF STRUT AS REO'D. 4-J"fX1�_ BOLTS W/WASHER SHEAR PLATE DETAIL G»XALNOTES: 1, ALL 3/4"0-A325 BOLTS SHALL BE TIGHTENED AS PER A1SC- 'TURN OF THE NUT METHOD' END WALL CORNER COLUMN (ECC- ) 3"OX24"A325 BOLTS W/WASHERS WASHER 7+4" EAVE SINGLE PORTAL i"0X2"BOLTS W/ DOUBLE PORTAL"f' BOLTS / "'----- PWP- LARGE WASHER PORTAL COLUMN I W/i-'0X2" BOLT FOR �� I SINGLE PORTAL II II II I I IIF iF II II RIDGE COLUMN H II II 3' h II it ORTAL PORTAL COLUMN 4 II 999y COLUMN IF REWD. y ii PORTAL COLUMN DETAIL 4 I 4 ENDWALL RAFTER SEE ANCHOR BOLT PLAN (ER4-) FOR SIZE OF ANCHOR BOLTS & REACTIONS LONG LAP DETAIL XTS !NER :C-) ENDWALL COLUMN & BEAM SPLICE 4/12 SLOPE GALVANIZED EYEBOLT ENDWALL RAFTER ( ER1- ) SPLICE PLATES• 0X 2 A325 BOLTS W/WASHER ENDWALL COLUMN & BEAM SPLICE 1/12 SLOPE HILLSIDE WASHER COLUMN OR RAFTER KGA6LVANIZED ACE CABLE ASSEMBLY BC5-) FOR J"f HILLSIDE WASHERBCB-) FOR J'f BC8-)FOR f OVERALL = PCMK + 4' LT NUT & WASHER OR RAFTER s BRACE CABLE DETAIL WN By STANDARD ERECTION DETAU �r'z.OxzDg - 5iED BY PRE -FHB, ZNO. SUBJECT STRUCTURAL FRAMING 390LTS 2907 S. Sagaata St. Tampa, FL 3MI9 JOB NUMBER (Bn) 247-3934 DRWG. STD-1 TAME CUSTOMER DMEN SHT. OF MASTIC F- Gl BRIDGING CUP AT 1 CENTER OF BAYS 1 1/12 CP-R1 4/12 CP-R4 012XIr SELF -DRILL_ SCREW O 12' O.C. (24'Oxl}' 71 GRADE 2 DOLTS W/ WASHERS PURLIN RIDGE BRIDGING DETAIL �Ox1? CORNER COLUMN T1�1 CLIP CP-2 0l SCREW ROOF PANEL o za D.C. -_ UNP. -012X1----O -- P(I1N---------TAP 1PURU I RAFTER 1'0 X1}• GR.5 BOLT LS'X2r)(Il A. W/WASHER PANEL 12 nAn 4� 8' Pi CP-11 CUP 8j' GIRT:5 1}' Bars _ }BOLTS FRAME BRACE 1SHER (FB- ) ONE SIDE (TYPICAL) OPEN ENDWALL UNLESS SHOWN OTHERWISE ON PLANS EAVE STRUT SUPPORT - I ( CP-7 ) k ox1}' BOLTS 014XJ' UNP. SCREW 8l ' ,�YX1}• BOUTS O 24' D.C. L5x2}'x18GA. EAVE STRUT I I GLF RAKE FLAS I ` I CIJP OP-3 Y\ ELEVATION EAVE GRT~' PLAN VIEW CP-2/CP-3 EAVE GIRT CONNECTION 014 X 'i' PAINTED SCREWS O 12' ON CENTER OUTSIDE CLOSURE STRIP FOR 1:12 & f-12 BLDGS. J70X1}' GRADE 2 BOLTS ENDWALL CORNER COLUMN (ECC- ) WALL PANEL ROOF PANEL PANEL II SIDEWALL GIRT ENDWALL GIRT I II II FASTEN PANEL TO PURUNS I II e7PUl w/A72x1i' sCREw o 12' o.c. (4) �'0X1}' BOLTS _ INVERTED ZEE CORNER FLASHING DC-1 CUP CF-1 DC-1 STRUT PURLIN CLIP DETAIL POP RIVETS CP-2 ENDWALL PANEL 012x1}' PAINTED Yxrx6' ANGLE AT CORNER SCREWS g,�• ,�• FASTEN W/012x1}' 9, UNP. SCREWS NOTE ALL BOLTS �0X1}•GRADE 2 UNLESS NOTED. GUTTER STRAP O 36- Ol CP-2 DETAIL AT CORNER Al SELF -TAP SCREWS DOWNSPOUT SPACING 31'X5'DOWNSPOUT (DS) RUNOFF WIDTH SPACING RUNOFF WIDTH