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Home My WebLink AboutBUILDING PLAN PAGE 1-14AN= I I 1 11 V! 11 T 1 1! 12"';od8a MIK 9FWAR AIR INTAKE a 15' AFC� 12">W" MK FWMNSW AIR INTAOM 0 5' Aca U�xw MiK FFW-&4 AIR NTIAKE a IWAINN& I COPY PBVMCN ,LAPRIL 15,2005 vqsvmm 1112VIGION -STEVEN J. 5RUH AWZWMWT 14wo9vole WIN OR W- z UJ w cr. LU LL- W�- LU z Lu ui W z cr, �y LL) LL) 2 Lo Q 02 Lo a H, LL) LL) Q N,A DRAM f*R PAM DEC. 30,2004 SCAN AS SHOUN awwr MP=2 PLUM51NG FLAN PHASE el cp 2 5 "m STAND ATTACHMENT STEEL ROOF DECK: 4 - 3"X3/8" THRU BOLTS WOOD DECK: 4 - 2"X3/8" LAG BOLTS CONCRETE DECK: 2p TAPCONS WITHOUT GASKET UNIT ATTACHMENT TO STAND UNIT # OF STRAPS UP TO 12" jmm 12" TO 24ft 2mm 24" TO 36" 3mm 360 TO 48" 4msm TABLE 1511.7 (FBC 2001) CLEARANCE BELOW RAISED RAIL AND ROOF WIDTH OF MECHANICAL UNIT (INCHES) MINIMUM CLEARANCE ABOVE ABOVE ROOF SURFACES (INCHES) <24 14 24<36 18 36<48 24 48<60 30 ALL SCREWS MUST BE MINIMUM >60 48 14 GAUGE WITHOUT GASKET I I STRAPS MUST BE MINIMUM 22 GAUGE DESIGN WILL WITHSTAND 140 MPH WINDS WITH 3 SEC. WIND GUSTS ISO -PAD EACH CORNER NEOPRENE SPACER OR VIBRATION CONTROL PAD 1-1/2- SCH 40 WALL 5-X5-X.1/4 1< TYPICAL UNIT RM ENTERPRISES "PMS" ROOF STAND SEE RAIL SECTION 1-3/4- X 1-3/4- X 3/32- U> 1-5/16" GALV. STEEL BOLT & NUT BASE PLATE IN PITCH POCKET BOLT THRU TO ROOF STRUCTURE SEE CONNECTION SCHEDULE ABOVE EQUIPMENT STAND DETAIL NTS 4-TO UFT STATION (SEE CIVIL MAINGS) 4- 2*v. of 2-1/2 I/ I/ re) 1/8- to 1-3/8 GENERAL HVAC NOTES- i. HMAD MMWNMWI-m SHALL PROVIDE ALL IABDP. MA 111111045. "00,9 � EMWWDff TO NINIALL A OOMPLETE me opmomorm vc mmm * OM SUNDIDNINACICIR 10 PlKA4DE AM. REQUIRES MISS) PERMIM * WAD 9.11001110000M SHALL PRISM EQUIP1119off AS SCHEDIALM ON PLANS 4. WDUADDII SHALL K 0 ACC(RIMINIE 11111 =01 R OW ML� ODDE 5, DE MINIBOOM VJM� SMALL ME rAOMM AND&I I P'S" JDHNS_�w k-M MOCAM FIBERGLASS NJBKLMED PER SmAcm FAMOMM"Areft SMALL a D'A"" WMAND DS M-a OR 101011. cm SHAUL. III " D"'I" SHAM' SS 7 S. AM. AM 01001111011 SMALL IS OF ALLIMINIAM A'S D"S"S AMASNAM 711115 . MEIALAM M 0 AFPRM M ARCHMW. ,AS 7 SHALL m SAU MS`S`SD ALL VIDOLVIVIN DOCINDINK SIVU HE 0,100111131) 'S'SAAD"" him MDSPA� THE HM 811410011111AM SMALL TM AND IHE "W" `SSY DAM"'S SAPADIISS AIA7 Alt GAMAM TO 11AIN INCOME) ON KAHL PFIOVIDE AM' SHALL PINKFAIDE ALL SMMML MMMM OWL IS P"GAD'S L HEIMMOSM SLECTIVIC04. CONTIMCM SiALL wEGAt v commmiatir wmmwnm WRH "w/com"m SumiL D"T"' &omm 10. SY THE M DIE PRIANDED BY THE ELEDIRVAL G 11. INS HMAD NOMURAMM SHAU. PROVIDE A INIUREN INS S"A`L SUASAASIS� TH QUARM"m THAT SMALL WAW ALL NP11010MONIP MR A Or P11111. A ANY WORK CONIMIND $to" PISSY YSAA SPLL ljIAlE SMALL KW 5 It MqowLs). ( l z ALL WOW SMALL N 0001111311401111) WSH U11M ALL AooDD DE TO AMIND DELAYS INCH MAY DELAY 101111 OF CONSTRIMIDIL 13. SHALL INSSA MM SHALL W Dolmoommur TME � left "Y"S SIT" Wm*ff AMSV= OF I= Allill A CLEAN SIDI& IL `SSSASS� PRESS= DOW OF AL PROM 2 SIMS. DSSP W 14 '"'AL PA"A'S AM' A* GoSSIDIS OFFINDIS � AND TRVMMM RIMMM TO PROVIDE A jj:��SRALL,;IISAADE A SEM ND S'S"M `Y ND casr 10 ONISIL �m, IS. GSANS V PIPE AM COMMOU WAINS TO WINDS AT OF BUtOM PADVIDE rLW SWITCH IN SWE PANL 15. SHAUL ALL FILIX CONNECTIONS SHALL HAME SPIN 0411.0lot W 10 SMPPUF IRUW 17. OUISIDE AIR QLWn= ARE ROM ON ASHME 62- GIAIDDE ARE "S"' & D"LASE"D SHALL SW LAr-ai Dffumm smALL m 'rmW � am Num mm) 10 SHALL '0LW 4-" MM 110111111 QRIUES H," BE FLM UNLESS IS UNLESS NORED 01HINVASE, SIX = s,,a �v SSSES� =WU QWM SMALL BE 'nkW Z71 SUM SGIIDt 0 Num angnmiL 21. CUM DIFFIX512115 WALL BE 'TffUS* 110C SOM SESSIS SHAM. ISE � wt NORD one3om NISED ZL ALL ZDM INCH A COMM SYSISIM All FLOW or ODD GPM (W ADDVII�� P" SM SUPPLY AIR Dw. PAST KINCIORS &OLL N mmma m m owao= AN AUDOL E V111AL 1IMNIZINDW SAM ADDI=lAL LUM ARE ADDSID 10 A ZONE lq WEED M 2000 CK DUICIDINI OWL ISE ADSM M VDYSSS UNIM 2& ALL SPAIN PANS lll� M HIMIZ A CMMDWM M MW *W-W 9111YIX rASPE-T-SIAMW MWEL M OR APPROMID EQUAQ 21v. REIRAMEM111L W/ IDIEG _M EATHER HEAD AND VE )R PIPE CHASE WC CONC. cove DRYWELL DETAIL MOUNT UNIT ON (4) NEOPRENE PADS IN SHEAR ISDL RS TO UNIT WITH 1/2 TV ANCHOR ISOLATORS TO STEEL W/ (2)-318`0 BOLTS REFERIG. CONDENSING UNIT REFRIG. r;2 0 RODS CLAMP HNIIGfRS WELDED TO PL IN PITCH PAN. REFRIG, UNIT MOUNTLNG DETAIL SCALE. 1/2"=I'-O" 11el, X 3- X 3- STEEL SUPPORT FRAME CONTINUOUS SHOP WELD 0 CONN. METAL TIE BLOCK 3/8" X 4" THRU 50LT P.T. 2X6 I -ITCH f-AN THK. X 1" 0 STEEL COISI)EN,54TE LINE TIE -DOWN RTU MAY NOT BE INTSTALLED AT THIS TIME COORDINATE WITH SPECIFICE TENANT REQUIREMENTS 1� PACKAGED A/C UNIT FACTORY CURB- FLASHED TO ROOF 3*x3" STEEL ANGLE BRACE EXISTING BAR JOISTS RTU MOUNTING DETAIL NTS 3/4' SELF TAPPING SCREWS (2 PER SIDE). 3"x3" ANGLE PLUMBING NOTES OPTIONAL GALV.,,STRAP 3/4" R SV SELF -TAP 2 PER 51DE) WHERE IT IS IMPOSSIBLE TO ACCESS FROM INSIDE ANT & FLASHING 3/8-0 BOLT OR THREADED ROD EACH CORNER UPLIF` DESIGN 0 140 MPH. 1. INSTALLATION SR4LL BE IN ACCORDANCE WITH THE 20DI FLORIDA BUILDING CODE AND ALL LOCAL CODES. 2. ALL MATERIALS SHALL BE NEW AND CODE APPROVED. 3. VERIFY ALL EXISTING SANITARY AND WATER CONDMONS IN THE BUILDING. ALL NEW DOMESTIC WATER PIPING SHALL BE COPPER. ALL NEW SANITARY PIPING OHALL HUBLESS C"L OR PVC. AS REQUIRED TO INTEGRATE WITH EXISTING PIPING. 4. THE PLUMBING SUB -CONTRACTOR 9HALL FURNISH A WRITTEN GUARANTEE THAT PLUMBING WORK IS FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY OWNER. REPAIR OR REPLACE ALL WORKWHICH BECOMES DEFECTIVE AT NO COST TO OWNER. 5. PLUMBING SUB -CONTRACTOR SHALL PROVIDE REQUIRED PERMITS. 6. INSTALL PLUMBING FIXTURES AS INDICATED ON THESE PLANS. COMPLETE SYSTEM, FIXTURES AND DEVICES SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF INSTALLATION. 7. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION. $HALL BE PART OF THIS CONTRACT. 8. BUILDING DRAINAGE SYSTEM IS BASED ON 1/8-/ Fr. MIN. FALL. FOR ALL PIPING 2- AND SMALLER SHALL SLOPE 0 1/4-/FT. ALL DEVIATIONS SK4L BE APPROVED BY ARCHITECT/ENGINEER AND PLUMBING INSPECTOR 9. DO NOT SCALE FOR THE EXACT FIXTURES. PIPING , EQUIPMENT ETC. 10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION. 11, WATER PIPING SHALL BE TYPE "L" COPPER WITH WROUGHT SOLDER FITTINGS. UNDERGROUND PIPING MAY BE TYPE "m" WITH PROPER SLEEVING AND NO JOINTS BELOW SLAB. 12- FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS AND SHUTOFF VALVES WITH ACCESS PANELS AT EACH FIXTURE GROUP. INSTALL PER PDI IN EFFECTIVE RANGE. 13. PLUMBING SUB -CONTRACTOR SHALL PROVIDE ACCURATE RED-UNE (OR BETTER) AS -BUILT DRAWINGS TO ARCHITECT / OWNER PRIOR TO FINAL SIGNING -OFF OF PROJECT. 14. THESE PLANS ARE BASED ON AVAILABLE INFORMArlON. VERIFY EXACT LOCATION OF EXISTING WATER AND SEWER PROVISIONS. 15. VERIFY EXACT CONNECTIONS OF ALL EQUIPMENT SUPPLIED BY TENANT. AIR CONDITIONING EOUIPMENT SCHEDULE MARK ARI BTUH T/S EER/SEE5 MANUFACTURER COND. UNIT MODEL# VOLT/O IMCOP I AHU # ICFM SUPPL W HEAJ VOLT I MCCIP CIA CFM NOTES 1 881DOO/ 6 10.0 WRIER 3BAKSO08 208/23 50A 4ORMOOB 40/3 300 CFM 1.2 2 29200/ 27000 10.3 CARRIER 38BRGO302.5 208/1 30A FA4BNCO3008 1 800 1 .5 1208/1 1 1 60 CFM I 1. HEAT / COOL THERMOSTAT 2. SMOKE DETECTOR IN SUPPLY AIR ROOFTOP PACKAGED UNIT SCHEDULE MARK CAPACITY CFM EER / SEER KW HEAT VOLT/0 MOCP MANUFACTURER UNIT MODEL # O.A. CFM WEIGHT NOTES 1 60,000 2000 10.8 7.8 208v./30 45A "CARRIER" 50HJ008 192 CFM 898 LB. 1,2,3 1� HEAT / COOL THERMOSTAT 2. SMOKE DETECTOR IN SUPPLY AIR 3. PROVIDE FACTORY CURB 4. OUTSIDE AIR CALCULATION PER ASHRAE 62-1989 3850 SO, FF. 0 .05 CFM PER SO. FF, (ASSUMING 100% WAREHOUSE) FAN SCHEDULE MARK UNIT TYPE CFM ESP. HORSEPOWER VOLT/0 MANUFACTURER MODEL# NOTES EF1 ROOF 6500 .125 1/2 11 5v./l 0 GREENHECK GB-36 1.2 EF2 4EXHAUSTER FAN/LIGHT 70 - 125 - 11 5v./l 0 BROAN 689 - EF3 CEILING CABINET 200 .125 1/2 115v./lo GREENHECK SP15 1. SWITCH ON TIMER IN CL(R MANUAL OVERRIDE 2. MOUNT ON HVAC B IF RTU NOT INSTALLED. TYPICAL WAREHOUSE 3850 SQ. FT. (62700 CUBIC FEET) x 10 MIN. AIR CHANGE= 6270 CFM TYPICAL WAREHOUSE 3850 SQ. Fr. x .05 CFM/SQ.FT= 192 CFM MIN. OURSIDE AIR FOR OFFICE SPLIT SYSTEMS TO BE CALCULATED AT TIME OF TENANT COMPLETION FILE COPY "Illmem ,LAPRIL 15,209>5_ fam6m ZL SEPT. 21, 2005 IWAGION STEVEN J. 5RUH AIRICHNISCr AR008616 L415 C= C= c� C= C14 0- LLJ Coll ALL IDEAS I WICATIC) g AM CUM CPMM AND ui uj 0 ui w 0 0 CC IL ui lu LL t �l 0 ff 0 !y lu =3 z lu Lu __3 >= W cr. Qf 7- �ly COD <) a W > C.) _j U) C-) N kA C WAW FR N PAIS DEC. 30, 2004 SC14LE As SHOWN MP=3 FLUM15INCz PLAN PHASE 0 op 25 swimen I C= I 1� r------- r ------- t— ------------------------- , J . I I I , _j I I L I ------------ --------- I I ---------------------- --- ---------------------------------------------------- .. , I I I k- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I - - - - r ----- i 1 12'-0 1/4"T to 5/91, t I �_T_ 4'-4" -24 In r ------- i STEEL PA q STAIRS 4 LAINID ING 2 BY STAIR MANUFACTURER (SUBMITS GNED 4 SEALED S-5 lu IL T.S. SHOP DR %WINGS) TYP_ AT 'T I__ DOORS TYP. G.J. (TYP) I z_ PNLS-I AND 10 -151/81 T,5. 