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HomeMy WebLinkAboutBuilding PlansT 1 AT F9 EX. =u _ _-0 5`_0 20-0 4 Ft YQL: F8 I IIza,l 4.D- F21 �i-F2 --------------- 26 I - - - 23. i - - - - - -I -- °� SW ASPHALT EDGE -� -o # --__ 30_O _ 14,-.0w_- 5'-0_� 8'-O HC RAMP DETAIL I/e' 1'-o 21- O 25 - o _ 2s - o 05 - 0 25 - 0 2 EX. SLOG. EX, B25'- 0 20'- 25 - -2 S - D ,171- O �� 39 0 -_ 30 0 - 0 - O 30'- ` 14'- O sw I (,, slti! m m I-0 ,,'EX BLDG. 0 w a SLAB w - _ - - _-_- — -6$d p i �F9- -- T �F�" I F7 i i= 7 i i F71 i F7 i F71 F71 I F7; Vi I F7 I LEVQS I FZ71 ' f7 I i F ; '- -�gl L_.J ' _J L_� L _J L_J L_J L__j L- -A Lu 1 II p '' I I/ F/ p FP' I I EP,A4 ( I N �I I L�' FS I I F6 I l F6 F5 _ I i� Im STEEL 2 i 0 o W "-AB REBAR x 12 X 12 COL. BLK. Ex REBAR 3 W AB PUT COL.BLK. AID. BLK, O x O X A'r F8 NE C � RNE0 12 X 12 12 X 12 CbL, BLK. COL,&K. T I -A 8 EDGE AB REBAR' FND. BLK, x x REBAR i — I C� FX x C °x°x I X x X cn , AT F4 (F(9'SI M) I —� _- AT F, NWCORNER AT F8 SlWCORNER PEDESTAL PLAN VIEW DETAILS 1.5" = 1-0 `l to` En L-EG ALI- F¢� Fla OX x 0 >c X y sw �i Foundation schedule I ° I DESIGNED TO COMPLY W/THE STANDARD BUILDING CODE 41- q 201b/s/ LIVE LOAD AND 110 MPH WIND LOAD I I F2 O N ALL CONCRETE TO BE 3000psi , d �F4/ I I FS I �F r -I ANCHOR BOLT DETAILS BY BUTLER MNFG. CO. '�- h - - y F4 I LI I , , I I F6 I ALL PAD FND.S TO NAVE #4 BARS 12" O.C. EACH WAY IFS' a f , t I I I I I I IN A MATT W/ 21/2" MIN. CLEARANCE UNDER STEEL I r L_ - - J t- _ _ J i L - _ ALL PEDESTALS WILL BE STACKED 12'XI2"COL. BLOCK ,I ! I I WITH (4) #5 BARS HOOKED 12" INTO THE PAD WITH A 1" HOOK 11/2" BELOW THE FFE I ~ I `I SLAB -4" THICK ON CLEAN, COMPACTED, UN -POISONED I I O I y-. FILL DIRT W/ 6X6X10/10 WWM ON A PLASTIC � .�� ..• I - _, VAPOR BARRIER \4-0�1 _ LF4� i F5 I F FIG I - --I - - - F4_j , I I i _ + I i F6 i F1 - 18"X 10" FOOTING W/(3) #4 BAR CONTINUOUS FS �`� ` r !- J L _ _ J F2 - 12"X 8" FOOTING W/ (1) #4 BAR CONTINUOUS ,_ _ _ _ ^ J I I �{ '�r a"4" " ° F3- 12""O X 12MONOLITHIC FOOTING W/ 3 #4 BARS (' P. A.3 I _ E :7 A4_,.''r�4`h 1100`aE,1�. 113�;L'tl yys nrS,• r F4 - 4'X 4 'X 10"D. PAD FND. W/ PEDESTAL I_F4�? �- - , F - -, r - -� F5 4'X 4'X 12'D. PAD FND. W/PEDESTAL F5 ; I F6 I I F6 I I F5 I Fl l I I , I E6 - 3.5' X 3.5' X 12" PAD FND. W/ PEDESTAL I I I } r-.j ( 1 I Lc I F2 0 L - - J �- - - 1 F7 - 6' X 6' X 2'D. PAD FND. - - - - I i L 4 1 p` L. 6A•. LE*.G r F8 - 2.25' X 2.25' X 10'D. PAD FND. W/ PEDESTAL I N i I ^ FFE 25. F9 - 2.25' X 2.25' X 10'D. PAD FND. W/PEDESTAL \ I I N i ,O I LF4 r -1 r , r - - -I F10- 5.75' X 5.75' X 2'D. PAD FND. I_ _ _ _ I �F4 I ' 7 I F5 I i F I I I FS I r vI F6 F11- 4.5' X 4.5' X 2'D. PAD FND. I I i I ,. _ _ `• r L _ _ J L- _ J L _ - J F12- 2.251X2.25'X10"D. PAD FND. I ! L I I 4,-0 I O, - 8 O -80-0 --- ___�._-- - ---- 75 O --- 80-D so I N � fq' a r f- , r 1 rFs I i Fs' -i �F41 4 12-0 I FS i I F I I , v F1 L L_ J L----i-11 IT �\ I I i-FO/ _, F-- � , DNJ i� F5 I i F I F6 ` ' FS F/ t' I! Ii II i i I I FPA4 I.F,O ON� 1-.FS F F6 i F5 I IF I 1 I ! 5-D I I DN O N N I I ' I F2._ I L -- r � I I --- -� L_' J L_ _ I I --- � �/ i t 2s.z ---- - FP. A4 Q ! I p Ir I THESE PLANS AND ALL PROPOSED WORT ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING DREVIEWED N REVIEWED BYR C IAN DATE PLANS AND PERMI KE OR NO INSPECTION WII.L BE MADE ON JOR Y� � �r'• 'Yy F3 N 4 FII F_!1 F3 L---------� L----I-21. 1 {--! [_FI F8 FB In EII 1 „ F8 C- F8 i-.... F8 f-I F8 F rf� -A Ita CC, A I N 4! I-t, �- —,_:-tea 4.--------' �_ J 1-.-- _._-----1' �---------� L--------I..L------J L--------1" 1---------� ----------I L---------1 IL------i' I 4-8 1-4 I -4 ------------------ WALL EDGE ------_ - ----- - i--7r 1+ DETAIL _ P 8 121 8" !2 gjt� '-8" I21-,8° 8` i ! ----------- - MO MO MO MO M0 ------------- ;0 L - /8 0 28-0 2 9- � 2- 2 6 _ 2S 0 !__ _ �__„_25 DT__ ._ . _�_ 25 0 I ._ t .:..._25-0 r _ 25 D 1 25- I 25_ I 25-0 -_ 5 0 25-D _ 25- 22 6`. 395'- D SW,,-, FOUNDATION PLAN v16•= r-0—Z. 1 I) Fr LL 0 Ir uI w 0. �C U. ®� cr t _j J Ll.. tL r O 0 � a C� >C5 U r� C!"3 g m, G3 " � LL ui a w U W a� � a v m m a t E m 3 3 ui <vr Q1 n a° D AWN M ` r -- CHECKED DATE 12- Z6- 0D SCALE DRAWING NUMBER MW aNJG�D�p A I i 395'-0 SW STEEL (.l�t�t 22-0 24-0 25-0 25-0 5-0 20-0 20-0 25-0 2B-0 17-0 30-0 30-0 - 21= 0 1'-0 • EX, BLDG EA BUY;. to i I � 6" Pvc. ]Z" P.4 c, 17 rA.% � ',�- RE_MOJE CY2i 48 Pl FANZ - (� �Io1 BAans a �WTS FIM-- AL. oho we.t_t_ Pn►ae.C.5 iC_f1zTS RAIL 1 112" D. Hand raileach side O / of stair or ramp w/o clear 1 112" - between rail and all. O O STAIR DETAIL BELOW i� j o I 0 0 i �I D 0 O mm E PA4 SW 3p-p 3v O 25�O 19-0 _ -10 14; 0 EX, BLDG, o_j EPrk7 o \� O N O LAC� o n O 0 0 o 0 I N o MINIMUM FINISHED FLOOR ELEVATION SHALL BE 18" ABOVE CROWN OF ROAD ,l OR HIGHER AS MAY BE NECESSARY IN ORDER TO MEET FLOOD ZONE AND 0. 0 OR HEALTH DEPT REQUIREMENTS. liVAREHOUSE MIIIIII ALTMI , M I p C -i F\ I57EEL COLT' INTERIOR COL, O[j'TL/7E5 ur, I' 4" /I- 4D - 8" 12' 8° 12'- B" l2' _B 0 MO O fAlr) 0 I" 80'- 0 SW FLOOR PLAN 1116r-o L, RAIL a - I R A4 1_ 0 0 Q a Sr LL (Iz) FFLocfTrl> l FA1.15 .0 ., - 2.5 - 0 251- 25 � - 0. An'_ n I 71;'_ n 38"H. HADRAIL- ---�— GUARDRAIL OF BRONZE COLOR AL. - COREDRILL 4" CONC. SLAB AND GROUT IN ` FORM 1" PAST, BLOCK EDGE 1 1/2" D. Hand raileach side ED/SPLIT � of. stair or ramp w/a clear 1 1/2" _ 's FAC FACEBLK-SAW between rail and wall. N) CUTONTHE - - - ANGLE 1:12 ON THE TOP #4 BAR IN FILLED CELL I 8' o OC MAX F2 FTG SEE -� -" FND PLAN —_A� _ HC RAMP jv = v-o '0 BRIT METAL_... WALL PNL FND WALL _ SEE FND PLAN I:IZ. SLAPff. hAq� 1 6X6X[6/IOIMNf� I I I I Fl Iej to Ly 1:04002 SEF_ PAGE A3 FOR- ENLARGED PLAN WMITammom q_ B C L _ FFE ---J4r- -- ---='-----_-- '� � _ 3aoo PSL Pou�r_D •' 111I=jIIIla = Ppr�c2GTE w/��cro/ro p — W,wr1� 01� ,00�"✓APoTZ SA.Xelcc o/�— .,,.I'aoSlu� � � 211�EI11 corlP�cT�� Frc.