SPACING 15' 80' 55 29' 20' 64' 80' 27' 25' 54' 70' 24' 30' 47' 75' 23' 35' 42' ED' 22' 40' 38' gy 20' 45' 34' 100• Is' 50' 32' 120• 18' NOTE: --••••- OUT SPACING BASED ON RAIN INTENSITY- 101n/hr, SEE ERECTION PLAN ROOF FRAMING PLAN) FOR DOWNSPOUT L TION h SEPARATION GUTTER (G- )-�- SPACER FLASHIl J'0x1}'BOLTS- CP-7� J'OXIJ" BOLTS GRADE 5 (BLACK; OPEN -WALL CP-I I CLIP DETAIL 4:12 BUILDINGS V�_S/C X73• UNP. I CREW O PURLIN POINTS 8� PURLIN eats . SECTION "A" ;UN 3j'XS' DOWNSPOUT POP RIVET /14x'i• UNP. SELF -TAP SCREW -ROOF PANEL GUTTER STRAP O 38' O.C.^ 014xi' UNP. SELF -TAP - SCREWS O 12' O.C. GUTTER (G- )- ro x 1}' BOLTS (4)POP RIVETS ' o x Y BOLTS CUT BOTTOM OF GUTTER AND INSERT D/S OUTLET ILL RAFTER OR FRAME RAFTER DOWNSPOUTS . w(EC1)�m. SECTION THRU ENDWALL CLOSURE STRIP PROOF PANEL RIVET -EAVE STRUT OPEN BAY GUTTER DETAIL DOWNSPOUT BRACKET ( SEE SCHEDULE ) FASTEN BRACKET TO PANEL W/POP RIVETS FROM OUTSIDE I �SCEWALL PANEL SECTION THRU DOWNSPOUT FOR 1:12 PITCH S ONLY ROOF PANEL CLOSURE STRIP (STRUT GAP FLASHING) SGF- AT EAVE STRUT JOINTS OMIT W/BLOG'3. W/LPEF OF MEF-1 FLASHING J �j12x1}' SELF -DRILL SCREW O 8' O.G -EAVE STRUT DOWNSPOUT BRACKET SCHEDULE SAVE HEHGNT NO. REWD 10'-18' 2 18 -24' 3 ONE DOWNSPOUT BRACKET DOWNSPOUT BRACKET • SHALL BE SUPPLIED AT CANOPY RETURNS BASE CLOSURES SDEWALL PANEL (OPTIONAL) SEE CONTRACT L2}'X2}'X14GA. BASE ANGLE FASTEN W/ }'OX1}' PIN GRIPS 55' DOWNSPOUT ELBOW o 38' O.C. FINISHED FLOOR BY OTHERS DOWNSPOUT E N OR SPLASH BLOCK BY OTHERS I FL — l L__----___- ERECTOR TO HOLD PANEL � ABOVE NOTCH GUTTER & DOWNSPOUT DETAIL R BEAM ENDWALL OR RIGID FRAME Li nnE STANDARD-ERECT)GN DETAILS - 2907 S. S.,st. St Tampa R (S13) 247-39N OF 8" OF MASTIC O PANEL LAPS O EAVE ONLY INSIDE CLOSURE STRIP ROOF PANEL (MASTIC TOP & BTTM. MASTIC O PANEL LAPS FOR SHEE D j IN 12� USE CLOSURE STRIP BUILDI GS ONLY.) AT EAVE TO SEAL MASTIC SEALER (ROOF ONI FLASHING ON EXPOSED SIDE OF CORNER BOX (RFB- ) CORNER FLASHING.(CF-1) SIDEWALL PANEL FASTEN W//14x' SELF -TAP SCREWS FLASHING DETAILS AT EAVE ROOF STITCHING /14xi" SELF -TAP SCREWS O 24' O.C. O SIDELAPS OF ROOF FASTENING PANELS _y12x1}' SELF -DRILL —� #12x1}" SELF-E RILL _ SCREWS O 8" O.C. /14xi" SELF -TAP SCREWS O 12" O .�_ TO HANG GUTTER GU R SIDEWALL P EL O 24" 0 C. -". WALL -COLOR POPE RIVETS AT 24" O.C. 8� PURUN L RAFTER 2 CORNER COLUMN �54' GIRT R&I ANGLE SELF -TAP I" O.C. B' BEARING RIBJ *FOR UL90 RATING STITCH SCREWS ARE FASTENED 0 20" O.C. RIB STITCHING DETAIL RIDGE CAP WITH MASTIC 1�TING GROOVE (STD.) 4... _. 