213 NOT USED 0- 0- SC-1 SC-1 SC-1 SC-1 "L-32 F108 F108 //F108 F108 D /4"111 r ---- ---- r --------- 1 r ------- 0 r ---------- SC-3 SC-3- (TYPE 1) 1 F48 F48 I I A I I CJ. (TYP) Q ELr=VA,6R -0 ---------- T�Q- f�T, 1. AT I T 5" CONCRETE SLAB Ol� p GRADE _EINFORCED GRADE REINFORCED DOORS s -5 12'- 13'-S 1/2" --- ---- _1 L ---- WITH 6 x 6-0.S X W22 3 W Wp 0 N MIL W.W.F. ON (b MIL L ---- L --------- J I VAPOR BARRIER ON COMFACTED D P,4C T D P0I_ POISON E 5 N I TYP4 I L TREATED SUBGRADE, FIN FL=0 _g)� REF. FIN FL=0'-O" I 2 4- 0" T.O. eLA5 S-4 I SC- 3 rm —Lo 0 _� % I PANEL F48 I Q WIF WIF 2441 �4 4 _ 4 4 F48 __j r r 1 SC-4 SC-1 SC-11 SC-1 SC-1 F1 08 F1 08 F1 08 TYP. //__F114 r- — — — — - ---- — — — — -- — — — — 5 rF108 47 I j 141 -�T—yp) 1 '4 I I I'D L __j L ---- ---- J L ---------- I U- CJ_ (TYP) 4'-0" T_ RET. PANELx- SC-4 STEEL PAN STAIRS 4 LANDING I I SC-11 SC-1 W-11 1/2" SC-1 SC-1 BY STAIR MANUFACTURER F84 F_ A /_F84 08 F1 08 F 08 F108 (SUBMIT SIGNED 4 SEALED I I 1 I .___XF108 I ------ SHOP DRAWINGS) - TJ ki 1111 171 1 -A 1 23'-2" L 4'-0 —PET r 4' 0" it PANEL 1 SC-3 SC-3 I PANEL F4181 rF41� I L J I I L L --------- _j J r ------ _0 I �, i I ;t 1 Fit 1 20'-0" 111.211 1 1 1 40- 0" L--- 20'-0" 201-011 L 401 - 0' _j 2r0--0" L__ 20--0" IL 20�-O" 7- \SC- 2 SC- :7 SC-1 �-j 1. _:::2 F60 ro.-O., F60 F60 F60 TYP. 10 STEEL PAN STAIRS 4 LANMING BY STAIR MANUFACTURER I (SUBMIT SIGNED 4 SEALED T', j TYP_ 9! SHOP DRAWINGS) 201-01? r 1 20'-011 � r� 11 20,_011 —3 201-011 .-to 30 r,3 20 0 I 1 201-01, PS-4), 30, IL � I t FNL (TYPE: - 22 15) PNJ. (TYF -21 E 14) S-4 (TYFE IS) PS11-1-3 PNI_- 11 I\S �-4 L-16 PNL-24 PNL 3 (TYF E 6) (TYFE 14) (TYPE I (TY PE rp) (TYPE (p) TYP. (TYF` 4L S LLF-36 P TYP� ----------- ----- ----- - ---- --- --------------- --- ------ t ----------------------------------- ; -------------------- ------------------------------------------------------ ------------- qL - - - - -- -------- ---- 81-0.1 4'-1 L 24-4)" wz S-4 L TYP. AT 4 D" FNL-41 )DOOR$ TYP. (TYPE 11) 24'-0" 301.011 ASSUME ALLOWABLE SOIL BEARING PRE55URE = 2,500 PeF. CONTRACTOR vERIFY SOIL REPORT. AFTER SITE PREPARATION RECOMMEND AT IONS IN ACCORDANCE WITH THE 501L REPORT. -I r --------------------- L-------------------- ILL, 1 i r ---- ----- ----- -- ILE, -------------------- ------------------ ,:,k,r t 14' 14 6" I,_o,, - - 14- 14 *_ _o" z 201-Orl 20'-0" [L FNL-44 IL FNL-41 (TYPE 11) (TYPE 11) 201-01, 20'-0" 20'-0" _20'-01" 2051-01, ��m 1 11 11 1 ��IU FOUN[?ATION NOTES: 1) T.O. FOOTING - EL. e.V-4") UN.O. (SEE FOOTING SCHEDULE) 2) ALL TILT UP PANELS TO BE 1 11411 U.N.O. 3) G.J. - INDICATES SLAB CRACK CONTROL JOINT (SEE TYP. SLA5 DETAILS ON SHEET 4) TE. - INDICATES THICKENED SLA5 EDGE (SEE TYP. SLAE3 DETAILS ON SHEET 6-3.) 5) SEE SHEET 8-4 FOR tbTEEL COLUMN SCHEDULE C.IP. ELEVATOR PIT I cip. IV Ib *11, or, 04 612- OZ. WORIZ. DOML TO SLAIS, ELEVATOR PIT SECTION RIFT PANEL JOINT LOCATIONS) ------------ 14' 14 6' FOUNDATION PLAN SCALE: 1 /8"=1 _cl� 1,10131H I It W&11527�11 0 0 . r -------------- L------------- I ------------- 1F. 24 (TYPE 11) 24'-Op' PNI_-35 24'-0" TYP. FILL COR FOOTING 5CHEDULE MAW ELEV� I SIZE DEPTH (in.) REINFORCING 5OTT, LONG 5OTT.SHCR1 TOP LONG TOP SHORT PEMAR<S UJF-24 4-4" 24TI WIDE x CONT 12" 3 05 IS ,*,. - - - uj---3(1 4-4" 3b" WIDE x CONT 12" 4S 05 * 24" U,F-45 -1--4" 4811 LUDIE x CONT 12" r5 s 05 a 2411 Trp 01-01, 5EEPLAN 121, -5 1 a.. -5 a a" P48 -11-411 41-011 x 4'-0" 121, b S F60 4-4-- 51-0.. XBp_011 a S S 805 & F84 -1'-4" T-O', x 1'-0" los los los 1045 Rob -11-411 01. x J._01. 14S i 14-5 14S 14-5 I SEP 2 6 2005 > ta w > jr- u- � 2z :f In 0 W1, a .14, cdo) W.qw Is ZCJM,o 1— 6 to WHrL cl LLI (L z ui z IL ofill" CA clincxw MAW 6a" 11AIIIIIIII me ma sm mi 1w > 1 A F 6 — I C'A 40'-0" 40'-V" 40'-0" 40'-0" 40-0" ju a) x r V S-5 di TEEL P STAIRS 4 LANDINC STAI MANUFArTUR.ER /-I'/ WI0x22 (S M SIGNED 4 SEALED SHO DRAWINGS) V Wi5xr5o W12xrp5 x 0. x ISO x x 18k3 x ; 2'-0 OZ. 7 0 V-0" O.rr_� V V V V Bc Br_x /4", /-1,/ FLOOR DECK: 2 1/2 NORMAL WEIGHT CONC. OVER 1.5r- 20 CONFORM METAL CORRUGATED FORM DECK WITH 5/0" FUDDLE WELD ON �0__ LAB SUPPORTING MEMBERS IS 12" O.C. AND (1) 010 L. -01. TEK SCRIFEW a 3611 O.C. FOR SIDE LAPS. �F I8k3 I ift3 FORM DECK REINrORC:Er> W/ (px&-W2.IxW2.I OAF. (TOTAL SLAB THICXNES5 4") 0 2'-0" O.C� 2'-0" O.C. 3ft Mcx Sr-x 15cx ISk3 12 7� 18k3 S-6 ;-i!JF w 4 21-011 OiC. A 21-01, O.c W 22 STEEL " STAIRS 8 LAIpI A) BY STAIIR MANLIFAC rU (SUBMIT SIGNED i I E,47�1/ SHOP 0"INGS). 5 S-5 2oks If 21-011 OJC� &XT-0" O.C. Fo-FIEN] A x x \ OPEN 6) jo.-y 10._3" _01 --:2-1 4--2" 21V-6" r,'-2" 3'-4", V-2" 4 -2" V-2" V-411 OPEN TO IW,4fRF�40USE T.O. SLAB ELAV-8" fp" CONC, G.I.P. SLAB W/ S 0 12" 0,C. E.W. BOTTOM S DOWIL5 o ill FKM TLT-W Pk& "A in * /o=c EAM My WO =ff. MY 144Y WITCH _w CAST IN PLACE 15LAB DETAIL STEEL PAN STAIRS 4 LANDIWS BY STAIR MANUFACTURER (SUBMIT SIGNED 4 SEALED SHOP DRAWINGS) 5 "All' — m — F UJIDX50 DN FNT- wtax5o 6 FLOOR DECK,: 2 1/2" NORMAL WEIGHT CONG. wley,50 OVER IBC 20 CONFOR"I METAL CORRUGATED In m FORM DECK WITH 5/&" PUDDLE WELD ON cn SUPPORTING MEMBERS 0 12" O.C. AND (1) 010 TEK 5CREW 6 36" O.C;. FOR SIDE LAPS. FORM DECK REINFORr-ED W1 6xb-W2_IxW2.I WWF. (TOTAL SLAB THICKNESS 4") ko. I AL A&L x x 141" L "X4"XI/4"XCONT. Im J_5�=13'-51/2" m L OPEN I OPEN 7 I c v 111-0 J._011 111-011 213'-0' 111-01, 101-611 201-011 1 5._211 3.-2.1 20'-0" 5--211 3'-2" 30--r," 204'-0" PLAN NOTIES- 1. ALL JOISTSARE TO BE DESIGNED BY JOIST MANUFACTURER TO INCLUDE THE CONCENTRATED LOADS SHOWN ON THIS PLAN, MEZZANINE FRAMING PLAN 2. ALL TILT —UP PERIMETER WALLS SHALL BE BRACED AGAINST LATERAL WIND FORCES SCALE: 1/8"=I'-O" DURIWG CONSTRUCTION. MR -ACES ARE TO BE NORTH REMOVED ONLYAFTER THE STEEL DECKING ARE COMPLETELY INSTALLED. 3. JOIST BOTTOMCHORD BRACE ARE TO BE INSTALLED AFTER THE DEAD LOAD IS INPLACE WHEREREQUIRED. �1_211 2-3'-2" 77 x Q ca x 0 CD 5 wiaxl3o Ln arm 1/2 " I '111 1 1 1 1 (D OPEN FILE COPY D'-4" . V-2" 4'-2" LEGENDs INDICATES THAT THE BOTTOM CHORD OF THE-- JOIST 15 TO BE EXTENDED AND ATTACHED TO THE BOTTOM FLANGE OF THE BEAM, CHANNEL OR COLUMI-L JIM. - INDICATES JOIST BEARING ELEVATION (WE PLAN) JOIST BEARING ELEVATION = T.O. STEEL BEAM BEARING PLATE OR BEARING ANGLE ASSEMBLY. CROSS BRIDGING, TYF. WHERE SHOWN CONTINUOUS DECK SUPPORT ANGLE FASTENED TO PRECAST TILT -UP PANEL WALL 0 .- z q 01 w wcj�6'1 aw MIT w o wa) cc M rL 2 '? d � Z Z�_jw . 0 4 Lo I.; 00 IL m Lu 0 w CL LLI tu ca A ///I q I jd'w�'� 41 v lf�o f02 ov 1-1-... 010 z lu gin 'ICA _j Ln � � 1 6 C3 w o w Ll W a: R to . t rL 0 ui Z"3Z m w .8 LO uj LU ul CL uj (Y- ul LL OL tu LU 0- U- 3-3 /,71- ISPFFIFrfl� PANEL DIM. CHAMPER, TYP.— RE: ARCH. PLATE "All L4"X4"X3/8"X41l LG.- 1/411 v - PLATE 41 T11 5UTYL ROD 5ACKIWO AND COMPIRtSSIBLE SEALANT NOTE: CONNECTION LOCATED AT VMAX O.C. MIN. 3 "R CORNEft T`Wa MITERED COORNER JOIN (4) 3/4" 1 PLATE MK OfAt" 1 1120al'.011 (4) 3/4" DIl4 PLATE MK OoDf# 1 112"ol'-V" 1, 12" L 1[112t lb" II,j- (10 PLAPP MK 314" it RE: ARCH. CHAMPER, TYP. INSIDE 3/4" JOINT 2 TYPS �SEE SCHEDULE FOR SIZE, THIC104ESS 4 MCWOR BOLTS TYP. BASE PLATE DETAIL TYP. ANCHOR BOLT DETAIL 1 1/2"ll, P-O" SEALANT AND COMPRESSIBLE BUTYL ROD BACKING 0 3/4"011-011 PANEL NOTE. CONNECTION LOCATED AT VO-C. MAX V ABOVE FIN. rLK V BELOW JST. BRG. —TYK BUTT COO n"NEr"' JOINT 3/4"011-oll r-1 A= mul' I lk.414 OLAB CON5 I RUCTION )R CONTROL JOINT OR CONTROL JOINT I t EE TYPICAL DETAIL SEE TYPICAL DETAIL \e + + 2" PREMOULDED 1/2" PREMOULDED :)INT FILLER JOINT FILLER 1 5 TYP. ISOLATION JUNTS_ N.T.S. REP. FIN. FLR, A 4. 4, 12" MIN. C,J. CONC. FLOOR T T,0P. PLAN F TYP. SLAB STEP_ N.T.S. :EL COLUMN SEE PLAN STE BASE PLATE SEE PLAN I RER FIN. SEE 12ELL COMPACTED CLEAN FILL 111211 NON-5HRINK GROUT SEE FTG. -SCH. 4 FOR SIZE AND REINF, 7 INT. COLUMN FTG. N.T.S. INSIDE FACI vERTICAL REINF, �.�ENTERED IN PANEL PORIZ. REINF. OUTSIDE FACE--J (EITHER SIDE OF (CAST FACE DOWN) VERT. BARS) TYP. PANEL REINF. (CENTERED —VERTICAL REINF, DBL. LAYER IN51DE FACE . 3/4" CLR, INSIDE FACE, TYP. 1/2" CLR IF THERE IS 3/4" REVEAL OTHERWISE 3/4" CLR- MIN. HORIZ. REINF. MTLUN INSIDE OUT61DE FACE OF VERT. BARS (CAST FACE DOLUN) . PANEL REINF. 12r;�EGNATED Er-. 2 3/411211-011 ANGLE 3"X3"XI/4"X4'-0" LONG W1 1/2 D IA. X 3 1/2 H.S. a 12 " O.C� OUTSIDE FACE (TYP.) PRECAST CONC. PRECAST CONC. TILT -UP PANEL TILT -UP PANEL t 8 ROLL UP DOOR JAMB DETAIL N.T.S. TYP SAW CUT, 1/8"x 1/3 SLAB DEPTH14 NOTEt CUT WITHIN SAME DAY OF SLAB PLACEMENT, TYP A SAWCUT JOINT 05 SMOOTH OWLS. * 32" O.C. X 32" LG. 6 24" O.C. GREASE a PROJECTED END (Irolfro) � I //'1--�1015CONTINUE W.W.F. FILE COPY C THICKENED EDGE %7 TYR SLAB DETAILS— N.T.S. B ALT CONSTR JT RE: ARCH. FOR RECE55 WPER- REQUIRED REP. PIN. FLR,,k 2-05 CONT. CONC. FLOOR SLAB 11111I.P, SEE PLAN kREF. FIN. FLR.AfN 14 .4 4 SEE PLAW 4 .44 SEE FTG. SCH. WELL COMPACTED j CLEAN FILL FOR 51ZE AND REINF. 10 TYP. THICKENED SLAB DET k N.T.S. Z > 0 o uj cl -4 '"'i cs z LL CO r N (noz:008 w a � 9 w 0) u'i a: hd co to WE vdtw V�5tzzm 0 4 u) 1.�: co 0. a. tu I— z W Lu 0 lu I u d) Z LLI 0 LLI tu a U4 z cl F�m �,40,tiw-a I. fWl CONTRACTOR 16 TO VtAIFY ALL NXIStINI CONDITI" IN THE PINLO "IOR to PASPRICATION AND &TAftt Ov CONSTRUCTION AND to Mwttct AND MAINTAIN ALL THE CONSTRUCTION AND IT'S CONTENTS. 2. PREFER TO THE ARCMITECtURAL DRAWINGS FOR ALL DIMENSIONS Not INDICATED. ANT DIMENSIONAL DISCREPANCY F:OUND oN THE STRUCTURAL bRAWINIGS SMALL ME CONTROLLED BY THE DIMENSIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. FURTHER VERIFY WITH TWIE ARCHITECT, 3. FOR MOUNTING AND SECURIW_s MECHANICAL EQUIPMENT, PREFER 'to THE MAIAPACTURERS INSTRUCTIONS UNLESS INDICATED ELSEWHERE IN THE CONSTFRUCTION DOCUMENTS. 4. THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOBSITLI-, A CURRENT APPROVED SET OF SHOP DRAWINGS. S. PREFER TO ARCHITECTURAL, MECHANICAL., ELECTRICAL AND PLUMBING DRAWINGS FOR OPENIW-A, SLEEVES, ETC. Not SHOWN ON THE STRLICTURAL DRAWINGS. 6. ALL WORKMANSHIP AND MATERIALS S14ALL CONFORM To TWE MINIMUM REQUIREMENTS OF THE GOVERNING BUILDING CODE. FOUNDATION I. P-OUNDATION $14ALL BE PREPAFeED IN FULL CONFORMANCE WITH THE SOIL REPORT, 2. FOOTWSS WAVE BEEN DESIGNED FOR NET ALLOWABLE $OIL BEARING PRESSURE OF: 2,500 PSF. 3. ALL SITE WORK SMALL CONFORM TO THE REQUIREMENTS SET FORTH IN SAID SOIL "PORT. CONCRETE PRENFORCING L CONCRETE AND REINFORCING SHALL BE PLACED ACCORDING TO ACI-318 AND MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS: FOOTIW36 3" CLR BOTTOM AND SIDES, 2" CLR TOP WALLS 2-1 CLA OUTSIDE FACE, It CLIR INSIDE FACE SLABS 3/4" CLR SEAMS 11/2" CLR TO STIRRLIPS COLUMNS 11/2" CLR TO TIES -0*CIW T STEEL COWORMING To ASTM 2. ALI. REINr -a STEEL SMALL BE NEW BILLE A615-GRADS so. ALLL DETAILING AND ACCESSORIES SMALL CONFORM TO TYPICAL DETAILS SWOU14 IN THE 'TIANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED coNc STRUCTURES Acl 315, LATEST EDITION". &L CONTINUOUS VERTICAL OR 14ORIZONTAL ISAR$ IN FOOTIW36, FOUNDATIONS, L$ SLA06 AND OTHER =*� SHALL BE LAP-SPLICIED 48 BAR I OR V-011 MINI WHICWkYlift 19 GREATER (l!XrJ!?lwt AS NOTED BY DRAWW_*S). ALL BAR$ At I!ND OF CONT. PTO$, "AM$ OR C4Nt. WORM tLEMENTS 04ALL M CoNtINUtD TO �Ak SIDES OF INTERSECTING tLtMI5NtS. 4. MO)"Dll "0 bAfft (SAME SIZE AND QUANTITY AS StAM STEEL) IN ALL TIV BEAMS. ril2wWaM 1. STRIUCTURAL CCNCPMTP- FOR WALL PANELS SMALL CONFOW TO THE REQUIRE11ENTS OF ACI 101 AND SMALL ATTAIN A MINIMUM COMP""" 6TRENIN IN 28 DAYS OF 4000 PSI. UNLESS NOTED OTHERWISE CN PLAN OR IN 6MCIFICAtIONS 2. CONCRETE, WHEN PLACED, SMALL WAVE A SLUMP or 4 INCHES PLUS OR MINUS ONE INCH. 3. CONSTRUCTION JOINt5 DESIGN AND LOCATION SMALL CONFORM STRICTLY to THE AllIQUIORMMIENTS OF THE PLANS AND SPECIFICATIONS. ANY CON6tAUCtION OR CONTROL JOINtS DESI"D Oft PRI2MRRED 151' THE CONTRACTOR $14ALL ME! APPROVED BY THE tWsINEER PRIOR To CONSTRUCTION CO tWoSE AREAS INVOLVED. 4. CHECK A�L DRAWR,%lS AND APPLICABLE MANUPffiCTURSR's SHOP r DPAWMI " LOC TICIN OF ALL EMBEDDED It a, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. "IOR TO PLAC114M CONC. am AL STEEL 1. ALL STRUCTURAL STEEL SHALL BE ASTMI A36 UNLESS NOTED OTHERWISE. 2. ALL FABRICATION, WoW.MANSWIP AND DETAILS SHALL BE IN ACCORDANCE WITH tWIE LATEST EDITION OP THE AISC; DESIGN MANUAL AND SPECIFICATIONS. 3. ALL WELDING SMALL CONFORM To THE REQUIREMENTS or "THE STANDARD CODE FOR WELDING IN BUILDING CONSTRI.ICTION" Or THP AMERICAN WELDING SOCIETY. 4. ALL BOLTING FoR CoNNEcTIoN SMALL BE A-325 UNLESS NOTED OTHERWISE. S. ALL ANCHOR 15OLTS SMALL BE ASTM A301 UNLESS NOTED OTHERWISE. 6. ALL WELDING To CONFORM TO AWS D13 LATEST EDITION SPECIFICATIONS AND EXECUTED BY QUALIFIED WELDER HOLDING A CURRENT STATE OF FLORIDA CERTIFIED WELDER CERTIFICATE. 1. UIELDING r:LECTRODE USED to BE r:10XX. S. ALL JOIST GIREDRS SMALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE TO "STANDARD SPECIFICATION AND LOAD TABLE FOR OPEN WEE, JOISTS AND JOIST GIRDERS" BY STEEL JOIST INSTITUTE, AS ADOPTED BY THE LATEST AISC CODS. SEE DESIGN NOTE OR SPECIAL LOADIW-s ON PROOF: FRAMING PLAN. S, STEEL. COLUMNS SMALL CONFORM TO ASTM A1500, GRADE 5 (Fqs4ro KSP DESIGN 13ASIS: BASIC WIND SPEED x 140 MFW FLORIDA BUILDINda CODE 2001 r:xp06UR5a "B" 121-00 INT. PRESSURE COEFRe V.- 0.18 DESIGN W.L. a -36.1 FSF ROOF L.L.1130 FSF. D.L.225 PSF MEZZANINE Ll.al2rp PSF, D.L-a50 PSF 101 N Y 405- JtOL-IA5T 4L X-UPLIFT BPRIDGIN63 PROVIDE ADDITIONAL LINE OF BRIDGING At THE r-110T 150ttoM CHOPIRD PANEL PoW.TYP. UPLIFT BRIDGING AT BOTTOM CHORD TILTUIP 100A!4113L Tul PANEL THICKNESS - 11/4" (6 1/2" STRUCTURAL + 3/4" RECESS) TU2 SPECIAL ATTENTION MUST BE GIVEN THE LOCATION AND PLACEMENT OF THE REINFORCING FOR MINIMUM COVER. TU3 REFER TO THE ARCHITECTURAL DRAWINGS roR FINISH REQUIREMENTS CWAMF5R$ AND REVEAL& TU4 PANELS SHALL NOT BE LIFITED UNTIL THE CONCRETE WAS ATTAINED AT LEAST -15% OF THE 28 DAY REQJIRED COMPRESSIVE STRSW-sTI4. TUD THE CONTRACTOR SHALL PROVIDE DESIGN FOR THE LIFTING INSERTS AND ANY ADDITIONAL REINFORCING STEEL REQUIRED FOR THE LIFTING OPERATION. HOWEVER NO ADDITIONAL RwNr-oRciNci 614ALL BE ADDED WITHOUT THE EXPRESSED APPROVAL or THE ENGINEEp, THE DESIGNERS OF: THE LIF:TIW-s INSERTS MST CONSIDER THE REINFORCWs SHoWN IN THESE DRAWINGS, TU& THE CONTRACTOR SMALL CHECK ALL PANEL DIMENSIONS, PLATE LOCATIONS AND DETERMINE THE LOCATIONS OF ALL OPENINGS REQUIRED. NO PANEL WORK SHALL BE PsRFoRmEr:> WITHOUT CONTRACTORS APPROVAL Or ALL OF THE ABOVE. THE CONTRACTOR IS INDICATING THAT HE WAS REVIEWED THE ABOVE AND APPROVES THE PANEL DRAWINGS FOR ACCURACY BY THE COMMENCEMENT OF PANEL CONSTRUCTION EVEN IF FORMAL STAMPED APPROVAL HAS NOT BEEN INDICATED ON THOSE DRAWINGS. Tul MISCELLANOUS OPENINGS MAY BE REQUIRED FOR FIRE LINES, PLUMBING, SANITARY LINES, ELECTRICAL CONDUITS, ETC. CORE DRILLING AFTER ERECTION OF THE MUST HAVE THE APPROVAL OF THE ARCHITECT AND ENGINEER PRIOR TO PERFORMANCE OF: THE WOFZ< Tus CHAIRS, 501-STERS OR OTWER MEANS OF SUPPORTING REIBARS ARE PROVIDED BY STEEL SUPPLIER FOR ADEQUATE SUPPORT. TUB G.C. SHALL PROVIDE TO THIS DELEGATED ENGINEER THE TILT -UP PANEL RE -BAR SHOP DRAWINGS FOR REVIEW AND APPROVAL TO ENSURE DESIGN CONFORMANCE PRIOR TO FABRICATION OF RE -BAR. N.T.S. 1/2" PLATE L 2 1/2 "x 2 1/2 "x 1/4 (MIN. WE5 REINR FOR JOIST). 0 ROOF NET UPLIFT Q"L CONCENTRATED LOAD - COORDINATE WITH EQUIFTMENT SUPPLIER IF NOT STATED ON DRAWIW_sS ADDITIONAL "XII-BRIDGING a CENTER LINE OF EQUIPMENT 7 -FSUPPORT (EACH SIDE OF JOIST) SEE HANGER ANGLE FoR mEc". EQUIPMENT OR ACCESORY BY EQUIFTMENT SUPPLIER TYPICAL JOIST REINFORCING AT CONCENTRATED LOAD METAL DECK SEE MECW. DUr_%S (TYPICAL) FOR OPENING SIZE L 4x4xI/4L"xCCNl.,,T eA, JO WELD TO eA JOIST CONC. SLA15 ON MTL. DECK (SEE PLAN) I--x-x-x-x-x-x- A ST'L JOIST SEE PLAN 1� 1. 4x4xI/4"xCONT. BOLTO 0 24"c�c. (S"MIN. EME CONC. SLAB ON METAL DECK (SEE PLAN) 40 �OlrllLIBEARINGA SEE PLAN ST'L 5EAM, SEE PLAN JOIST TO BEAM SECTION 3/4"=V-0" T.0 �LAB 6i� PL 34 AN TILT -UP WALL PNL. SEE PLAN eTYP.) STEEL JOIST_/ SEE PLAN (TYPJ�� 3"X3"XI14" W/ 3/4" DIAM. EXP.. 50 T W1 5 i " CONC. EMBED 4- CROSS 5RACIWs TO PANEL SECT102N 6 3/4"=V-0" S-5 p 382 PSF L 4x4xI/4"xCCNT. W1 3/441 EXP. 15OLTS 4"" (5" EMBED) PLATE "A---., 1 SLAB 10 PLAN S i� AllEl i _1� %L4 N.T.S. I Afl�All�IlAll � �~T CONC. SL, DECK (Se 51 SEE PLAN 0YP.) JOIST TO DECK SECTION 3/4"=V-0" I-Tro X 4 x 511ro (LLV) .T YPICAL 4 SIDES _L & x 4 x 3/6 CLIP (4 REQUIRED) JIL SEE PLAN FOR JOIST SIZE I. FIROVIDE AT PERIMETER oF ALL ROOFTOP MECHANICAL UNITS AND OPENINGS AS REQUIRED. 