� v4 BA!'S Is IZ"o,C. #F,4 Sae 13£-You p . F-2 FooTlra ce ,SEr- ' 1=our.>Gs�Tlo 1� `�t1Evu�E 4 4. M C H d Lu us �rLUc F4 AWdb O�y$ O •ll p A�G40 �SpE r�o T ^ �cEloN t e 0 O LL O H W W a m Q LL u. _ O c ow 0 Y op L' Q Q p n Q D in Z O. W 0 U c p� R,n NN W ^ a w C � LL L W a J 3 �fa�77 u ILA J �r � W d p I� U_ f%J ai LL' E m ;v3 ° n 0 J 4 \A ga o Or C) DRAWN M, pff CHECKED DATE 1Z- Z(o- 00 E 1y�pT SCALE DRAWING NUMBER 1 f gat#ll4 aN1G�D[#G3 L A 2 { l; 11', Fl 111115H SCHEDULE ROOM FLOOR BASE WALLS CEILING REMARKS WAREHOUSE EXP. CONC. NONE -VINYL EXP. STEEL -PAINTED DW EXP. STEEL 1/ I NYL )3451 AT Avv CLASSROOM CARPET-VCT VINYL PAINTED DW 2X2 ACOUSTIC 10'- 14' R-19 INSULATION ON CEILING OPEN OFFICE CARPET VINYL PAINTED DW 2X2 ACOUSTIC 10, FOYER — -- -- CLOSET MI CER. TILE CER. TILE PNT. DW/CER. TILE M2 M3 EXP. CONC. VINYL PAINTEDDW PAINTED DW 8' HIGH 2X6 JOIST 24" OC w/ SB" PLYWO. ON TOP W1 CER. TILE CER. TILE PNT, DW/CER. TILE 2X2 ACOUSTIC 10' R-19INSULATION ON CEILING W3 EXP. CONC. VINYL PAINTED DW PAINTEDDW B' HIGH 2X6 JOIST 24" OC wI518" PLYWD. ON TOP IDOOR SCHEDULE k EH � BUTLER MR-24 METAL ROOF BUTLER MR-24 METAL ROOF 1.5" VINYL FACED INS, 1.5" VINYL FACED INS, _ STEEL STRUCTURE STEEL STRUCTURE tV i ll F: TT^ R005 STRUCTURE DOOR 8 SIZE TYPE MATERIAL FRAME THRESHOLD NOTES J I 6-0 X 7-0 STOREFRONT AL. / GLASS ALUMINUM ALUMINUM PANIC DEVICE; AUTO) CLOSERS X--0 X TO FLUSH HOLLOW METAL STEEL SUPPLIED BY BUTLER W,PANIC DEVICE O SUPPLIED SY BUTLER WI STD- LOCKSET 4U 3-0 X 6'-8' SC WD, BIRCH PH 514 WOOD NA PUSHY uu— AUTO ;CLOSER 2'--8' X 6'-8' LEVER PRdVACY'LOCK O 3-0 X 6-8' FLUSH 1.5hr B' LAB. HOLLOW METAL STEEL LEVER LOCKSET, AUTO CLOSER (7) FLUSH SC WD, BIRCH PH 514 WOOD LEVER LOCKSET (") 6-0 X 6-8" LEV. LOCK ACTIVE SIDE LEFT RGT, BLANK O 10-0 X 10-0 ROLL UP INSULATED STEEL STEEL STD LOCKING HOWR. 10 { 12-0X 14-0 STEEL CHAIN DRIVE, STD. LOCK HDWR. 11 ( 6-0 X 6-8• FLUSH SC WD, BIRCH PH 514 WOOD PANIC DEV. EA. LEAF, VERT. ROD TO TOP NOTE ALL EXTERIOR DOOR HARDWARE WILL BE UNLOCKABLE WITH A THUMB I unly EXTERIOR OPENING WIND LOAD INFORMATION DEVICE OR A PANIC PUSH DEVICE ONLY, WINDOW SCHEDULE DOOR 1- KAWNEER SERIES 190 DOOR WITH TRIFAB 450 FRAME -- - - - ANCHOR W1,144"X 3"14y00D SCREWS 6" FROM EA. CORNER AND \ D P A4 M A ILK TYPE 16" OC IN THE FIELD INTO DBL. 2X8 FRAME. - DESIGN WIND NORANDEX AWNING 14'X 141/2'- (1) #10 X 2" WOOD PRESSURES = 42PSF 5-0 4-0 (D SCREW ON ALL (4) SIDES INTO 2)(8 FRAME- DESIGN DOOR 2&3- STEELCRAF , 20 INSTALLED AS PER MNFG. STAIR OETAI S L _ WIND PRESSURES = 45PSF DETAILS INTO BUTLER ' EEL u§TRUCTURE- DESIGN WIND P, A 2 PRESSURE +801-65 PSF Rr" 1/2" p: nand rail, each aide DOOR 9&10- TO BE BYA TA DOOR CORP. #233 WINDLOCK of tair or tap w/a clear 1 1/2" BOLT DOOR TRACK TO TEEL JAMB$ 24"OC W/ X" CARR. ewerail and wall. BOLTS PLUS ONE EXTRA BOLTAT EA. END. WIND DESIGN 1, 41 PRESSURE = 42.5PSF 21'- 0 4--` �— - --—'--"WINDOW 1- NORANDO(, WNIIVG I4"X 141/2"- (1) #10 X 2" H WOOD SCREW ON ALL(-) SIDES INTO 2X8 FRAME- DEF;IGN WIND PRESSURE = 45PSFC .�'RAM . P10 GL• in I -P t\ STEEL FRAME BEYOND BUTLER BRII METAL WALL O �R-19 INS. ON 2X2 AC. _N 'v =Q W'DRYWALL t 3.5" STEEL STUDS 16" OC R-II INS. -- DW WRAPPED COL BEYOND STEEL STRUCTURE FLOOR AND FND. WALL SEE FND. PLAN N 2X2 AC. "DRYWALL 3.5" STEEL STUDS 25ga 14'" OC TYP. ALL PART. LESS THAN 15' HIGH FLOOR SEE FND. PLAN 1 r n- r 1�/ u_ Ir O S C�TION C J12 l -o SECTION� I �DN DN I I i FOYER -o� CLOSET WC 0 0 -�, .0 KNOX BOX 0 Q M I O o W/ o ;�f a [ . 0 0 (2)AB0VE GROUND AUTO LIFTS 0 M RA3 1 8 FIREWALL Design F�N�U419 Non Bearing Wall Ratings-1 2,, or 4 Hr (See Items 3 & 4) =R MR-24 METAL ROOF 4 For Number Layers 'NYL FACED INS, and Hourly Iattivas See Item 4 'STRUCTURE } -? DW TO UNDERSIDE 3 2 °TAL ROOF PANEL 7 APPROOVED FIRE CAULK d 1. Floor and Ceiling Runners —(Not shown) -Channel shaped, fabricated from min 25 MSG corrosion -protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 20 2. Steel Studs —Channel shaped, fabricated from min ZTMSG corrosion- NS. ON 2X2 AC. protected steel, min width as indicated under Item 4, min 1-1/4 in. Flanges and 1/4 in. return, spaced a max oft6 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3• Batts and Blankets`—( Required as indicated under Item 4)-116Kral 3wldbatts, friction Nttedd between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets' •—Ptaced in stud cavities,* glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4. Wallboard, Gypsum' —Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent Layen (multilayer systems) staggered one stud cavity. Horizontal edge joints and horizontal butt joints on opposite sides of studs staggered a min of 12 in. Horizontal edge joints and horizontal butt ]•oints in adjacent layers (multilayer systems) staggered a min of 12 In. The thickness and number of layers for the 1 by 2 hr, 3 hr and 4 hr - ratings are as follows: Wallboard Protection on Each Side of Wall No. Of Layen Min Thickness Min Stud And Thickness Of Insulation Rating Depth Of Panels (Item 3) 1 3-1/2 ' 1 layer, 5/8 in. thick Optional 1 f IF 2-1/2 I layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 in. thick Optional 21`l*A-- layers, 2 5/8 in. thick Optional IYERS &B" DRYWALL 2 3.1/2 1 layer, 3/4 in. thick in. 3 1-5/8 3 layers, 112 in. thick Optional IDE OF 5.5" 20ga STEEL 3 1.5/8 2 layers, 3/4 in. thick Optional �$ I D " OC SEE LI419 TO 3 1-5/8 3 layers, 5/8 in. thick Optional 4 7-5/8 4 layers, 5/8 in. thick Optional RIGHT -TYP. FIREWALL 4 1.5/8 4 layers, 1/2 in. thick Optional 4 2.1/2 2 layers, 3/4 in. thick 2 in. 5. Fasteners -(Not