8. 4' ROOF PANEL DETAIL FLORIDA RIB PANEL SHOWN I -V I I l _u I I (F k8" 4' 8' 4' Ia.4' HIN 114xf SELF -TAP SCREWS 0 24" O.C. MEDIATE PURUNS-j12x1j" SELF -DRILL SCREWS 01Y O.C. I" SCREWS O B' O.C. O ENDS OF PANELS ALL FOOF SCREWS MATCH PANEL COLOR MASTI ITCHING (COLOR PCP RIVETS) 24' O.C. ALONG SIDELAPS. 1STENING) INTERMEDIATE GIRTS-#12x1l" SELF -DRILL SCREWS 012' O.C. Wj" SELF -DRILL SCREWS O B" O.C. O ENDS OF PANELS IDEWALL SCREWS & POP RIVETS HALL BE PANEL. CCLOR. STIC BETWEEN RIBS AT SIDEWALL AND ENDWALL PANEL DETAIL VEL SIDELAPS & ENDLAPS B' O.C. SPACING FLORIDA RIB PANEL SHOWN O ENDS OF PANEL ,,RAKE FLASHING 1'-0" 1'-0" 1'-0' (FAS ING),/12X1j' SELF -DRILL C'LIF AT 12" O.C. (13) POP RIVETS GUTTER SEAL GUTTER LAP DETAIL 04 T T 4 OP RIVETS STITCHING POP RIVETS AND SIDEWALL 24" D.C. SCREWS SHALL BE PANEL COLOR SIDEWALL AND ENDWALL PANELDETAIL ( REVERSE PANEL SHOWN ) #14xi' SELF -TAP SCREW (STITCH) #12XIr SELF DRILL SCREW. O 8' D.C. Rl" FLASHING DETAILS AT RIDGE DIE —FORMED RIDGE CAP (STANDARD FOR ,'12 THRU 4:12 PITCHES) MASTIC SEALER (TO BE USED UNDER RIDGE CAP) —ROOF PANEL PURUNN . ALL ROOF PANEL SIDELAPS AND ENDLAPS SHALL HAVE A CONTINUOUS STRIP OF ASHING MASTIC SEALER. . ALL GUTTER ENDLAPS, OUTLETS AND END CAPS SHALL HAVE A I". BEAD OF GUTTER SEAL (15' COVERAGE PER 5 OZ TUBE.) JAUTION CROWD OR STRETCH PANELS SUGHTLY AS NECESSARY TO MAINTAIN 3'-0 COVERAGE PER PANEL PANELS MUST BE INSTALLED SQUARE WITH BUILDING FRAME AND 3'-0' NET COVERAGE MUST BE HELD FOR PROPER FIT OF TRIM. TO PREVENT RUST SPOTS FROM FORMING ON ,ROOF AND WALL PANELS, ALL SURFACES TF o 2i Aly PTRi]E.F 2907 S Sagaela St. Tamp , FL (813) 24]-3g34 STANDARD ERECTION DETnt B,ECT gIEElING FA$JENgO OEMT tWG. STD-3 �� NUMGER -o ■ 0 WEDGE ANCHORS NOT BY FPF) X'. 1R. WOOD STRIP / REINFORCED FILLED CELL SOLIL D W/ CONCRETE STOP OF MASONRY WALL ZEE PANEL I CUT SHORT PANELS AS PER ERECTION DWG. SEE NOTE j2 B FACTORY I 8ZDSL (SHORT LAP) 11 al HEAD FLASHING II CUT GIRTS 8ZDLL (LONG LAP) C C B LWDF (FRONT) C M HOF (BEHIND) MASONRY WALL 7\SJHOP WELDED CP-4 CLIP BY OTHERS SF FLASHING PANEL ABOVE C C B C M L2j"X2j'X14 GABZDSL (SHORT LAP) BASE ANGLEP RIVETS BZOLL (LONG LAP) FACTOR ODJ FLASHING �FlEID CUT PANELS�I CUT GIR AS NECESSARY DOOR m DOOR SECTION "C-M" JAMB JAMB COLUMN J( )D(> ° J( )DO FRAMED OPENING JAMB TO TOP JAMB FLASHING 8k ZEE 8 OF MASONRY WALL DETAIL D D aoJ/ D 0 —1 r D D D M 8• BLOCK OVERHEAD DOOR TRACK DOOR WIDTH DOOR WIDTH PIN «aPs SHEETING AND FLASHING ELEVATION L2'X2�•X74 GA. O 36• O.C. i BASE ANGLE ODJ JAMB ��---- x c FRAMING ELEVATION© FLASHING ~" ej" zEE GC. TO SEAL FIELD MAKE BS• ZEE F16 MAKE j12 x 1}• SCREWS JSF ('GROUT OR CAULK) HOLES IN GIRT 22 HOLES IN GIRT ��11 DOOR JAMB O EACH GIRT BOTH 8�•% 14 GA. CHANNEL TO FLOOR CP-5 (SHOP WELDED) B2 Z4Btj"A CHANNEL SIDES r FIELD WELD FIELD PAINT FANGEOF CHANN0..POP RIVET i1 WALL PANEL OVERHEAD DOOR TRACK CP-5 (SHOP WELDED) F�LAJ$IJAM SECTION"D-M"LJCP-4 (SHOP WELDED) STANDARD WALL I I CP-4 (SHOP WELDED) j12XII"SELF DRILL SCREW j12 x 1 PAANEL SELF L_--- FRAMED OPENING JAMB TO FLOOR DETAIL Q DOOR HEADER -o o/cDRILL SCREW O DOOR HEADER FOR BUILDINGS+ WITH MASONRY WALLS WDF FLASHING 8j• CHANNEL 1 —0.O/C® 8j" CHANNEL (POP RIVET TO PANEL)WDFHOF FLASHING FLASHINGHDF FLASHING (POP RIVET TO CHANNEL) (POP RIVET TO CHANNEL) —� POP RIVET DOOR JAMB 8'• CHANN0. +I•0X1j• BOLTS W/NU}• BOLTS SECTION "C-C" DOOR JAMB W/NUT & WASHER W/NUT &WASHER SHOP WELDED CUP SHOP WELDED CLIP 8j• X 14GA. CHANNEL 8• BLOCK DOOR JAMB (HIGH RIB PANEL AT JAMB) LY-7� 1k J( )D( ) j12 x 1p SCREWS O EACH n D. 8 CHANNEL X MA. DOOR JAMB GIRT BOTH SIDES OR FIELD WELD POP RIVET SECTION -$ e�• �� e x 1acA CHANNEL JAMB BAD FRAMED OPENING HEAD DETAIL ANCHOR ODJ JAMB STD. PAN L POP RIVET FLASHING FOR BUILDINGS WITH MASONRY WALLS ODJ JAMB BASE ANGLE FLASHING 2� X2J•X14 GA. jig X 1�• SELF Q RAMP DRILL SCREW O Q Q ` 1 —0. O/C REVERSE ROLL GENERAL NOTES: WALL PANEL HDF FLASHING DFR-1 DRIP PIN GRIPS 38• i. FIELD LOCATED DOOR FRAMING AS NOTED ON (POP RIVET TO CHANNEL) EDGE OF SLAB (NOTCH) FLASHING ON GETTER PLANS TO HAVE PANELS & GIRTS CUT IN FIELD. WALL PANEL JSF POP RIVET JSF POP RIVET _. SECTION ID-D�t 2. SLIT PANELS 1 1/2• BEYOND JAMBS AT ENDS SECTION "C-C" OF DOOR HEADER, INSTALL HEADER FLASHING TO THE END OF THE SUTS JAMB DETAIL AT BASE AND GUTTER SEAL SECTION 1 B-B"I (FLAT OF PANEL AT JAMB) ` REVERSE ROLL PANEL MN RENBIONS i DATEI DM I CKD I SCALE nTLE _ GENERAL DESIGN NOTES sTANDaRDFR cxION DET41L5 DRANK BY Z+LOIRLIDA 1) FRAMED OPENINGS SPECIFICALLY DESIGNED FOR OVERHEAD DOORS AND SUPPLIED BY OTHERS pg�_pggIIATQ. SUBJECT FRAMED aRENNcs SHALL BE ITEMIZED IN THE ACCESSORY SCHEDULE OF F.P.F. JOB PLANS. cREcxcO 9 2907 S, Sa... t. St. T..,., t2 33519 JOB NUMBER (B13) 2Q-3B34 DRWG. STD-4 2) OVERHEAD DOORS SHALL BE DESIGNED TO MEET THE WIND LOAD REQUIREMENTS OF eLENAME a ER COMPONENTS AND CLADDING AND WAND BORNE DEBRIS REGIONS AS SPECIFIED IN SECTION 1606, DNNeB SHT. OF AND SHALL MAINTAIN THE INTEGRITY OF AN ENCLOSED BUILDING. 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