2. SEE MECq- DWGS FOR OPENING SIZE 4 LOCATION. 3. PROVIDE L 3 x 3 x 5/16 AT ROOF 6UMPS TYPICAL ROOF )PENING DETAIL TYPICAL ROOF OPENING DETAIL N.T.S. L 4x4x5/16"xg," LOW� W1 11411 TW, STIFFENER TILT -UP WALL PANEIL SEE PLAN (TYP.) &"XS"X3/6" PLATE TILT -UP WALL PANEL W/4-1/2" DIA.X 4" H.S. L4llX41lX31SllX&ll LG. 1-05 CONT. 3/4" GROUT FLR. 1/411 SEE PLAN i'OMPACTED IV N0WpT_GL_;N CLEAN FILL I" SHIM AS REQ'D 4 GROUT ------- - ------ SOLID FULL LENGTH OF WALL 2-3/4" DIA.X 6" EXP.BOLT RE: FTG. SCP. FOR SIZE 4 REINF. NOTE- PANEL TO FOOTING CONN. AT V-0" FROM EACH EDGE OF THE PANEL AND AT V-0" O.C. MAX. PANEL TO FOOTIWG CONNECTION - SECTION 3/4"=V-0- TILT -UP WALL PANEL BEYOND OPENIWs SEE PLAN RE: ARCI4 W SEE PLAN FOR 1 1/2" RECESS FIN. F 7A SEE 4LAENV' T TG. E V. KEE PL AN r 7EE W21 1 w W +-L ------------- i SEE FTG. SCH. r--cON . SLA-M OVER METAL DECK C (SEE PLAN) X--.- -X-X-X-X 10 I ::E]: 117H STEEL JOIST 0 (SEE PLAN) MOTT. CWORD EXTENSION PLATE "5' (RE: PLAN FOR LOCATION) JOIST TO PANEL SECTION PLT, 3/4"=V-0" TILT -UP P TYF. TIFFENER PLATE, METAL DECK, SEE PLAN JST. BRG. ST'L BEAM, SEE PLAN 0 J00 I �, ST'L JOIST, JOIST BOTT. CHORD SEE PLAN 5RACE 6 COL, TYP� STD. AISC SHEAR CONN. STEEL COLUMN STEEL BEAM SPLICE SECTION (�9 3/4"=11'-O" ��5 TYP� PANEL WITW DOOR OPENIWG5 SECTIO 3/4"=V-0" L4"X4"XI/4" CONT. WELD TO 5M. $TO. AISC SWEAR C.CW. CONC. SLAB ON MTL. DECK (SEE PLAN) _j, �OSLA5 _qp_ X_x x-x- SEE PLAIT STEEL BEAM 114" (SEE PLAN) STEEL BEAM TO P41EL r-_� SECTION 3 3/4"=V-0- T-0. P�RAFET FIL SEE P AN 31161, J6TBRG.- SEE PLAN FIL I�K A.. TILT -UP WALL PANEL JOIST TO PANEL SECTION 3/4"=V-0" E COPY ROOF: 1-3"X3"XI/4" C4:)t4T. WELD TO EA. JST. =(�K __MNTAL Dr (SEE PLAI �STE51_ JOIST (S55PLAN) L4x4x3/8" L5. 3,16" r- 1-7 > z C4 (n 7 fq a. La z lus 2 A 6 C) m > _j a LL. co 0 coo) M 0 z Lu n � mw' a cc R ca 00 ui t UJ JG 2 00 R 14 z CL cc w w 0 N 2 cr w 0. LLI 0 LLI uj 0 V 0_ U_ pf"m CA IMAM, ISLAN LA"X4'XI/4" CONt. METAL DECKING A T.Oist. v N� IX, X <L_.ol6t, SEE IbLAN X-lawk m MR sit STEEL BEAM PbAULLEL to joiat SECTION -111-oll 3/4" BOLT CONN. COIL, Typ. STA151LIZER PLATE—` WELD AFTER ROOF DEAD LOADS ARE IN PLACE STEEL COLUMN------------. SEE PLAN PLT 6"x6"xl/4,,x Typ' ROOP: L3"X3"XI/4" CONT, uELD To EA JISt (SEE PIL METAL DECK AN)'\ STEEL JOIST-J (SEE PLAN) L4x4xB/Sn LC-s, Oz ro "XIS GA "C" *16 METAL STUD FRAME SUBMIT SHOP DRAWIW. OR MANUF. SPECS. --METAL DECKING, SEE PLAN HEAvy GAGE coNT. JST. BlRrli.j�_ STUD TRACK t A & I FIELD WELD To PL. TYP� COL. METAL DEcKms GROUT VOID 5Tw. PL. 1 STEEL BEAM. Uv NON-SHRiw oRouT NOTE: ROOFING, FLASHING AND OTHER DETAILS OMIT FOR CLARITY 12 �ROOF DECK: 5/6" FIRE -RATED SHEATHING REs ARCH. 4" O.C. E E 12 ROOF DECK: 5/8" FIRE-IRATED SHEATHING W1 10 GAGE SCREW 0 6" O.C. r 'g' GAC _REW Z, ARCH, :T E r W1 10 GAGE SCREW 6" O.C. FIELD, C:> PRE-ENGINEERED PREMANUFACTURED REi ARCH. 416 O.C. E E _ S R D METAL TRUSSES *24" O.C. TYP. PRE-EN61NEERED PREMANUFACTURED M L ROOF METAL TRUSSES 024" O.C. TYP. 14. 0 MTL DECK EE SEE PLAN C:3 TSrouj I C:3 METAL ROOF: > 64 3 SEE ARCH. C> TRUSS ma. SEE PLAN t .... I j� TRUSS 5FQG. '__--�L4"X4"XI/4"X CONT. '4V PLAN W1 3/4" DIAM. EXP. BOLT SEE W/ 511 EMBED * 121, O.C. v mm) <TYP. STEEL BEAM TILt UP PANEL TILT UP PANEL (SEE PLAN) (SEE PLAN) (SEE PLAN) TRUSO DEARIWG AT THE STEEL BEAM J5T.5I;?jG.- SEE PLAN ST'L JOIST, PL M "All STIL GIRDER SEE PLAN ' DA SECTION SEE PLAN BOTTOM CHORD 5 TRUSS BEARING AT THE PANEL 3/4'=l'-O" BCX ON FRAMING;t'Aff' SECTION 1/4" WELD PL. K"w TYP. o BCx 12 WELD AFTER ROOF 3/16" DEAD LOADS ARE IN PLACE IRE: ARCH. X-BRACE ALL METAL STUDS W1 HEAvY GAGE FLAT STRAP, INSTALL AS PER MANUF. SPEC. TO RESIST LATERAL LOAD, TYP. AT EACH FACE. ln"AV CONT. PLATE W/ 5/8" DIAM. BOLT a 24" O.C. OVERSIZED 1/4" THK. WASHER ST'L BEAM, SEE PLAN SECTION SECTION B oll SCALE 12 12 RE: ARCW.F:�:7� ��RE.. ARCH. tftss 0 21-00 O.C. TRU65 0 21-01, ac. ROOF r->EC;K-_ 6611=5 PIRE-RATED -SWEATHIW:s TS&WTC3, EACH PAcE ACHFACE wss c> c:> (2) 1/8" (.S.18 mm) 111 1.511 ETON 1 W* 31 TYP. AIS,C SHEAR coNN. RE: ARCH, ST'L COL. MeYOND SEE ImLAN 3/411 DIA_x2oll 15OLT 1611 O.C, ON -SHRINK 0 OUT I/2"XS"XC N 95E JISTBR3. PETAII METAL DECKIN(S I H I Z_�� SEE PLAN STEEL CHANNEL (2) �C12x3O T, SEE PLA V \"'JOIST REINR L4x4x3/8" WHERE REQ'D 5CX SEE PLAN,' SECTION 3/4"=V-0" 2w (2) I/all (3.18 mm) TILT -UP WALL PANEL TD. JST. BF;?xa.o_ SEE PLAN PL M "A" PRE-ENGINEERED PREMANUFACTURED METAL TWSSES 02411 O.C. TYP. METAL ROOF SEE ARCH. ST'l SEE T1511OWTC13 TRUSS BR3. SEE PLAN 1 1.5 v W It TILT UP PANEL �6EE PLAN) TRIJ55 BEARING AT THE PANEL SECTION 5'� 3/4"=11-0.1 '��S J6 ROOF: L3"X3"XI/4" CONT. IlJ/ 3/411 DIA. x 5" EXP. BOLTS �x E)�p METAL DECKIWS 5EEPLAN TO, J6T. TILT -UP WALL PANEL ISEE PLAN TS2Bx2SxI/4- Typ, MIN, TWO PER PANEL I EA SIDE OF PNL. JT. 3/11v JL SEE PLAN JOIST, SEE PLAN FOR LOCATION TILT -UP WALL PANEL PANEL JOINT WERE JOIST IS PARALLEL TO PANEL SECTION (�6 3/4"=V-0" ��s J6 JOIST TO GIRDER SECTION (7 3/4"=I'-O" METAL DECKIt,*, SEE PLAN �T- "It .E PLZ TILT -UP PANEL PL MK-"C" PL ADD REINF. AT GIRDER JOIST TO GIRDER SECTION 3/4"=V-0" ROOF: L3"X3"XI/4" CONT. UJ/ 3/4" DIA. x5"EXP. BOLTS 02411 O.C. 1,X-5RIGDING PER SJl METAL DECKING SEE PLAN T.O.J$t x 1-11 V _< L3"X3"XI/4" JOIST, SEE PLAN W1 3/4" DIAM. EXP. BOLT JOIST BRIDGING SECTION 3/4"=V-0" L3"X_3"XI/40 CONT. W/ 3/4" DIA, EXP. BOLT *2411 OC� 1/4-1 METAL DECKING, SEE PLAN SSTBW EE -PLAN JOIST GIRDER SEE PLAN WELD AFTER ROOF DEAD LOADS ARE IN PLACE GIRDER TO PANEL SECTION 3 3/4"=l'-O" S-6 > z w I— -4 it) Q 1 LIN Q 1 Ln 9 1 It 1p d z (6 w q lu IV W H 6 r- le$ (,P to IL _j m m0 LL to < -No too 003:000 itto 0 CC 0 A) hd CIS re R M co to z ul u'i a: w — d t UA Z -.0 Lo 4 I_: R (L x w Lu tu CL Ly_ ui t- �z Lu ul 4k,& d) Z Z tu Z ff W z LL 4 C: a) cr) 76 co :3 -J Z D N Legal Dowiption: -J V) �Zw 0-0-0 FND #5� R/G' 4942 CA tz r OIL 251 Seths ok 5'<5JJCO NC. SLAB Wj' E EC. BOX Z 0) -d Ll 2: parc.ol f Lots I grough 9 lockove and Lots 28 through 36 JhcAisiM Block 64 and the east 112 of vacated Guyaga Averm adjacent on the, west of Lots 28 through 34 alf In San Lucia Plaza Unit One, as w"ded in Plat Book A Page 57 of the Public Records of St Lucle Comfy, Flords. Parcel 2 Lots 10 ffrough 18 kntisive ki Block 65 and west 112 of vacated CuYaga AvonuaI, adjacent on the east all In San Lucia Plaza Unit One, as recordod In Plat Book 5; Page 57 of the PUblic Records of St Lucie Comly, FWda, TA Trusa Zoning. IL, PROPOSED DRY RETENTION V Side Setback Para�lel Parking Street Lighting (Typ,) Phase I E Street x 24 PINE 12" P)NE P Lighting (TYN Pine to be preserved + Zoning: IL Land Use: IND DO Loading Dock Z X 4" 011NE Trees to be Removed 200.9 Phase 11 Lo L 1@2 -77 -7 -F� --pinii to be presmved (typ) 14" ProWsed 12V Future Right -of -Way - - - - - - - — - — - — - — --- - — ---- /10 47- 3-1VMS 10" P�E J Pine to be I presimed N89*1 — - — - — - — - St Lucie Blvd. Q 111� M in --da 0 __Z OR b 23,T k-Z 0A A25.9 Setback z N �t 0) CD TA 0 I�A Location Ma W�n IPT AT A�l Range 40 N.T& 1 Lot Size and Dimension ReWirements A Z IL- Light indListital t:b CD Minimurn Lot Size: 20,000 at N Mlnlnxm Road Frontagw__601 Front Setback __25' Rear Setback Side Setback 19 Side at Conw. 2ff Maxknmi Building Co verage: 50 Z Ln Z 0) U-'d- -J E: 4-75.70 — - — - — - — - — - — - — - — - — - — --- - — - — - — - — - — - — Site Data- Total Site Area 4. Acres Existing Zoning__ IL Proposed Zoning IL LOW Use IND Existing Use Vacant P�-oposad Use Store Front Warehouse Nmbw of WldkW —2 par" 110 34OW SF IrdAtrial (2 spaces 1000 sq fV x 60 1000 SF Office (5 spaces 10W sq /V 50 Handicap Spaces ReWired 4 Parking Provided ----J24 r F FRG�'- F RC'.'