shown) -Type S or S-12 self -drilling, self -tapping steel INS. screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer systems: 1 in, long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels a tied horizontally, or 12 in. OC when panels are applied vertcally. wo aye, systems: First layer- 1 in, long for 1/2 and 5/8 in. thick. panels or 1-1/4 in, long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. tong for 3/4 thick panels, spaced 16 in. OC with screws offset 8 in, from first la r e- yer systems: First layer- 1 in. long for 112 in., 5/8. in, t ic panels, spaced 24 in. OC. Second layer- 1-5/8 in, tong for 1/2 in., in. )R FND. 5/8 j thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5//8 In. thick panels or 2-5/8 in. long for 5/8 in: thick 12 in, PLAN panels, spaced OC. Screws offset min 6 in. from layer below,. Four -Layer. systems: First Layer. 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 In. OC. Third layer- 2-1/4 in. long for 112 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced. .. 12 in. OC. Screws offset min 6 in. from layer below. U�-Funtrt hannels—(Optional, not shown, for stogie or pie-iayef- 5ystems)—a channels fob • min 25 MSG corrosion -protected steel, s a max of 24 in. OC Flange portion atta intersecting stu vn T pe 5-12 s eel screws. ^ T/ ON A / rr ' T, Joint Tape and Compound —Vinyl or casein, dry or premixed joint SEl/J, Op- I _ D compound applied in two coats Joints and screw heads of outer layers.Paper tape, nom 2 in, wide, embea dded in first layer of compound over all „ joints o outer panels. 36 min -r 54 min 12 min 12 min 42 min TOILET — i -A. ER f0 Ci c � 17-19 I �� Iq (a) (b) BACK WALL SIDE WALL "HC" DETAILS N.T.s. OFEN, OFFICE THESE PLANS AND ALL PROPOSED p, ARE SUBJECT TO ANY CORRECTit, REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. -1 M2 O 2 HR RREWALL DARKENED SEE ABOVE APA3 N TOE CLEARANCE 8 max KNEE DEPTH CLEARANCE 8 min 17 min Fig 31 Lavatory Clearances 'DI.M'7VSFixI T NE EX ST LU COLS GOL,S ftuw D oUvTr•$ DtA." REbgYRC p 02V raRAO�ANN,ON CWILLT EKLpg Ui BE'KADE O'YJOBH O 6} I ® WC - W W,IT2 3 .1 p r , n �7 o� ,Cri 4 IO G. �D 4 V 0. 1-10 . LI HW O STEEL COL,TYR 9.0 6_0 ) 3 ^� ❑ D DRYWALL WRAPED STAIR DETAIL N Y�/ C H� / O 4) 11J c' Go r H C ® I P AZ 2 v1 %t /rn O m �✓ I 9 2 i r, I 17� 0 C ja h Ile Z°� DRAMP 6,1 _ VA uIIG (. RAMP a r 4n - r, 0 � ,. 66 2 �� , 93- 0 3 8 5-O 5-4" I —6n 6 Il-O © pl (0 1' 0 8-0 12'-O �t 0 I-0 IP, 6" - 13=0 — STEEL COL. EW - s 0 L r' 0 - 25 — - 25= 0 < 24 r- 0STEEL EX B( G. 5 - — - G L. 2 0 ��._ _._._ I — -- -EVY jn 2S� O MM FLOOR R PLA N 1 0V = G i Q f' fx 0 J U. 0 W M W _W 0. W o co a 0 (r .4 _o U_ J Q 0 M Z Iws 0 0 ® W P �, �J U � ael I{ i 0W t m a m G N N to W 3 U U W a 3 J W a tam m a E m4 u) N g N If I gq UJ - L l DRAWN M CHECKED i DATE 17 - 7( - 00 SCALE DRAWING NUMBER �Glf#�4 GINJ�ID�G3 l I MR-24 ROOF fL PURLIN IINYL FACED INS. ER STEEL COL & BEAM VOND) LER GABLE TRIM ?6ga. WALL PANELS :H WHITE COLOR STEEL GIRT STEEL ANGLE #5 BAR IN CONC. FILLED FHA BLK, CONTINUOUS 4' CONC. SLAB, SEE FND. SCHEDULE 12'X 12' COL BLK PED. SEE FND. SCHEDULE (BEYOND) 8' SPLIT FACED BLK #5 BAR IN CONC. FILLED CELL 6'-0 O.C. MAX. HOOK BAR INTO THE SLAB 5'-0 LONG MIN. F-1 SEE FND. PLAN PAD FND. BEYOND SEE FND. PLAN SECTION 'D' Y2' r-o — 3.5 X 3.5 X Y4 STEEL ANGLE W1 %"X 6" ANCHORS 48" OC FFE / SLAB SEE FND PLAN Ile +�+ (1) #5 BAR CONT. I —FORM AND POUR THE TOP TI OF THE DOCK WALL-3000PSI CONC. I WI (1) #4 BAR 24" OC HORIZ. AND VERT -HOOK VERT BARS 48" INTO THE SLAB IX 20"DOCK BUMPERS W1 6" ANCHORS AT BOTTOM -WELD \ AT TOP TO ANGLE -FILL LAST (3) CS OF BLK SOLID SECTION 'DF" SECTION 'E' i" = r-o a i I I it i I ill .m 24ga. MR-24 ROOF STEEL PURLIN 1.5' VINYL FACED INS. BUTLER STEEL COL. & BEAM (BEYOND) BUTLER WIDE GUTTER WITH DOWNSPOUTS BRI126ga. WALL PANELS BIRCH WHITE COLOR STEEL GIRT STEEL ANGLE #5 BAR IN CONC. FILLED FHA BILK, CONTINUOUS 4' CONC. SLAB, SEE FND.SCHEDULE V 5 IWIRPIN 12'X 12" COL. BLK PED SEE FND. SCHEDULE (BEYOND) 9' SPLIT FACED BLK. 15 BAR IN CONC. FILLED CELL 6'-0 O.C. MAX. HOOK BAR INTO THE SLAB 5'-0 LONG MIN. �L.Yx�tlP(1•�II��� DAD FND. BEYOND SEE FND. PLAN SECTION 'F' i" = v-o 24ga. MR-24 ROOF STEEL PURLIN 1.5" VINYL FACED INS. BUTLER STEEL COL. & BEAM (BEYOND) BUTLER WIDE GUTTER WITH DOWNSPOUTS BRIl26ga. WALL PANELS BIRCH WHITE COLOR STEEL GIRT STEELANGLE #5 BAR IN CONC. FILLED 'H' BM. BLK, CONTINUOUS 8' SPLIT FACED BLK. #5 BAR IN CONC. FILLED CELL 6'-0 O.C. MAX. HOOK BAR TOP & BOTTOM. F-1 SEE FND. PLAN 4' CONC, SLAB SEE FND. PLAN PAD FND. BEYOND SEE FND. PLAN #5 LL4IRPI'1- IDI, EA, LE& BRIT 26ga WALL PANELS BIRCH WHITE COLOR STEEL GIRT 16ga STAINLESS ST. GUTTER W1 WELDED END LAPS AND (15) SS DROPS TO FIT —" 6" SCH. 40 PVC DOWNSPOUTS 1=I/jI �xiC3#x�,�rZil� 6" SCH, 40 PVC DOWNSPOUT 8" SCH. 40 PVC STUBB UP , 4" CONC. SLAB SEE FND PLAN PAD FND. SEE_ FND. PLAN 12" SCH 40 PVC STORMWATER —1 DRAIN PIPE SEE 1 PAGE A-2 SECTION 'G' EX BLDG. EX METAL ROOF AND STRUCTURE -WALL PANELS AND STEEL GIRTS ARE TO BE REMOVED c V m c C IW W Y � U 3 1112" STEEL PAINTED GUARDRAIL a THESE PLANS AU BLKACONTINUOUS ILLED'FHA' ARESU�E , 1 REQUIRED ELD RBI , m A 4" CONC. SLAB SEE �gYBE NE INSPECT IRS n FND PLAN C YIN OR 2 OMPLY WITH gPPL DER LECODES, ST. LIiCIE COUNTY REVIEWED FOR C B UT DING DTVI ON DAREVIEWED BY P' TE PLANS AND PER-11IT OR NO INSPECTION WILL BE hXEp ON TOE AN EM DR _ AWN CHECKED DATE �Z - z6-OD SECTION 'WF' i" = r-o SCALE DRAWING NUMBER WALL EDGE REG. FINISH BLK #5 BAR IN CONC. FILLED CELL 6'-0 O.C. MAX. HOOK BAR 5' MIN. INTO CONC. SLAB F-1 SEE FND PLAN MCI` MUM \\ A ` l a 24ga. MR-24 ROOF EH_ - STEEL PURLIN 1.5' VINYL FACED INS. • BUTLER STEEL COL & BEAM (BEYOND) — —_ �-BUTLER GABLE TRIM BR1126ga. WALL PANELS BIRCH WHITE COLOR " Cl- GIRT EEL ANGLE BAR IN CONC. FILLED HA BLK, CONTINUOUS CONC. SLAB, SEE ND. SCHEDULE 'X 12' COL BLK FED 'EE FND. SCHEDULE 9EYOND) SPLIT FACED BLK. BAR IN CONC. FILLED ;ELL 6'-0 O.C. MAX. LOOK BAR INTO THE 'LAB 5'-0 LONG MIN.- 2z' 4IN. TO SOIL 1 SEE FND. PLAN ID FND. BEYOND 'EE FND. PLAN SECTION 'D' i" = 1'-o ANCHOR BOLTDIA" & LAYOUT BY BUTLER MNFG. CO.. ALL BOLTS MIN. EMBEDMENT OF F 180W(1"BOTT. HOOK. — 4" CONC. SLAB SEE FND. SCHEDULE I, 12"X 12" COL. BLK. PED.--- - _ 11 - a1 SEE FND. SCHEDULE FILL W13000PSI CONC. h (4) #5 BARS -HOOK 12" IN 1 LPL PAD AND 1" INTO SLAB 1" COVER AT TOP & 2" I BOTT. COVER I I F5 OR F6 PAD -SEE FND. �` - I SCHEDULE I I I. Li SECTION 'H' r + l'-0 3.5 X I5 X Y4 STEEL ANGLE WI W X 6' ANCHORS 48" OC 1---ANCHORS / SLAB SEE FND PLAN \�(1) #5 BAR CONT. FORMAND POUR THE TOP 2'-8' OF THE DOCK WALL-3000PS1 CONC. W1(1) #4 BAR 240 OC HORIZ. AND VERT-HOOK VERT BARS 48" INTO THE SLAB �$J ION 20'DOCK BUMPERS W1 6" ANCHORS AT BOTTOM -WELD AT TOP TO ANGLE FILL LAST (3) CS OF BLK SOLID • SECTION `QF' "=1'-o _v SECTION 'E' i" = 1'-o I i TRVGkS 7 '^24ga. MR-24 ROOF STEEL PURLIN 1.5' VINYL FACED INS. r BUTLER STEEL COL & BEAM (BEYOND) BUTLER WIDE GUTTER WITH DOWNSPOUTS BRIT 26ga. WALL PANELS BIRCH WHITE COLOR STEEL GIRT STEEL ANGLE #5 BAR IN CONC. FILLED FHA BLK, CONTINUOUS 4' CONC, SLAB, SEE FND.SCHEDULE #5 14A.IRPIN ID'L_, E.a, Leg. 21" MIN: TO SOIL(TYP) 12'X 12' COL BLK PED. SEE FND. SCHEDULE (BEYOND) 8' SPLIT FACED BLK: #5 BAR IN CONC. FILLED CELL 6'-0 O.C. MAX. HOOK BAR INTO THE SLAB 5'-0 LONG MIN. 2 z" MIN, TO SOIL F-1 SEE FND. PLAN PAD FND. BEYOND SEE FND. PLAN ga. MR-24 ROOF EEL PURLIN i' VINYL FACED INS. ITLER STEEL COL. & BEAM 3EYOND) ITLER WIDE GUTTER ✓ITH DOWNSPOUTS Ill 26ga. WALL PANELS URCH WHITE COLOR -EEL GIRT -EEL ANGLE BAR IN CONC. FILLED T BM. BLK, CONTINUOUS W»►ryry-18;1121 BAR IN CONC. FILLED :ELL 6'-0 O.C. MAX. LOOK BAR TOP & 0TTOM. 1 SEE FND. PLAN CONC. SLAB SEE ND. PLAN 0 FND. BEYOND 'EE FND. PLAN '5 tla.lp'flw- 10L, EA. L-E& BRIT 269a WALL PANELS BIRCH WHITE COLOR STEEL GIRT 16ga STAINLESS ST. GUTTER W/ WELDED END LAPS AND (15) SS DROPS TO FIT 6" SCH. 40 PVC DOWNSPOUTS BUTLER STEEL COL — 6" SCH. 40 PVC DOWNSPOUT . 10 0 8" SCH. 40 PVC STUBB UP 4" CONC. SLAB SEE FND PLAN PAD FND. SEE FND. PLAN \ =W EX 13LD(,' EX METAL ROOF AND STRUCTURE -WALL PANELS AND STEEL GIRTS ARE TO BE REMOVED 12" SCH 40 PVC REI'lo% (X. LIG . r/ .�E STORMWATER p�UR U DRAINPIPE SEE PAGE A-2 i 6FFIGl; rx I I I � I i I EX SLAB. FND WALL hoOR I I i AND PAD FND Exlr b A I � _ � i• ti �AISL.ES 15W. TYP, (o'W p4m —`ter n � RACKS I R..x ....-. K f "OW R,'�l MAX TRI R * BA O Y a .,,k 3 .. - Y _ t ,� TRUCKS 49' "—.q a i f 3 AISLE AND RAC LAN 1" = 40.0' m NQTES:all doors are 3'-Ow. r '-Ow. SECTION 'F' i" = 1'-o SECTION `G' r = r-o Al 11 _ _ T HEW OFFICE __. -_"-.--- - - CI Ass CAPACITY OF MEANS OF EGRESS CALCULATIONS Roots Existing Office, 3080sf/100sf=31p/2=16px.2"=3.2" req.---48" provided i lNew Office, 4098sf/100sf=41p/2=21px.2"=4.2" req .-----+48" ;provided. 21px.3=6.3" req. 1481, provided {Classroom,4511sf/50sf=91p/2=46px.21'=9.2" req. i+48" provided. 46px.3"=13.8" req.---48" prov. !Warehouse, 135,952sf/300sf=453p/3=151px.2"=30.2" ,req.---+48" provided. 151px.3=46" req.--48" prov. r M LLi r Ili U. * c... A A • • NNNJ LL .> �. t co t3 to 0Ca 0 rJ U.Y 22,0 LANSAF A,� �'ROP ARESU�EC�,r � m ArQUIRED OANY OSED wp, CORRECTIONS �E� rNSPECiORS T m LL CDC ySARYINO W W &WTHALLAPPUCA RDERTO T BLE CODES. w W LU 1112" AL, PAINTED GUARDRAIL a � g in #5 BAR IN CONC. FILLED 'FHA' C4 BLK: CONTINUOUS m a Ui 11FND PLAN LAB SEE m o a a WALL EDGE VREG T N . FINISH BLK. Ci t�L -� AR IN CONC. FILLEDL 6'-0 O, C. MAXOK BAR 5' MIN, INTO O 0 © I CONC. SLAB 'd F-1 SEE FND P FFE I REVIEWED FOR C B LIANCE ILULNG IViSI DRAWN LOADI REVIEWED BY �. •, DATE M. PLANSAND PERMIT ST KEPT O JOB CHECKED ,00 �'- OR NO INSPECTION L BE MADE, 3 tN I DATE %Z Z6-00 SECTION 'VbIF' Y» = 1 -D SCALE DRAWING NUMBER SW WON A4 mmw i NOTE: SPRINKLER SYSTEM REQUIRED PER SBC TABLE 500 FOR STORAGE, ONE STORY, TYPE IV, UNPROTECTED, NOTE B, #7 STORAGE SBC 503.4.1. FRESH AIR 11 RHX24 �\" ^� !6„ 40X30 206GiM Sae crm HI 811 AH 2 2 X l0 8„ 9u -o p 81' 3DbcrM 301 \ 16 X ID ex/0 5� e„ ,�o 0 0 0 10 X 10 III 184rPM (4) TYR UIC SCHEDULES AND NOT98 HVAC Units shall be as schudled with minimum 10.0 SEER. Mount units with pan and float switch and drain. Provide fire dampers at all floor/wall/ceiling penetrations as may be required to maintain fire ratings of same - verify requirements (Pertains to all ductwork penetrations), especially thru floor penetrations. Provide single source power for ABU/Heat Strip with provision for individual disconnect at unit. Provide duplex 120 V w/p receptacle at unit. Install all Units to be completely accessible. Lable all AHU's and respective condensing units with plastic lables. Refer to Architectural Sections for ceiling height restrictions - all equipment and materials shall fit in the space provided. Make modifications as required to accomplish same. Registers/Grilles/Diffusers shall be Hetalaire or equal unless otherwise scheduled - all aluminum construction unless otherwise required to meet fire ratings. SAD's (supply air diffusers) shall be series 5000, H-2, S-4, D-5, of the sizes shown. S-1: one way; S-2: two way, etc. Unless otherwise noted, SAD's shall be 6" x 6" (up to 125 cfm); 9" x 9" (130 to 290 cfm); 18" x 18" for 300 cfm and larger. Exhaust registers shall be RUD. Provide exhaust registers on all ceiling openings to exhaust systems or intakes. Exhaust fans shall be greenheck or equal type SP with backdraft damper of the cfm's indicated at 