.7 SIDES F-�'- 0 DATE BOARD OF COUNTY COMMISSION Chairm= 11, - I -- (W - 0%? site knProver" Ccverage Su=iary Sft Dita Acres SQ Ft Percent 2W6d34 =96 Sfoss site Area .492 larervious Area 324 14108aoo 669h Buidable Area .92 4400aw 19515 Paft 221 94404M 45% Sidewalks / Duripster .11 4684.00 2515 Psrvious Area 168 73,37&W 34 515 Total 214466.34 100915 19' C FuLE OPY Developryient Team APPIbant--Runways End LLC 4761 Glona Pine Lane Boynton Besot; FL 33436 Ownar—Runvowyls End LLC 4761 Glenn Pine Lane Boynton Beac4 FL 33436 PIanner—Thomas Lucido & Associates VO Avenue A Me 2A Fort PWm Flodda 34950 Landscape Luckio & Associates 100 Avenue A Suft 2A Fat PwM FbIds 34M Engheer_Sfeyo Cooper PE & Associates 209 NE Sagamore Twace Port St LucAp, FA>Ida 34M Notes: 0 Each 2QOW sq It bullding shall contain five 4,000 st; ft urft The bL4kfk1gs will be constructed of solid oworete using the Tlf-W pro -cast manner of construction The buldims will have a maxkiium height at the parspet walls of 26 feet with an overall height at the decorative towers of 30 feet Site clearing to commence after obtaining all necessary permits, kilrastruchn for Phase I completed in 12 months, Phase 11 will begin once the bays ki Bulkft 11 are lassed Phase 11 will have a 12 month compAqUon sdwd& 0 Inigation W11 conifiorm to local and state regulations regardk?g water conservation * All requirernents of Section 6.02M and Section aOaO5C with regards to weftid and free protection are to be met 0 Project LD. sign will conform to requksments set forth In St Lucia Comfy Land Development Code Sect= W2W 9 All lighting shall be In compliance with St Lucia, County Llghft ordinance, Llghft sPeofficallons shall be provided ckgm Building Ponnit Application proossa LAghting shall corfrilment the archilechral features of ft proposed buidkwa All Class 1 exotic vegetation will be removed from the sft COnsPicuoug dkKabAo barricades will be erected around each Indh4dal ftoe or areas of vVetation that are to be preserved In the event that any protoofive bantodes are removed or altered and land cAsanrw construction work is beft cm*xW on the sftq all work at the site will be stopped mffl the barriers are restaod and any necessaq corrective actions taken to repair or replant any vegetation removed or damaged as a result of those ancroachments. Scale: 1" = 30' 1 2204 Rev"S" per 21804 DRG Cvnmwds Drawn by." JW 2 51104 Reykbw -W ORC Cmn&-& per 416 Checked by GB 3 5%S,04 Revlsbrw per W~ MYNOM CADD No.: B718-Site Date: 8.19.03 —N�.- —Date Description of Revision Nam 30 U 15 301 0 1999 THESE PLANS AND THE INFOR MA TION SHO WNIIEREIN ARE THE PROPERTY OF THOmAS LUCLOO & ASSOCIATES, P.A. AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN WHOLE OR SSLYPROHLBITED IN PART IS EXPRE WITHOUT WRITTEN CONSENT PA Thomas Lucido & As5ociates, .. ZX6 4 N; Nvs�e Land.PlanninglLandscape Arebitecture Zic. #LC-0000335 K VV / 100 Avenue A, Suite ZA, FL Pierce, Fl. 34950 772-467-1301, Fax 772-467-1303 Runwa ys End Commerce Center St. Lucie County Site 1-1cin -Mom Sheet of Ld -i 4) (D co CID (0) =3 ZIA FND #5 R/C 4942 47 VI—S 3 + N%d 1-3- Proposed Garo=und rSlgn 12 ;FD V + PROPOSED DRY RETENTION steet 1-10ft crypt) =5 JU B �27 25 2 Phase I �SA �42 �36 1��/---24---\ �24 31 RAI 42 M42 JUB s, Ito ,It I j: J, 4 LM 97 18 3 §A 32 13 4-7 110 b r+ + L0 C4 a 1-t z a) U- 10- 3 PE J= rl- (J) WON Location Map PHASE I PLANT LIST SYM QTY BOTANICAL NAME COMMONNAME TREES IE 8 Hex x attenuataFast Palatka' East Palatka Holly LM 4 Lagerstroemia indica'muskogee' Muskogee Crape Myrtle LS 7 Liquidamber stryrachlua Sweetgurn MG 10 Magnolia grandiflora Southern Magnolia PE 3 Pious elliotti var. densa Slash Pine QV 18 Quercus virginiana Live Oak QVI 16 Quercus virginiana Live Oak TD 12 Taxodiurn distichurn Bald Cypress PALM TREES SHRUBS COE 142 Conocarpus erectus Green Buttonwood GAG 48 Galphimia g[auca Thryallis RAI 121 Rhaphiolepis indica Dwarf Indian Hawthorn VIS 109 Viburnum suspersum Saridaukwa Viburnum GROUNDCOVER 17 Jun'nerus -onferta Pacific' Blue Pacific Juniper LAC 84 Lamatia camera'Sil% I�r Mound' White Lantana TRF 137 Tripsacum floridana Florida Gama Grass PHASE 11 PLANT LIST 6 SYM QTY BOTANICAL NAME COMMON NAME JUB + TREES IE 4 Ilex x attenuata'East 'alatka' Last Palatka Holly 5' CONC.SLAB + 4 LM 4 Lagerstroemia indica'IIILlskogee' Muskogee Crape Myrtle W E EC. BOX 6 127 PE PE 4 Pious elliotti var. dema Slash Pine JUB QV 13 Quercus virginiana Live Oak LM 12W 4 PKosed A IE QVI I Quercus virginiana Live Oak A CO) PALM TREES SA 12 Sabal palmetto Sabal Palm ry to be 269 ff C4 �Vl to It Z111Z reseved (W PlI to be z 0) SHRUBS 04 Proposed 12'Fubffe preserved COE 47 Conocarpus erectus Green Buttonwood —47 1 z 0) Wt-d-Wa GAG 48 Galphimia glauca Thryallis JI Newsom - — - — - — - RAI 121 Rhaphiolepis indica Dwarf Indian Hawthorn - — - — - — - — - — - — - — - — - — - — - — - - — - — — - — ----- VIS f27 Viburnum suspension Sandankwa Viburnum 31VI,; GROUNDCOVER St Lucie Blvd. JUB 12 Juniperus conferta'fil'ic Pacific' Blue Pacific Jumper LAC 84 Lantana canI n Mound' White Lantana TRF 137 Tripsacurn floridana Florida Gama Grass z Scale: 30' Drawn by. JW — Checked by.- QB I CADD No.: B718LA-LSPlan No. Date 30 0 15 30 Date: 10.5.04 Description of Revision 13 QV Zor*V IL Larid Use: IND Section 29 k': -,3 X T C1 Towmhip 34 SPECIFICATIONS AIA AIA FG, 12'HTx6'SPR, 2.5" C, SP FG, 12'1]Tx6' SPR, ML, SP FG, 12' 1 It x 6' Spr, 2.5" Cal. FG, 12'HTx 6'SPR, 2.5'CT, SP FG, 12' HTx 6' SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal. FG, 12'HT Min. x 6'SPR, 2.5"C, F, SP,HO w/feeder roots exposed, FG, 18' HTx 12' SPR, 6" C, CH, SP, HO w/feeder roots exposed FG, 12' HTx6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed 7G, 48" HTx24" SPR, FTB, 48" O.C. 3G, 24" OA, FTB, 24" OC 3G, 12" HTx 15" SPR, F, 24" OC 3G, 24" OA, F, 24" OC 3G, 6" 11 rx i fr, SPR, 3 RN, F, 24" OC 16, 12" OA, F, 19" OC 3G, 18" OA, F, 24" OC FILE COPY P FG, 12'HTx6'SPR, 2.5" C, SP FG, 12' HTx6'SPR, ML, SP FG, 12' HTx 6'SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal. FG, ITHT Min. x 6'SPR, 2.5"C, F, SP,HO w/feeder roots exposed, FG, 18'111'x I TSPIL 6" C, CH, SP, 110 w/feeder roots exposed FG, HYC.T., Booted, Straight 7G, 48" HTx24" SPR, FTB, 48" O.C. 3G, 24" OA, FTB, 24" OC 3G, 12" HTxI 5" SPR, F, 24" OC 3G, 24" CIA, F, 24" OC 3G, 6" Hfxi8,, SPR, 3 RN, F, 24" OC I G, 12" CIA, F, 18" OC 3G, 18" CIA, F, 24" OC @ 1998 THESE PLANS AND THE INFORMATIONsHowNHEREIN ��e Center Thomas Luddo & Associat"Q P.A. Runway's End Commeic; ARE THE PROPIRTYOF THOMAS LUCIDO & ASSf _)CIA TIES, R A, AND REPRODUCTIONS, DISCLOSURES V V Land Planning/Lan&sllmpe Ardiftecture St. Lucie County OR USE THEREOr IN WHOLE OR Lie. #,?V-0000335 IN PAR T IS FXPRESSL Y PROHIRI TED 100 Avejiue A, Suite 24, Ft. Pierce, F7. 34950 7VIS01, Fax 772-467-1303 r%,npe Plan WITHOUT WRITTEN CONSENT Landst..a 77777=77' Sheet of 2 PHASE I PLANT LIST SYM QTY BOTANICAL NAME TREES IE 8 Ilex x attenuataFast Palatka' LM 4 Lagerstroemia indica'muskogee' LS 7 Liquidambcr stryraciflua MG 10 Magnolia grandiflora PE 3 Pinus elliotti var. densa QV 18 Quercus virginiana QVI 16 Quercus virginiana TO 12 Taxodium (fistichum PALM TREES SA 15 Saba] palmetto SHRUBS COE 142 Conocarfuts crectus GAG 48 Galphimia glauca RAI 121 Rhaphiolepis indica VIS 109 Viburnum suspension GROUNDCOVER JLB 17 Juniperus conferta'Blue Pacific' LAC 84 Lantana camera'Silver Mound' TRF 137 Tripsacurn floridana PHASE 11 PLANT LIST SYM QTY BOTANICAL NAME TREES IE 4 Ilex x attenuata'East Palatka' LM 4 Lagerstroemia indica'muskogee' PE 4 Pious elliotti var. densa QV 13 Quercus virginiana QVI I Quercus virginiana PALM TREES COMMONNAME East Palatka Holly Muskogee Crape Myrtle Sweetguar Southern Magnolia Slash Pine Live Oak Live Oak Bald Cypress Sabal Palm Green Buttonwood Thryallis Dwarf Indian Hawthorn Sandarikwa Viburnum Blue Pacific Juniper White Lantana Florida Gama Grass COMMONNAME East Palatka Holly Muskogee Crape Myrtle Slash Pine Live Oak Live Oak SA 12 Sabal palmetto Sabal Palm COE 47 Conocarpus erectus Green Buttonwood GAG 48 Galphimia glauca Thryallis RAI 121 Rhaphiolepis indica Dwarf Indian Hawthorn VIS 127 Viburnum suspension Sandankwa Viburnum GROUNDCOVER JUB 12 Juniperus conferta'Blue Pacific' Blue Pacific Juniper LAC 84 Lantana camera'Silver Mound' White Lantana TRF 137 Tripsacrun floridana Florida Gama Grass THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED DIRECTION OF THE ENGINEER. PRIOR TO INSTALLATION UNDER THE PAINT ALL CUT, I- OR > IN SIZE, WITH APPROVED TREE PAINT. REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (ENGINEER DISCRETION). MINIMUM 3" MULCH (SEE PLANTING NOTES). TOP OF BURLAP BALL SHALL BE AT LEAST - I* ABOVE THE FINISHED GRADE. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2* AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. IRREGULAR & MULTI -STEM TREE N.T.S. Scale: NTS, Drawn by JW Chocked by.