0.25" SP. Run ductwork to w/p wall grille with 6" diameter duct minimum or equivalent. Refer to electrical lighting fixture schedules for cfm requirements. RAG's shall be type RH-TB. Provide 1" T/A filter at unit. Transfer grilles (TG) shall be thpe RH-TB, 18"x 18" unless otherwise noted. Provide condensate drain lines from each AHU run to landscape area at building exterior or to roof drain. Insulate all condensate drain lines if run within tenant space. Paint all VIC grilles/registers/diffusers white. Provide outside make up air for each unit - Set cfm at 25% or as noted. Provide volume damper at each connection to unit ductwork. Maintain minimum 10, separation from exhaust openings. Provide thermostat for each Unit - Honeywell, Trans or equal "On - Auto" fan and 'Heat/Cool" settings. Provide all new ductwork unless otherwise directed. Ductwork shall have all joints and seams sealed with approved tape applied with adhesive to make joints air tight. Ducts shall be reinforced foil faced 1-1/2" fiberglass insulation board (R-6 minimum). Flex duct shall be UL 181 Thermaflex or equal with foil back insulation. Provide spin -in connection with diverter and volume damper for each flex take -off from the main trunk ductwork. The Contractor shall furnish a complete matched -component HVAC system in accordance with these drawings, local codes, and the latest editions of NPPA 901 6 90B, ANSI 8-9.1 Mechanical Refrigeration, SHACNA, ASHRAE, and State of Florida Energy Efficiency Code for Building Construction - FLA - COH/97. The Contractor shall obtain all required permits and inspections from governing agencies and furnish a written guarantee that all work shall be free from defects in materials and workmanship for a period of one year from the date of equipment start up and final acceptance. Manufacturer's instructionp and guarantees shall be given to the owner. The Contractor shall be responsible for balancing the HVAC system to meet the criteria on the plans and shall return to the site to re -balance the HVAC system after occupancy to satisfy specific individual requirements. Provide firestats for unit shutdown for all units per mechanical and building code requirements for each unit. HVAC EQUIPMENT SCHEDULE CU #3 LENNOX (5) TON MODEL #12ACS 60 208-230 VOLT, SINGLE PHASE. MAX FUSE SIZE 60 AMPS AH #1. #3. #4 LENNOX (5) TON MODEL #CB30M-65 W1 10KW HEAT 208-230 VOLT SINGLE PHASE. MAX FUSE SIZE 60 AMPS CU #2 LENNOX (15) TON MODEL #LSA180 208-230 VOLT (3) PHASE MAX FUSE SIZE 80 AMPS fl1L2 LENNOX (15) TON MODEL #CBI 117-185 208-230 VOLT (3) PHASE W1 15KW HEAT. MAX FUSE SIZE 80 AMPS El COOK MODEL GC620 11"X 5" DISCHARGE TRANS. TO 8" ROUND FLEX WI RAIN CAP AT METAL WALL C`, COOK MODEL GC340 8 X 6 DISCHARGE TRANS. TO 6' ROUND FLEX W1 RAIN CAP AT METAL WALL 1= r00K MODEL GC120 6" ROUND DISCHARGE W1 6", OUND FLEX W1 RAIN CAP AT METAL WALL NOTE THE WAREHOUSE AREA WILL BE VENTILATED W1 (12) 48" DIA. WALL EXHAUST FANS RELOCATED FROM THE EXISTING WEST METAL WALL SEE PAGE El AH'S ARE HUNG FROM THE STEEL ROOF STRUC. WITH STEEL UNISTRUT OR ALL THREAD-(4) POINTS PER UNIT WITH NO MORE THAN (2) POINTS ON ANY ONE PURLIN. AH #2 WILL HAVE (2) EXTRA PURLIN FOR THIS PURPOSE. A/C CONTRACTOR WILL SUPPLY CONCRETE PADS FOR THE CU'S. OW U F � rc �W a U X a ° 0 m W a ° LL LL LL 0 N 0 a Q 0 fr O J U. O Ui it 4i Ui 0 C. WJ N lL O LL Y a �y� _zom I n h` QQ LL J a d ix LL p a ~ rn Q U n Z U �U 0 Ui V U .,l a m M anf; Um � � q C LL ui W a Ul U J 3 m J W E m 3a3 NOO .- c0 � C O1 N'a° F U_ (�D c) — lu � � o DRAWN M M. CHECKED DATE Iz- z(-00 WED FOR C REVIEWED B DRA ING NUMBER PLANS AND OR NO PERGII 4 INS CTION I1 E NII311(ulCl[#W OB i �I HVAC PLAN vs" = r-o �ff / MINION) M z I I IV qj7 L 5!"IT � 1 ue uc d9- 3" s td✓G Fp ti S. vie' u,c 4„ 31 . W 4. Go z" W ¢ `f a)o Fo i A'° To Ss j L 3,"vTt- \ Z" 2� t, aL 3"UTia e✓+c �V� u „ i L 3 Z" co ¢,. J .J ,• L vl c L QwG L ul1 L Zd 4 •` W G 4" rLI 69.._4--1 nts A4"To S$ PLUMBING FIXTURES: V� $a WC-1 A.S 2174.139, 1.6 GPF WITH CHURCH 9500 NSSC WHITE WITH BRASSCRAFT R1912 DL CP. WC-2 A.S. 2168.100, 1.5 GPF WITH CHURCH 9500 NSSC WHITE WITH BRASSCRAFT R1912 DL CP FOR HANDICAPPED USE. Q UR A.S. 6541.132, 1.5 GPF, WITH p SLOAN ROYAL 180-1.5 AND WITH ZURN FLOOR MOUNTED CHAIR O CARRIER. MOUNT AT HC HEIGHT. .J N. L-1 A.S O476.028 WITH GRID DRAIN AND WITH HERITAGE 5400.172V, W BRASSCRAFT R1912A CP, 1-1/411 ® U W CP P-TRAP, 17 GA. WITH C.O. W L-2 A.S. 0355.012 WITH HERITAGE 7400.172 AND CP GRID STRAINER. PROVIDE ZURN FLOOR Q LLL MOUNTED CHAIR CARRIER. INSULATE WASTE PIPING AS O (� REQUIRED. PROVIDE BC R1912A E-�. it CP AND 1-1/411 CP P-TRAP, 17 O 4 GA. WITH CO. O CD J IL S-1 JUST SL-2228-A-GR WITH Q Q HERITAGE 7400.172 WITH BASKET 4 STRAINER AND WITH BC R1912A Q LL C.P. AND WITH 1 1/211 C.P. O U P-TRAP, 17 GA. WITH C.O. �. p p FD ZURN ZN-415-8" B NICKEL BRONZE Z WITH TRAP PRIMER. p TP TRAP PRIMER PRECISION PR-500 WITH ASSE 1018 MARKING. PROVIDE ACCESS PANEL FOR TRAP LL) PRIMER. INSTALL CONCEALED IN ® U WALL. rl HB CENTRAL BRASS OR EQUAL #576 co LOOSE KEY WITH WATTS 8AC VACUUM BREAKER. EWC OASIS OEP8WM-EQ- HC AccF-561F.-F- (o � ONG,--- `p) O N ' IDN DN�"� 2HRFIREWA L L CLOSET j OARI<ENEDENEO ST. LitC it DqTX FD YER NEtb EXpp�'S''D� N - - - COLS co UASPE, O CLASSROOM OWN. OFFICE we o ^tp O T- - 0 ,L-i O O O O - FjWC Ewc = m O u� � (2)ABOVE 6ROUN0 C a � 9 I - `�l _ � - --_- _� _ � i O WI t AUTO LIFTS -' M� LL ` l W� �0�� L(EEti ( �n— O U �� LL O aD ip 1 `P 7 HC STEEL COL, TYR m _ g L � IO G, O DRYWALL WRAPED _ O 19 O O 6 O FI t ti HW RAMP RAMP I,-o 7Oj C7- O, 4 4 /a f-Lo" 3 - 8 5 - O 15 4 - 6° 1 I ! - 0 _ - ----- �-� — ----- --- - ----6612-- — ---- - ----- .... ----- - 8 5 0.:.n---*— TEFL (.. s'TEEL COL - . EW 25 - 0 _ 25�-D 25 0 _ 25'_ 0_ _._ _ _. l - EW S 25 O - - 25 0 25 - 0 E c'4 = O --- - �25L0 �}'tTO 4,S SEE Izls�(?,1# ( - -- PLUMBING FLOOR PLAN s: g nr m N bl C C LL ui w a a� tt, 3 �m 0. E %STY13° R co,, D or E ' �u,'Y WLLL BE h1ADF LLz_ b DRAWN TCHECKED lzKA DATE 17- - Z6 -Do SCALE DRAWING NUMBER WN0 Z (:�opr`-P_e, C(i� :�; fact ( r(t , I , I C'_ C4 1) I y �— IIMI CONCPE,E e10E I I PA8MN0 6Y bISA6LEb j �� PERIAIY ONLY ��• Sz5oP1Ne BLUF LIAAINt 1, /� 0uleul ItINn — "Nu S250 FINS HOP0 PA"KII113 " I� D2xV ES SITE N I - To -ISEi 'fZE 1-�oJ ff D a % v I TRv�cK��\G Co' Ir L1 - I N D SE7 N.&D. I I?o4V MANUFACT(A'RING IL Ld = IND �{ T7.3 11 151 CMP _( A" WDUSTRIAL AVENUE 31st SIR _ INDUSTRIAL AVENUE 3 fSt (8D' R/W) (24' PANED) I m w 1 wauAla ai J" ui ui ui m rt/Ie/ IPIe N Mom, ui rq m rn - L Kavn x" ui fD. 3'v3'C.M. �'• -� � to At --' x x to x It 0 Fu I 1 PARKING I8-SIACES I' to N I� 77 4- 7721 I K IINVI17.]I LPARKING 15-I ACE) — — —-- 9.1'--- — 140.51' LOT 14 A/c Gotar2Acrar _,,,a � LOT 13 — 3 � IL an,nll z LU IND e�ltl LOT 7 SPLIT LEVEL 20.xJ w 0 0 o EX. WAREHOUSE rn 00 z y IN X 88.9' W` i W z V qq'± 2e drive LO 0i 00 �4 d d i -F- w d o o lu v tv. m O 00 z L F F ,64 SS 36'R Rj��2loZoc�o i r . n �1`► ..I I ill . 1' �WAIER��m Location Mop r VALVE �— w t--✓i ?°ram ,�I , 10aEi—HYDRANT 25,03'10m" W ,i M ni 4` _ 183' (P) 183' (P) T — 40' I Vow. J I _ ^� t o cave. 101 C�Ti3t PREYFN�IER L E G A L DESCRI PTION I MI rri< 410Y/sWALE IIv. MA�AU�ACI(AR(MG car r- I p = 89,56,10" . 1 �y �i° P R = 25.00' BEGIN ALL OF LOTS 8 THRU 13 . BLOCK 3. AIRPORT INDUSTRIAL L = 39.24' BARK UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED 71 LOT 12 I �xlsl LOT 11 IN PLAT BOOK 12 PAGE 40 OF THE PUBLIC RECORDS OF ST. BLOCK 3 LUCIE COUNTY FLORIDA „ sss777777 BI NL' q/) �3 Mef& EX. OFFICE d j R` a, sus As/rsicM �° d -----sss'_ Sax I.DL �Aa x x 79.Ic 2b.47' I i I Lot 8 1429- 501-0032-000/1 (.0 11, 122 &413 14290501-003055000/2 37' nv4 34_ _ EX. WAREHOUSE 69,74' n S I EXISTING BUILDING ....... 59800 SF eftst - - COMMERCIAL BL EXISTING OFFICE AREA ...............3080 SF FFE^" EXISTING WiREHOUSE AREA....56,720 SF f 210.25, 1P,, s S 0'4T 0" (� 5 .13' M) 8 LOT 9 BLOCK 3 PROPOSED 88SF WHSE ADD'N ONE STY, 28'MAXMHT. -/774 'T- T- n o CONCEALED INTERIOR LOADING SPACES L "AI �ADI SI 0' 6f %0� LIS Fro.,.. I PsrDGa (Tae�� �j�' _— — --- +2-0'r�� APF- e><,+t )sty 1 be, vemwr4 f,� Pre�i .3Y 2eH Se,w�e Ina se g N 00'47'10" Vr wc. tl— --� •� N I u z — _ IL -J I G!.I = IND Site Data lip U) ' 3 Ta . U) Zoning .....,.... IL D Land Use ......... IND L _ o Iv ; Proposed Project - Building Extension for Cold Air Distributors of Florida INC. eglstl +1 0000 Lu nc P STER V) F '� Total Site Area .................. 317871 S.F. or 7.29 AC. b 1 Q Existing Buildings ................ 59800 S.F. or 18.81 $ Proposed Addition ................. 88875 S.P. or 27.96 $ Total Buildings 148675 S.P. or 46.77 $ Existing Paving ................... 54310 S.F. or 17.08 $ ^y q N Proposed Paving ................... 25900 S.F. or 8.15 $ l'-J'b I ! Total Paving ..................... 80210 S.F or 25.23 $ F A- S F o N v d r J 1— 0 "-AN1 ^ V1 LXt3 0o00C 10 0 � _ z xg m Total Impervious ................. 228885 S.F. or 72.00 $ - 150.15' 99.8' W 6 1 Total Pervious .......... . ... . ... . 88986 S.F. or 28.00 $ — — — — — — — — — — — — y '"• ,9 EX15T• ASP14AW w Koh dV 151755 SF actual floor Brea including existing 2nd floor (3o r,.- GAS- - - Parking Calculations i- __ 110 151755 S.F./1000 ..... 152 Spaces required 1350Spaces Provided ...... 152 Spaces BC Spaces .............. 6 Spaces required 00 HC Spaces .............. 7 Provided Loading Spaces Provided ........ 5 - C5' x 12' Development to commence immediately after approvals. tc,5Water ......... Existing City Water In I (8 �' - Sewer ......... Septic System 9EWNacs THERG A1ZE ti1p WATEIL, SEW6(z, l 1 ELECTR(G oR D-RA EAS6MEtATS t I:�T - N NI ON-r"t'S -P.=ol�R-ry. W Notes: I v � Zon1vY 9 - 11- Construction to Start March 2000 and End September 2000. a1 Ld = IND On ^O 6FF1 - W' Q � d C Property Owner .......... Cold Air Distributors � 3053 Industrial 31st St. h MAMA �FAe TRAP T1G, Ft. Pierce, FL 34946 0 DI (561)-466-3036 0 Z o G7 �� on Engineer ................ PAUL WELCH INC. ?_- e U- / �Z WINi1zP 00 1984 S.W. Biltmore St. Suite 114 p MEtF TZ In Port St. Lucie, FL 34984 la (561)-785-9888 4 LL 1 y � O surveyor ................. Allen E. Beck, INC. Q ro 11x' s' n' Cy1zt is 608 S.W. Bayshore Blvd. 5o'R I Port St. Lucie, Fl 34983 J It b0 , I (561)-340-1432 C3P I (D eY1st Utility Provided ........ Onsite Sewer �D . t I FPUA Water INDUSTRIAL 33RD STREET lad - — - - - - - - IooTR/W -- - - -ate— - - - AIRVORT SITE PLAN N F r) I Setbacks Required Prove DBy�DRGlj ` Front ................... 25' 3�.(6i SAND E CE ION A= 90'03'50" I Rear .................... 20' N/A O R = 25.00' Side .................... 20' 68.13' ECTION L = 39.30' Maximum Height ......... 50' 28' LB EkE p -- - - - —`— _ - Maximum Building Coverage @ 50 $ = 158935 S.P. or 3.64 AC. Building Coverage Provided = 148675 S.F. or 46,77 $ 1" = 40' swir Numama PAUL. WC1,01 INC. OF Mechanical • Electrical • Civil Engineering 1984 S.W. Biltmore St. Phone 3 1 Suite 114 (561) 765.9888 Port St. Lucie, FL 34984 Fax (561) 785-9933 i -r a ib;ryy�.s CS &7'''4's�fn' sLAN .6. R x• 1"OVED qo Y^ * • MNTY COMMISSION I � r , Of 6. t YkMM�. a a r — y � .e _7PROFESSIONAL LAND SURVEYORS 608 SW. BAYSHOREBLVD. qvi A N (4 fAc-T 14 F I N G. .Zan;ry IL I.0 ` = WD I It 151CMP s^ ( AKA MDDSTRIAI AVENUE 31.E STIR INDUSTRIAL AVENUE 316t m + ..SET N.