-GS CADD No- Bn&ladet Date. U15.04 SPECIFICATIONS FG, 12'HTx6'SPR, 2.5" C, SP FG, 12'HTx6'SPP, ML, Sp F(3,12'Ht x 6'Spr, 2.5" Cal. FG, 12'HTx 6'SPR, 2.5'CT, SP FG, 12' HTx 6' SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal. FG, 12'HT Min. x 6'SPR, 2.5"C, F, SPHO w/feeder roots exposed, FG, 18' HTxl2'SPR, 6" C, CH, SP, HO w/feeder roots exposed FG, 12' HTx6' SPR, 2.5"C, F, SP,HO w/feeder roots exposed FG, I O'C.T., Booted, Straight 7G, 48" HTx24" SPR, FTB, 48" O.C. 3G, 24" OA, FTB, 24" OC 3G, 12" HTx 15" SPR, F, 24" OC 3G, 24" OA, F, 24" OC 3G, 6" HTxl8" SPR, 3 RN, F, 24" OC I G, 12" OA, F, 18" OC 3G, 18" OA, F, 24" OC SPECIFICATIONS FG, 12' HTx6' SPR, 2.5" C, SP FG, 12'HTx6'SPR, ML, SP FG, 12'HTx 6'SPR, F, SP, HO 3 months min., Sprayed for borers, 2.5" Cal. FG, 12'HT Min. x 6'SPR, 2.5"C, F, SP,HO w/feeder roots exposed, FG, 18'HTx 12'SPR, 6" C, CH, SP, HO w/feeder roots exposed FG, 10' C.T., Booted, Straight 7G, 48" HTx24" SPR, FTB, 48" O.C. 36,24" OA, FTB, 24" OC 3G, 12" HTx 151, SPR, F, 24" OC 3G, 24" OA, F, 21 " OC 3G, 6" HTx 18" SPR, 3 RN, F, 24" OC I G, 12" OA, F, 18" OC 3G, 18" OA, F, 24" OC REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. NO NAILS SHALL BE DRIVEN INTO TREE. TREE CALIPER SHALL BE MEASURED AT TREE TRUNK SHALL BE FREE OF ANY SCARS. 14— 3 1/2 FEET ABOVE GRADE. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE BUILD 4-6' CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. FILL MATERIAL SHALL CONSIST OF AT DUG FO LEAST Id3 NATIVE SOIL FROM HOLE PLANT. ADD AGRIFORM TABLETS AS SPECIFIED. TREE PLANTING (2"-6" CALIPER) N.T.S. TOP or BURLAP BALL SHALL BE AT LEAST I" ABOVE THE FINISHED GRADE. RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, APPROVAL, AND DIRECTION BY THE ENGINEER. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE 3' MULCH LAYER. SEE PLANTING NOTES. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE (PRESSURE TREATED - GREEN PAINT IS OPTIONAL) ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 SEE SPECIFICATIONS FOR BACKFILL MIXTURE. No. Date Description of Reidslon (9) 1998 77IFSEPLANS AND771j;INFORMATION SHOWMIlrRETNARE 7711 PROPER !'YOE 7710MAS LUCIDO & ASSMATES, PA ANI rCTIOUS, REPROD DISCLOSURES OR VSE THEREO � EV WHOLE OR IN PAR T IS EXPRESSE Y PROMBiTUD WIMOUT GENERAL NOTES: PLANTING NOTES: PLANTING SOIL AND BACKFILL FERTILIZER I - THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT PLANTING SOIL SHALL BE RECYCLED TOPSOIL. AND SCOPE OF WORK REQUIRED. FERTILIZERS SHALL BE SLOW RELEASE, UNIFROM IN COMPOSITION, RECYCLED TOPSOIL SHALL CONSIST OF A STABILIZED MIXTURE OF GROUND YARD TRIMMINGS AND POSSIBLY BIOSOLIDS PROCESSED 2. THE PLANT LIST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT DRY AND FREE FLOWING. THE FERTILIZER SHALL BE DELIVERED ACCORDING TO STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL MATERIALS. QUANTITIES HAVE BEEN PROVIDED 10 THE CONTRACTOR AS A CONVENIENCE. THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY TO THE SITE IN THE ORIGINAL UNOPENED BAGS, EACH BEARING PROTECTION GUIDELINES FOR THE PROCESSING AND DISTRIBUTION OF COUNT. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND PLANT LIST, THE QUANTITIES ON THE DRAWINGS THE MANUFACTURERS STATEMENT OF ANALYSIS,ANLs SHALL MEET SEWAGE SLUDGE COMPOST. RECYCLED TOPSOIL SHALL ONLY BE SHALL PREVAIL THE FOLLOWING REQUIREMENTS: SIX (6) PERCENT OBTAINED FROM A STATE PERMITTED RECYCLING FACILITY WHICH IS NITROGEN,SIX (6) PERCENT PHOSPHOROI SIX (6) ALSO D.O.T. CERTIFIED AND STORES PRODUCT ON A PAD WITH A CURRENT 3. NO SUBSTITUTES ON VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. NEMATODE CERTIFICATION FROM FLORIDA DEPARTMENT OF PERCENT POTASSIUM. FERTILIZER SHALL BE APPLIED TO AGRICULTURE. RECYCLED TOPSOIL SHALL HAVE THE FOLLOWING 4. PLANTS SHALL BE WATERED AS NECESSARY OR WITHIN HOURS AFTER NOTIFICATION BY ALL SHRUBS (1/3 LB PER 3 GAL POT, 1/4 LB P17R I GAL CHARACTERISTICS: .24 THE LANDSCAPE ARCHITECT. POT) AND GROUNDCOVER. THE SOD STARTER — WEED FREE S. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED FERTILIZER MIXTURE SHALL BE A 5-10-10 ANALYSIS. A — MOISTURE CONTENT 50% BY WEIGHT MAXIMUM TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. MAJCR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY — WATER HOLDING CAPACITY 200% BY WEIGHT MINIMUM THE LANDSCAPE ARCHITECT OF RECORD. 14-14-14 FERTILIZER ANALYSIS IS REQUIRED ON ALL TREES — CARBON TO NITROGEN RATIO LESS THAN 25 TO I AND SHRUBS OVER S' IN HEIGHT (1/2 LB PER 5' OF — ORGANIC MATTER CONTENT 40% BY DRY WEIGHT MINIMUM 6. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. SPREAD). AGRIFORM TABLETS WITH TWENTY (20) PERCENT — SOLUBLE SALTS LESS THAN 3 mmHos/cm NITROGEN, TEN (10) PERCENT PHOSPHOROUS,FIVE (5) — PH RANGE 7.0 — 7.9 7. ALL TREES MUST BE STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HRS OF PLANTING. STAKES TO PERCENT POTASSIUM IN 21 GRAM SIZES SHALL - MINIMUM NUTRIENT LEVELS AS FOLLOWS: REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER THAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR BE APPLIED ALONG WITH THE MACRO NUTRIENTS: NITROGEN (N) - IX MINIMUM, WATER INSOLUBLE MAINTENANCE AND REMOVAL OF THE STAKES. FERTILIZER PROCESS (1 WITH 1 GAL NITROGEN 90% MINIMUM, PHOSPHORUS (P) - 0.5X MINIMUM, PLANTS. 2 WITH 3 GAL PLANTS AND 2 TABLETS P1111 I" POTASSIUM (K) - 0.2% MINIMUM AND OTHER MACRO AND MICRO B. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHUECT DIRECTION. OF TREE TRUNK CALIPER). MAGNESIUM SULFATE SHALL BE NUTRIENTS. THE RECYCLED TOPSOIL SHALL CONTAIN LEVELS OF THOSE 9. APPLIED TO ALL PALMS AT INSTALLATION AT A RAIE OF MICRO NUTRIENTS NECESSARY FOR PLANT GROWTH. THESE INCLUDE ALL SOD EDGES SHALL BE TRIMMED AS PER THE LANDSCAPE ARCHITECTS DIRECTION. 1/2 LB PER INCH OF TRUNK CALIPER. MANGANESE SHALL CALCIUM, MAGNESIUM, SULFUR. BORON, COPPER, IRON, MANGANESE AND 10. ALL SHRUBS, TREES. GROUNDCOVERS, SOD AND WILDFLOWER AREAS SHALL BE APPLIED AT THE SAME RATE. MOLYBDENUM. RECYCLED TOPSOIL NOT MEETING THESE SOIL NOTES. HAVE IMPROVED SOIL AS PER PLANTING REQUIREMENTS WILL NOT BE ACCEPTED. MULCH BACKFILL: I I - DO NOT ALLOW AIR POCKETS TO FROM WHEN BACKFILLIVG. MULCH MATERIAL SHALL BE COLORED 'A' GRADE CERTIFIED RE- ALL NEW AND TRANSPLANTED PLANT MATERIAL (INCLUDING NEW SOD) 12. SOAK PLANTS CYCLED MULCH AND MOISTENED AT THE TIME OF APPLICATION TO SHALL BE PLANTED ONLY IMMEDIATELY WITH WATER FOLLOWING PLANTING. PREVENT WIND DISPLACEMENT. MULCH SHALL BE APPLIED TO A AFTER PREPARATION OF EXISTING SOIL MINIMUM OF 3" DEPTH IN PLANTING BEDS. MULCH SHALL NOT AS FOLLOWS: 13. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. BE PLACED WITHIN 6" OF TREE OR PALM TRUNKS. SPREAD A LAYER OF 3" DEPTH OF RECYCLED TOPSOIL (AS DEFINED ABOVE) 14. PAINT ALL CUTS & SCRAPES OVER 1/4- IN DIAMETER OVER THE ENTIRE PLANTING AREA. THE TOPSOIL S14ALL THEN BE %IIH AN APPROVED TREE PAINT. ALL COST FOR OR AND LAS SOD UNIFORMLY DISKED, TILLED OR AERIFIED INTO THE EXISTING SOIL MATERIAL IS TO BE INCLUDED INTO THE PRICE OF THE IREE. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE TO A DEPTH OF 12* UNDERNEATH SHRUBS AND GROUNDCOVERS, 15. DO NOT BREAK ROOTBALL PLANT 130ARD SPECIFICATIONS,ABSOLUTELY TRUE TO 6" UNDERNEATH SOD AND TO A DEPTH OF 36" FOR THE TREE 16. ALL PLANT VARIETAL TYPE,AND FREE FROM WEEDS,FUNGUSjNSIECTS PITS, WITH THE FOLLOWING EXCEPTION: NO ROTOTILLING OR SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. AND DISEASE OF ANY KIND. DISKING SHALL OCCUR CLOSER TO THE TRUNKS OF ESTABLISHED 17. THE LANDSCAPE CONTRACTOR SHALL WATER. MULCH, WE,:D, PRUNE_ AND OTHERWISE SUBSTITUTIONS PLANTS THAN ONE HALF (1/2) THE DISTANCE OF THE CANOPY FURTHER MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTAriCE BY THE LANDSCAPE ARCHITECT. SETTLED OUT FROM THE DRIP LINE OF THE EXISTING PLANT CANOPY. ALL PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTOIED, AND DEFECTIVE WORK CORRECTED. NO SUBSTITUTION OF PLANT MATERIAL TYPES OR SIZES WILL BE PLANTS, INCLUDING HEDGES AND GROUND COVER SHALL BE PLANTED IN 19. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM 7HE INDIVIDUALLY DUG HOLES AND THE MATERIAL DUG FROM THE HOLES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY THE CREWS DURING LANDSCAPE ARCHITECT OF RECORD. CONTAINER GROWN SHALL THEN BE FURTHER MIXED WITH THE PREPARED SITE SOIL PRIOR THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL WILL NOT BE ACCEPTED AS TO BACKFILLING OF THE PLANTING HOLES AROUND THE ROOT BALLS. MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. A SUBSTITUTE FOR B & NO ADDITIONAL BACKFILL SOIL SHALL BE USED. 8 MATERIAL UNLESS PREVIOUSLY APPROVED. 19. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND INTENDED SUBSTITUTIONS SHALL BE SPELLED OUT IN BID. AN EXCEPTION ARE PLANTING PITS FOR CABBAGE PALMS. WHICH SHALL REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE MEASUREMENTS BE BACKFILLED WITH CLEAN NATIVE SAND ONLY. ARCHITECT OR REPRESENTATIVE SHALL BE PROMPTLY COFRECTED BY THE LANDSCAPE CONTRACTOR. SHADE TREES: HEIGHT SHALL REMOVE EXCESS MATERIAL TO PROVIDE PROPER FINISHED GRADE. 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE BE MEASURED FROM GROUND DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF FINAL ACCEPTANCE THE TO THE AVERAGE BRANCH HEIGHT OF CANOPY. SPREAD ALL PLANTING PITS AND PLANTING AREAS SHALL BE AMENDED WITH ONE (1) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE MEASURED TO THE END OF BRANCHING EQUALLY AGRODIAMONDS (R)PER MANUFACTURERS SPECIFICATIONS. SHALL BE PROMPTLY REPLACED WITH SPECIMENS THAT MEET THE MINIMUM RE(JUIREMENTS CALLED FOR AROUND THE CROWN FROM THE CENTER OF THE TRUNK. IN THE DRAWINGS. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, MEASUREMENTS ARE NOT TO INCLUDE ANY TERMINAL PLANT MATERIALS AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. C011TRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE GROWTH. SINGLE TRUNK TREES SHALL BE FREE OF *V" MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT TREES, PALMS, SHRUBS.GROUND COVERS: ARRANGEMENT. CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE INFESTATION. PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN 21. ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL SHRUBS: HEIGHT SHALL BE MEASURED FROM THE THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION AS WELL AS ALL COST FOR THE REMOVAL OF UNSUITABLE OR EXCESS BACKFILL MATERIAL 011OUND PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK PRESENTED IN THIS PLAN TO THE AVERAGE POINT WHERE MATURE PLANT GROWTH ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, SET. STOPS. SPREAD SHALL BE MEASURED TO THE END OF PARTS I & 11, LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE BRANCHING EQUALLY AROUND THE SHRUB MASS. OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED LOCATED SUCH THAT SAID LANDSCAPING OBSCURES MOTORIST'S VISIBILITY OF MEASUREMENT AREA NOT TO INCLUDE ANY TERMINAL OTHERWISE. ALL PLANTS SHALL BE NORMAL FOR THE VARIETY AND ANY EXISTING SIGN(S). GROWTH. FLORIDA GRADE NUMBER I OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. PALMS: CLEAR TRUNK SHALL BE MEASURED FROM "HE GROUND SPECIMEN MEANS AN EXCEPTIONALLY HEAVY. SYMMETRICAL. TIGHTLY AT THE TIME OF INSTALLATION TO THE POjNj KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST WHERE THE MATURE AGED TRUNK JOINS THE IMMATURE APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR OR GREEN PORTION OF THE TRUNK OR HEAD. IN FORM. NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. GREY WOOD (G.W.) - SHALL BE MEASURED FROM THE ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY, VIGOROUS, GROUND AT THE TIME OF INSTALLATION TO TOP OF THE WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE HARDENED TRUNK. AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL OVERALL HEIGHT (O.A.) - SHALL BE MEASURED FROM THE BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE GROUND AT THE TIME OF INSTALLATION TO THE AVERAGE REQUIREMENTS ARE OMITTED FROM THE PLANT LIST. PLANTS SHALL BE FROND HEIGHT. PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. PALMIS WITH MARRED OR BURNED TRUNKS WILL K1,N BE ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL ACCEPTED. ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN HEALTHY GROWING CONDITION. AN ESTABUSHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAI THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. SHADE TREES SHALL HAVE A SINGLE. STRAIGHT TRUNK WITH THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE SPROUTS CLEANLY REMOVED AND BRANCHING or THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO - UNIFORMLY DISTRIBUTED. INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. SECURE BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO MINIMUM 3 (2- X 4-) WOOD BRACES. HOLD BATTENS IN PLACE No NAILS SHALL BE DRIVEN INTO TREE. HEIG14T OF REMOVE BURLAP FROM THE TOP 1/3 OF BATTENS SHALL BE LOCATED iOR THE ROOTBALL (ENGINEER'S DISCRETION). ADEQUATE BRACING OF TREE. MINIMUM 3" MULCH 5 (2- X 4- X 16-) WOOD BOXTENS. (SEE PLANTING NOTES). 5 LAYERS OF BURLAP STEEL BAND TOP OF BURLAP BALL SHALL BE AT LEAST 10 ABOVE ADD AGRIFORM TABLETS AS SPECIFIED. THE FINISHED GRADE. BUILD 4-6" CONTINUOUS SAUCER AROUND ROIDIUALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON THE TREE PIT TO HOLD THE WATER. 2" MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. X 4" X 24" STAKE BALIS SMALLER THAN 2' IN DIAMETER MAY SIT ON FINISHED GRADE COMPACTED EARTH. —1 ---1 DIAMETER OF THE HOLE SHALL BE TWICE THE BALL I SEE SPECIFICATIONS FOR BACKFILL MIXTURE. DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLE SHALL BE 1 11 -111 FILL MATERIAL SHALL CONSISI OF AT LEAST 1/3 NATIVE SOIL FROM 2' LARGER THAN THE BALL DIAMETER. HOLE DUG FOR PLANT. FINISHED GRADE 3" MULCH SEE PLANTING NOTES PALM TREE PLANTING N.T.S. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. TREE PLANTING (6" CALIPER & UP) N.T.S. TRIM ONLY THOSE FRONDS WHICH HANG BELOW LEVEL OF TREE HEART. MINIMUM OF NINE (9) GOOD PALM FRONDS. TIE THE HEAD OF THE PALM WITH BURLAP NOTE: DETAIL TO BE IMPLEMENTED IN AREAS WITH POOR DRAINAGE AS A PLANTING SUPPLEMENT. -TWO TIMES BALL DIAMETER TOP OF ROOTBALL TO BE 2" ABOVE EXISTING GRADE FILTER CLOTH SAND - MIN. 12" DEPTH DRAIN ROCK PUNCH THROUGH HARD PAN TREE PITS WITH DRAIN TIE THE HEAD OF THE PALM WITH BURLAP TOP OF BURLAP BALL SHALL BE AT LEAST STRIPS. LET STRIPS REMAIN FOR AT LEAeT FIVE (5) I— 1 1/2 - ABOVE THE FINISHED GRADE. MONTHS, BUT NO LONGER THAN TWELVE 12) MONTA. PRUNE SHRUBS AT ENGINEER TRUNK DIAMETER SHALL BE CONSISTENT- DIRECTION. PRUNE ALL SHRUBS WITHOUT ABRUPT CHANGES, LOOSE TO ACHIEVE A UNIFORM MASS. SHEATHES, HOLES, OR CAVITIES. SECURE BATTENS W/2 3/4 - HIGH CARBON STEEL BANDS REMOVE ANY CONTAINER THAT MAY BE AROUND TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN ROOTS. IF PLANT IS IN BURLAP,LEAVE BURLAP, INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN IN PLACE WHEN PLANT IS INSTALLED. RELATION TO THE HEIGHT OF THE PALM IF PLANT IS IN PLASTIC FABRIC, REMOVE FABRIC FOR ADEQUATE BRACING. INSTALLATION. 5 (2- X 4- X 16-) WOOD BATTENS. 3 MULCH (SEE PLANTING NOTES). 5 LAYERS OF BURLAP TO WRAP TRUNK. STEEL BANDS (3/4"; H.C.S.) BUILD 4-6" CONTINUOUS SAUCER AROUND THE MINIMUM 3 (2 X 4") WOOD BRACES; TO TREE PIT TO HOLD THE WATER. REMAIN FOR AT LEAST 12 MONTHS. 3K ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT NAIL TO 2" X 4" STAKES (3). _;t ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BUILD 4-6" CONTINUOUS SAUCER AROUND ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED SOIL DIAMETER OF HOLE FOR BALLS 2' & GREATER THE TREE PIT TO HOLD WATER. 5 SHALL BE 2' LARGER THAN DIAMETER OF BALL. FILL AROUND ROOTBALL WITH BACKFILL MIX. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE FLOOD. & COMPACT FILL IN 3- LIFTS [RE -FLOOD TWICE THE BALL DIAMETER. (JET) & COMPACT FILL I DAY AFTER INSTALLATION] ADD FERTILIZER, MANGANESE, & FILL MAILKIAL 10 CONSIST OF MAGNESIUM AS PER PLANTING NOTES. 1/3 NATIVE SOIL FROM HOLE DUG FOR STABILIZATION# SABALS, MAY BE PLANTED UP TO 2 BELOW FOR PLANT. SEE SPEC'S FOR BACKFILL MIXTURE. GRADE PROVIDED CLEAR TRUNK SIZE IS SH.RUB PLANTING MAINTAINED AS SHOWN ON THE PLANS. N.T.S. 7borncausf Lucido & Associat A L-L& es Land Planning/Landscape Arrwtecture Lic. #LC-0000335 100 Avenue A, Suite 2A, Ft. Pierce, F7. 34950 561-467-1301, Fax 561-467-1303 BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. PREPARED TOPSOIL TO MIN 10" DEPTH. 3- MIN. MULCH (SEE PLANTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED TO LET NOTHING GROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. DI AKI-rikl� riII-M �M�l N.T.S. THIN BRANCHES BY 1/4 TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PROVIDE ONE (2- X 2-) WOOD BRACE REMOVE BURLAP FROM THE TOP 1/3 OF THE ROOTBALL (LA DISCRETION). MINIMUM 3' MULCH (SEE PLANTING NOTES). I ABOVE THE FINISHED GRADE. TqP OF BURLAP BALL SHALL BE AT LEAST PAINT ALL CUTS, 1- OR > IN SIZE, WITH APPROVED TREE PAINT. 