&D 1 (80' R/W) (24' PAVED) WATER I I RE OPAb1aAMmbLEm PEPAI NIDRnNtNI NLr AIP A2/// otf00'471u/W 52-416-" M— � avu1E 25.03' t j/ // ` - $250 PII1E [ FD. 3-.Y C.M183• (P) ❑ wan. ,�w.,rrs:• _.._ , / I.. ep L 50&(e / I,� W.M.AOKOI le (P) 2T rn M iflP I , 1 CCN0. (O I /1 )S PflEl N1FH % X--'--h iE x x x x 1 -�.ilM I MANu�AGT(ARING BLUF � 1 I � h �• O`iX!.'C0.YC rS. nII II Yt}F. r'rlar/S(.Vf.1..E T Top 8:5)'10" -R = 25.00' PAKING I8—SPACES to 00 50.54L = 39.2' — FAAR,Ai IT � 9 T 11 nAn1 Est EC4S1- : (�! ........ •.... u.uw RLOT 12n 7 9k.14D' F m;u BLOCK 3 r m.im Iof z sxsurulP Li n M 5 MM PgRMNC 13-$PACESx x y�—I — — —9.—, — — — — — — -DP-kvEs SITE TO ---6 E �EM0JEC3 V r Dw�n J n (N J IND r ORI VE-WAY I OCATJONS E i 5- W I 1 M .max ..... 00 C4 PROPOSED 88875 SF WHSE ADD'N ONE STY, 28' MAX HT. CONCEALED INTERIOR LOADING SPACES W R 0 0 0) 0 00 c. Apt SPAS Ili (D 39.10 lo.o'a / LT9 Fro,... tJJ 9:v e,Fl+t I,+j I I w1.41 b td 9 +o I 6e. vemovcd Ll Sryn 2e N SwF \ e u Ica SES N 00'47'10" N� T e.6l. SS �L- ,5'IE / — — — ---- — J47- N W(no0C)NO.. & N N W I — — 7 € A Q� Location Map LEGAL D E C R I PTI ON Tax I.D. # Lot 8 1429- 501-00 2-000/1 Lot 9 & 10 1429-501-0033-000/8 bl� Lot 11 12 & 13 1429- 01-0035 000/2 J 40 _Q I 1.0 I N p Site Data � Z 0 1. ��+• 3 'O8 to � Zoning ......r... IL � U Land Use ......... IND 5 Q N $ f O p a Lo Iv Proposed Project - Building Extension for a ><,4t ey151:1 y a 00 Cold Air Distributors of Florida INC. t�, J RCIAL BLDG t5utAPuTE'R (n W sz"m» Total Site Area .................. 317871 S,F. or 7.29 AC. iLK I I p Existing Buildings ......... 59800 S.F. or 18.81 t IJ Proposed Addition ................. 88875 S.F. or 27.96 1 1) p /• Total Buildings148675 S.P. or 46.77 8 (� t5 Irr -I r Existing Paving ................... 54310 S.F. or 17.08 % W 2 /�? - �}• ('Proposed Paving 25900 S.F. or 8.15 % gy1 I X Total Paving ..................... 80210 S.F or 25.23 x 3 x m Total Impervious ........ I...... ty � ...228885 S.F. or 72.00 t _ — — — _ 9 — W — — — — — A I ! I _ Total Pervious 88986 S. F. or 28.00 t r 151755 SF actual floor area including existing 2nd floor 30 So Sp� r u — —,o, — Parking Calculations 1 • .) FD. 3'.Y C.M. i >X 1151755 S,F./1000 ..... 152 Spaces required r ! 1350 ra 1 st I Spaces Provided ... 152 Spaces '' i /015 9 DF j HC Spaces .............. 6 Spaces required HC Spaces .............. 7 Provided' OT RO f i j q Loading spaces Provided ........ 5- 0' x 12' Development to commence immediately after approvals. II Neater ......... Existing City Water S@wer ......... Septic System IIEW N __._._. I �F NOTE"- THERG RRE go WATHtL, SEW6FZ,GAS, d ELEGTRLG OR DRAItdAs1E 6ASEMEI,ITS 1 5T N (�I I i ON TN\S -PLO-4eC2T�/, •, s 4 LL1 , Notes: I� C > I 2�only el IL_Construction to Start March 2000 and End September 2000. I- fft q - QI L l IND Q b J Property Owner .....,.... Cold Air Distributors lawn — 3053 Industrial 31st St. I i MAN AFAccTL�PAl1G, Ft. Pierce, FL 34946 F„s/1 ^ (561)-466-3036 FA THESE PLANS AND A OMBOORK 9 v hI law P 10Engineer ........ . ....... PAUL WELCH INC. ARE SUBJECT TO A Y C11cl, Iw 1 ll(MEM FIELD SP M8'f�R 1n Port S.W. ucie, rePort St. tucie, FL 34GC4.YBENECESSA YIN (561)-785-9888 CO4UNAPLY�ALLA LICi �e'� a• 12' I Surveyor................ Allen E. Beck, INC. �a 1 eK1s t Isfy I I 608 S.W. Bayshore Blvd. ` �QC7 m+l. BLa�. I '•+.� t+ b� St. Lucie County Health Dept Port St. Lucie, Fl 34983 O rer>Vc /ed Iii Environmental Health Section (561)-340-1432 li5ite Plan Approved for Construction llt, U erlst Supercede gviaus S' a Tans for sT LtrC1E CbviNTs BL S Qate Provided ........ Onsite Sewer Fi ED FOR C �G DIVISION I ORB fewer: FPUA Water REVTEWEDB SCE DATPLAE.l ' OR .p IIANNND p T T BE KEP O Setbacks .. Required Provlded'SpECTION W BE 11ADE• NJOP Front .................. 25' 39.6' A= 90'03'50" 1 Rear .. ................ 20' N/A ,ss, R = 25.00' Side .................... 20' 68.13' i" , L 39.30 Maximum Height ......... 50' 28' s ss a � .. INDUSTRIAL 33RD STREET _ �R'� 100, R/Vy p� -- p�� — Maximum Building Coverage @ 50 1 = 158935 S.F. or 3.64 AC.(` r Building Coverage Provided = 148675 S.F. or 46.77 $ Ij MIN. SETBACK REQ. �, ` :�!I SWE r NLWM FRONT SIDES T- PAUL W>CLIC1I INC. s— I OF SITE PLAN f �. J Mecha,Acal• Electrical • Civil Engineering SITE 1 L} jV CNf "S#Ci@S _ CCN6ISTRL)CI' ICORPORATION 1984 S.W. Bi4more St. Phone J J k POST OFFICE BOX 181 " FT. PIERCE P4?1i 7 iT TCL.H t 1 0 '1 ' '� "' Suite 114 (561)785-9888 - Port St. Lucie, FL 34984 Fax (561) 785-9933 9 II 1 I' II i Ij i4 I LANDSCAPING NOTES: ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS OF FLORIDA #1 OR BETTER. TREES SHALL HAVE A 5' MIN. CROWN SPREAD, 121 MIN. HEIGHT, 5' MIN. CLEAR TRUNK, AND 2 1/2" MIN. CALIPER @ 4 1121 ABOVE GRADE. SHRUBS SHALL BE A MINIMUM OF 24" HIGH AT TIME OF PLANTING AND 30" HIGH WITHIN / YEAR , UNLESS OTHERWISE NOTED. A SUITABLE IRRIGATION SYSTEM SHALL BE INSTALLED AS TO MAINTAIN ALL LANDSCAPING WITH 1007 COVER. PLANT MATERIAL BAHIA SOD TYP, n — LIVE OAK — LAUREL OAK — DAHOON HOLLY — WAX MYRTLE — SLASH PINE — LIGUSTROM HEDGE 2'-6" O.C. TYP. 5 L. S. NOTES: Perimeter L S = 1159 L,F/ 30 = 39 Tree's Req'd = 39 Tree's Tree's Provided = 41 Tree's Interior L S 80,210 SF / 18 = 4,45E SF Int . LS TREES = 445G SF 180 = 24 REQ'D Int . TREESProvided = 24 ALL PEPPER TREES AND OTHER EXOTIC VEGETATION WILL BE REMOVED FROM SITE. ALL EXISTING LANDSCAPING WILL BE UPGRADED TO THE CURRENT CODE FOR HEIGHT, CALIPER, CLEAR TRUNK, CROWN SPREAD, SPECIES AND SPACEING AS DESCRIBED IN SECTION 7.09.00 OF THE ST. LUCIE CO. DEVELOPMENT CODE, SFTSFT N.@D I� I� i --.x—x — FD. 3"0" LOT 14 ecn m HEDGE IN THIS AREA WILL BE 4' HIGH AT PLANTING & — GROW TO 6' H. 18 MONTHS AFTER PLANTfNG _l AKA WUUSTRI L AVENUE 31n1 eTa — k INDUSTRIAL —AVENUE 31St. PREP' , t q NOT FOR C`: n � rd � I „LI 8 . 