2" X 4" X 24" STAKE ROOTBALLS GREATER THAT 2' IN DIAMETER----. SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF THE HOLE FOR THE BALL UP TO 2' SHALL BE TWICE THE BALL DIAMETER. DIAMETER OF THE HOLE FOR THE BALL 2' AND GREATER SHALL BE 2' LARGER THAN THE BALL DIAMETER. WATERING SCHEDULE APPLICATION SCHEDULE PALM TREES 20 GAL/APPLICATION/PLANT LARGE TREES 30 GAL/APPLICATION/PLANT SMALL TREES 20 GAL/APPLICATION/PLANT LARGE SHRUBS 10 GA PPLICATION/PLANT SMALL SHRUBS 5 GAL/APPLICATION/PLANT GROUNDCOVER 5 GAL/APPLICATION/PLANT APPLICATION AMOUNT MONTH 1 12 APPLICATIONS MONTH 2 12 APPLICATIONS MONTH 3 8 APPLICATIONS MONTH 4 8 APPLICATIONS MONTH 5 5 APPUCATIONS TOTAL 45 APPLICATIONS ABBREVIATIONS: C.T.- CLEAR TRUNK Hf.- HEIGHT D.C.- ON CENTER Spr.- SPREAD SPREAD OF PLANT THOROUGHLY WORK IN 2' OF BACKFILL TO A MINIMUM DEPTH OF 10". SOIL SHALL BE LOOSELY INCORPORATED INTO PLANTING BEDS FOR GROUND COVERS AND PERENNIALS PERENNIALS SEE SPECIFICATIOI FOR BACKFILL/PLANTING SOIL MIXTURES. ,.MULCH 3' MIN. DEPTH (SEE PLANTING NOTES) ALTERNATE SPACING OF PLANTS TO INSURE FULL COVERAGE BY GROUNDCOVER. GROUND COVERS AND ROOTED CUTTINGS N.T.S. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. TREE TRUNK SHALL BE FREE OF ANY SCARS. USE REINFORCED RUBBER HOSE ITH"IDIAMETER TIED 2 STRAND GALVANIZED WIRE TO LASH WOOD BRACE TO TREE. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. BUILD 4 - 6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE PLANTING (2" CALIPFP Ar RP-1 nw) N.T.S. unways End Commerce Center Sheet St Lucie County 2 of Landscaoe Details Q) m 71 351-01H CONC. SLAIS 4. LINE OF M_� COMPACTED LGRADEMYOND -WALL 151 FILL 5ECTION !Will, 'i�in I i �1� / 10, -:14f j, kill I J�w I w,v.ojqsw%- ELI as I# 771-71-7 1' f 4 Lim as dal PAVING LIFT _tS:T:LA:rn:T RETENTION AREA �11 ;Zmwc�wwum 8105.11111"'m - -1 __ - - - - - - - - . .. ._�.A I 8" C.Mill WALL L L j d) d) PROPOSED PHASE 2 BUILDIN ri L St. Lucie 51vcl. A 6" REINFOl CONC. 5LA5 OL""Tam am CAVIL ONG. DWSAI& Limrr OF PAvi 777'---L 211 m 131�IADE VERRVY LOCATION A%V REQUIRMINI uv LffLITY COMPAIll SITE PLAN NORTH I CsRl SC,4LE 0 19 so 60 120 IN FEET I Inch 30PL GENERAL NOTESsm, I- ALL WOW 544ALL BE IN ACCORDANCE WITH T44E FLORIDA BUILDIW4 CODE, 2001 EDITION, LOCAL AMENDMENTS, NFPA 101. NOTHING CONTAINED IN THIS SPEqIFICATIqN OR SHOWN ON PLANS 514ALL BE CONSTRUCTED AS To CONFLICT WITH ANY LOCAL MUNICIPAL Olt STATE LAW OR REGULATION. ALL SUCH LAWS OR REGULATIONS ARE WIEREBY M04DE PART Or T1416 SPECIFICATION AND T44E PLANS APE THE MINIMUM THAT WILL ISE ACC9P1 . CONTRACTOR BEING REQUIRED TO MEET BUILDIN16 AND rism DEPARTMENT REQUIREMENTS AS APPROVED 15Y THE OWNER, 2. ALL WOW, $WALL BE ALIGNED AND POSITIONED IN ACCORDANCE WITH PLAN DIMENSIONS WIT44 ALL SCALE DIMENSIONS BEING VERIFIED PRIOR To USE. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL 5HALL-BE PRESSURE TREATED, 6 REVISION 0 4. GENERAL CONTRACTOR SWALL REPORT ALL IRREGULARITIES AND DISCREPANCIES To TI-E ARC441TECT BEFORE PROCEEDING WITH WOW- 5, CONTRACTOR SHALL GUARANTEE ALL WORK FOR ONE (I� YEAR Al DATEOF 5TEVEN J. 5RUH -V-CEPTANCE BY OWNER A1111CRITECT .>OOR OPENING DIMENSIONS SHALL BE VERIFIED WITH WINDOWS ii ALL WINDOW AND r 4RO08i AND DOOR$ SUPPLIES - I. ANY 15LOCKIIlI6, NAILEPS, FLASHINS OR OT44ER REQUIRED FRAMING MATERIAL SWALL ME INSTALLED AS REQUIRED AS IF T14EY WERE ORIGINALLY DETAILED. S. T44E CONTRACTOR $WALL BE TOTALLY RESPONSIBLE FOR ALL MEANS AND METHODS OF: CONSTRIXTIOl'i T14E ARCHITECT'S PERIODIC VISIT$ TO THE SITE SHALL NOT t1b RELIEVE THE CONTRACTOR Or TOTAL RESPONSIBILITY AND HE SHALL IN ANY EVENT ry HOLD THE ARCHITECT Il FOR ALL LITIGATION ARISING PROM INJURY. .1 ALL STUCCO, METAL LATH, AND DRYWALL WOW 514ALL MAINTAIN T14E STANDARDS AS OUTLINED IN T44E U-S. GYPSUM C4:)NSTRJCT1CN HAND1500i ESPECIALLY IN REGAll TO ACCESSORY PRODUCTS, SUC44 AS, CONTROL AND EXPANSION JOINT& CONSULT LUIT44 THE ARCHITECT PRIOR TO INSTALLATION. 10� DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS HAVE PRESIDENCE OVER SCALED DIMENSIONS, CONTRACTOR SHALL NOTIFY DESIGNER OF ANY ERRORS OR DISCREPANCIES IN DII-EINSIONS OF DRAWIWGS. 11. ALL STRUCTURAL LUMBER $HALL HAVE T44E FOLLOWING MIN. VALUE$ UNLESS OT14EPOISE NOTED: ALL VEAIS Dbi AMItAWRi *0 Ma" EXTREME FIBER STRESS IN BENDING: Fb . 1000 PAL MICAISID III RE AM OUNED 15Y A40DO PROIll CP T" AND $WALL BE HEM -RR 02 MIN. CPR= ol I CMATM, Wvl *0 VffVIE-C*W MR UBE CK AMD IN CONNECr011 UK THE SpEorm rm"wl Nam or SUCH 12. ALL CONSTRUCTION SHALL BE PERFORMED IN A GOOD, WORKMAN -LIKE 100AS 051 APOWOMMMM OR ft" 044LL MANNER IN ACCORDANCE WIT44 ALL CODES, REGULATIONS, ORDINANCES me USED I OR P16CLOOM TO Ally F01180K AND RESTRICTIONS HAVING JURISDICTION. i OR CORPO"170N PM ANY PLIRPOSIR im"T60ali'm � � ml� �� _BUILDING SECTION No. WINDOW TYPE �S=MT� 4^----*= WALL -SECTION No. (NTl ELEv. No. < -444EET No. �,�SHEET No. DETAIL No. HEIG+4T ELEVATION SHEET No. (�) DOOR TYPE 1. ARCHITECTURAL SITE PLAN IS FOR GENERAL LAYOUT & CONFIGURATION ONLY. ALL DIMENSIONS SHALL BE VERIFIED BY HORIZONTAL CONTROL DRAWINGS PRIOR TO CONSTRUCTION. 2. SITE DIMENSIONS ARE BASED ON A SURVEY BY : VELCON GROUP INC. DATE: 06/17/04 FILE COPY PLANNING AND LANDSCAPE DRAWINGS BY THOMAS LUCIDO & ASSOCIATES, P.A. CIVIL DRAWINGS BY : STEPHEN COOPER, P.E. LOCATI INDRIO RD. - rDRIO i BL k AIRPORT AlA Z S AthilTE 'TL"i BL VD U .1 walAvelaw.1m w uj 11111111m z uj 0 ca lij ff w u- ILL UJ JU U- z ul co n (J w LIJ lu z 2C ci Q U-) Lo 02 r-1 U, W- a U) > C-) 4. C(z) Z kA < C=FM VA`IE DEC. 30, 2004 SCALE AS Si 04MT -am" wsp=1 SITE fOL,41ilill PHASE al OF 25 ta_ IN "k 111111111m . ............. . ............ I bi, �M ft, AIRPOR-F INDUS'l Al f:�lllr< U N FF N FND 45 R/C —942 ....... . .... . 0" k- 2 _4 D, A VIA ...... ..... .... ...... .. . . ............ 7' . ...... . .. . .. ....... '11"I'��,z"""".", 7:::: 4- zl-;�, . ........... 7 . . .. ..... ol ull 2. q 97.3 7 1179.18' .......... . ....... ......... ..... ........ .......... ; . .............. 4, 9/2 3; \-TEMPORARY EDGE OF FORM < 4 I'D 002, Z, ........ T, L FORMBOARDS .. .... FINISH FLOOR ELEVATION 21.25 0 0.74 . ....... . 00 Al Z 0.74' 0 ...... . .......... . . ...... . . jl j 1 1�3.66' ........ . .... .. .... ......................... ............ . . . ........ . ............ ............ 6-z-_ � �1- L OL71 P L & C ....... . .... — . . ......... 7 T, ...... . ... ....... . . . ..... T --- - -- 6 LL-] 7 S 0 - kr 0 AtJ . ......... ........ . . mWi J ..................... . ...... - - - - - CJ ............ ....... . ....... X 10 - - - - - - - - - - 20 33 - - — - - ------ ................. 14 . .......... . .......... -�m ..................... 0 7�, �TEqPqRA Y EDGE, OF FORM ............ < 6" j 15 Im (D �,\� 16 0 <1 c� ............ FINISH FLOOR ELEVATION 21.25 1 0.74' 00 . .. . . . . . 0.74 3 . .......... ....... 10 "A 201. 12) I L ........... z T- .... . ............ � . ......... — --- - --------- -1 =T7 ........... - e7 K 0N(.',S[,Af3 "A 12 z 0) < Q z < t .... . .... ..... . . ........... 7 ....... . .... . ..... .... . .. . ....... . . .......... �J :0 . ............ -4 . ... . ...... .. .... .... 18 l(o 36 �o z 2'. J, i �z gp I .......... . . . . . .......... -- - --------- - -- - --- . . . ........... . . ...... ... - — -------- NSWOS'00"E 410.70- . ...... ... ... ....... .. . ....... ....... ko N .... ... ...... . ... .......... . .. ..... . . ...... . ...... 4-d Ad 4-A V, .......... ...... .. . ........... .. . .... . ... . ..... . ..... V U, z 0 dAl FORMBOARD TIE- - — ------- - ...... ....... ........ — — — - ------ .................... ... . - - - - — ------ - ------------- . .................. . . A.B. SURVEY SUPP�IES ENTERPRISES, INC. DRAWN BY: JJR CHECKED BY: JJR THE SURVEY DEPICTED SON LS NOT VAW W7HWT THE Wkma-: ANLI THE '."GIN RAISED 'M SEOF A FLORIDA LICENSED SURiiii qAFf-*R. 11.4 �t# WAS PH ERE RESKNSIOLE NPQRSIMA70 SORW: AVI MAIRSEDS UNI CHAROE OF TI4Z U Professionai s6rveyors and mappers SCALE: 1" =30' PROJEC�T: 06-234 Mi �ATEOFAU ORIZATIONNUMBER LBa3c)l CERTIFIC DATE: 11-29-06 DWG; 06-234 2603 INDUSMAL AVENUE Z FT. PIERCE, FLORI �A 34046 PHONE (M) 464-9500 FAX (772) 878-7716 --T —DATE 3 y Ck:i 2006 A&. Surmy SkAWAw Ent"&i Ina ly REVI&ON dldtb. GOLDING, MWIFEMAL 1116Z�*ANV.gi STAlE FLORIDA REQS7RAllON HUMOR 6M 'j" IC2 NOTE: ALL ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. 1988 RECORD DRAING RUNWAYS END FORMBOARD IE-IN ST. LUCIE COUNTYo FLORIDA N �C-1-4TVF NOV I u ?UU6 BYaiO��!Il PROA 06- SHEE 1 OJ5(b -- o / o 7-- brwz� 6-5&q