2 t .ANDS � F"' Y H¢ t SITE PLAN APPR0V.,E `' r SITE DATE y BOA COUNTY`CUMMISSION n. 4: E TI ., Chairma n a µ t y A 89'56'10" R 25.00' L = 39.24' Location L E G A I. D E S C R I P T I O N BEGIN ALL OF LOTS 8 THRU 13 BLOCK 3 AIRPORT INDISTRIAL EARK UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED ITN PLAT BOOK 12, PAGE 40 OF THE PUBLIC RECORDS OF ST 11LICIE COUNTY, FLORIDA, TAX I.D. # Lot 8 1429- 501-0032-00011 Lot 9 & 10 1429-501-0033-000/8 Lot 11,...12 & 13 1422-501-00 5-000/2 Site Data 4 Zoning ........- IL 0 N Land Use ........ IND J. Proposed Project - Building Extension for ~ r Cold Air Distributors of Florida INC. K W Total Site Area .................. 317871 S.F. or 7.29 AC. t m Existing Buildings ................ 59800 S.F, or 18,81 1 r- Proposed Addition ................. 88875 S.F. or 27.96 Total Buildings .................. 148675 S.F, or 46.77 r- Existing Paving ................... 54310 S,F. or 17.08 1 Proposed Paving ................... 25900 S.F. or 8.15 t 9.t�s�cn .r ,°. rk'� 'I 'vI, w�xxa lit ,,, r ..r rvr. ;: Il 10 SJ or 25. 23 t Ia erg....' ....,,. 224W S.F. or 72.00 I I ai P violin ......... 98986 S.F. or 28.00 t II L u } ST. LUCIE CO "AWEDP g OBUIIbINGDnISION v_ VMWED B LIANCE10 1DATE - PLANS AIVD PERMIT tt- OR NO bFB INSPECTION r L BE ODE: ONJOB a , FIAL 2 0 2000 'tLr, r Maximun Building Coverage @ 50 1 = 158935 S.F. or 3.64 AC. Building Coverage Provided = 148675 S.F. or 46,77 t k^� t PAUL WELCH INC. F 1` Mechanical • Electrical • Civil Engineering 1984 S.W. Blltmore St. Phone ,. Suite 114 (561)785-9888 Pon St. Lucie, FL 34984 Fax (561) 785-9933 of -1- N �^V In h LLJ 0 � o w 0 0 o�h~ C O O 0 0 cc w t" 00 00 V) 0 O U 0 Ln c a� E 0 O E 0 0 N 0 d 7 O r.. S-2 LAND PLAN PAVING, i �+ ®� r LINDA ® FLOORr 1116 SCALE FLOOR PLAN 118 SCALE SECTIONS r . PLUMBING E-2 ELEC. POWER DISTRIBUTION rfi^ ul I � A v lr • 3 QI k d { e; fit¢....... Sz LITCM COi ,d x RF a..1—' i -- mah YARlgllc mY DI$ADI ED Ponl. OPIIy S25m FINE ' PAOAUAiO1l0 PAlll OkiIII 42501,111E 14CP0 PARK1110 /VI A N (4 FACT Ll 1ZI N G3 4-07,I�y _ IL Ld = IND -( AKA NousmlA AVE 31Wc sm - k INDUSTRIAL AVENUE 31St: - _0 (80' RAW) ..4 (24' PAVED) I KAV ifQ N 11P LLVA L _ _—X — g 3"x3- C.M. ���yq X ---► X X X X / X X■ I vAgXmc 1,a-sJPFM LO N I� �p S. NK.17.]e E NWr17.00 IX NVr17.]0 _ PI RIONI 15-I ACE) lA'� — — — — — — LOT 14 A/C Co1r11tAcrol LOT 13 3 N on,wy IL I.0 IND eilsi. SPLIT LEVEL AN RED }D.A LOT 7 OT 8 r 3azw1S SITE 20 To �E ^/ J TtED'AoJffD /V drove ✓/✓ 11 ----- - / TRUCK��1G Co 70AV 1) IL A7y N I'll - 1 ND .Mwrelffs W O O P 0) m Z S 0 'vl 7 7.4 T- n CONCEALED RnERIOR LOADING SPACES 0(1 Alol W fh 5 SPP 1'Z %A a 'avb 10,C) N 1 e„1+t I'ty lI mil blAiivl 4 vemorad i 183• (P) ❑wM. - LOT 12 j M BLOCK 3 910 N,. ism—. x z 11 151 CMP WATER m N' -N/ IORE '_jyyyj-nvA E-J I 25.03' �y 183' (P) ^ SEE 40 PREKNIER MI y,�}cr'13nr/SWALE � I�`mP LOT 11 L 3 p SAN ♦ MINIICIE A/C _ _ ^� 79.14' d -----99.9'----- — .-. ro v WOOD SIBPS w l - - - 37' Q v 69.74' ( 1 Z L o EXISTING BUILDINGS ....... 59800 SF e 1st ` eylstl�y d ro < COMMERCIAL BLDG 1 ntPSTfR n 8 I x S '47' LOT 9 BLOCK 3 PROPOSED 68875 SF WHSE ADD'N ONE STY, 28' MAX HT. LTg fro. , Pal - t 20'----.-- ro 20 H �ljl IOaS� `bl,�a 1e N 00'4710' W .I. INDUSTRIAL 33RD STREET AIRPORT C, 'C$ -- - SITE PLAN 2 op is I� � � I X X LP------ tL 3 z I - -40� - � to. ro" C.M. i J � Izoo' GA." sST- I 5Z 15' DF AT 10 1 IT, PF 1 25` I Zoe 4 I s-r I � o � N N 4 W I Z QFFIC- QI I� II d Q i I s �I Z � o �i j I/wnvO�a 00 a I I N1EtER 1n r ro 11' 5' 12, �) I I 1e1'fst ►sLj , I rwtL.Bs-og. I" = 40' •rf Y'/104ed eY;,t A = 90'03'50" R = 25.00' L = 39.30' IL -... k q AarlX. A 1WXda� zZ ' Locution M43'p LEGAL DESCR I PTION MAIJUPAGTURI NCB 1*56'10" .00' BEGIN ALL OF LOTS 8 THRU 13 BLOCK 3 AIRPORT INDUSTRIAL 24' PARK UNIT ONE. ACCORDING ONE. ACCORDING TO THE PLAT THEREOF, AS RECORDED PLAT HOOK 12. PAGE 40. OF 12.PAGE 40.OF THE PUBLIC RECORDS OF STBOOK THE PUBLIC RECORDS OF ST. COUNTY, FLORIDA, LCIE 3x I.D. # L-at 8 1429- 501-0032-000/1 !&Qt 9 & 10 1429-501-0033-000/8 LQt 11. 12 & 13 1429-501-0035-000/2 L,11 IND Site Data Zoning ........... IL Land Use ......... IND Proposed Project - Building Extension for Cold Air Distributors of Florida INC. Total Site Area .................. 317871 S.F. or 7.29 AC. yr p Existing Buildings ................ 59800 S.F. or 18.81 $ J Proposed Addition ................. 88875 S.F. or 27.96 % Total Buildings ;r:.. 148675 S.F. or 46.77 $ r Existing Paving .............. 54310 S.F. or 17.08 % H Proposed Paving ................... 25900 S.F. or 8.15 % INC Total Paving ...................•. 80210 S.F or 25.23 % A- IU Z O Ld t r � � N m Total Impervious ................. 228885 S.F. or 72.00 $ Total Pervious .................. 88986 S.F. or 28.00 % 151755 SF actual floor area including existing 2nd floor Cad So �+ } Parking Calculations r 151755 S.F./1000 152 Spaces required Spaces Provided 152 Spaces BC Spaces ...... 6 Spaces required HC Spaces ............... 7 Provided Loading Spaces Provided ........ 6 - G5' x 12' 4 a Development to commence immediately after approvals. w t, 2 Water ......... Existing City Water - sAwer ........ Septic System NEW NoTC— T4AERG ARE No WATER, S6W6lZ,GAS 6LEC'T1tIC oR'DRAINAGIE 6ASEMEI.ITS "Y�"K-ot�-C2Ty. ON TNAS Notes: tom q - 1L Construction to Start March 2000 and End September 2000. L11 = IND MJ Property Owner ......... Cold Air Distributors 3053 Industrial 31st St. Ft. Pierce, FL 34946 MAti4uFACC(aS�.1N(n (561)-466-3036 Engineer ............ PAUL WELCH INC. 1984 S.W. Biltmore St. Suite 114 1 Port St. Lucie, FL 34984 �J 0 (561)-785-9888 ) �( Surveyor ................. Allen E. Beck, INC. 608 S.W. Bayshore Blvd. 11 4✓ Port St. Lucie, F1 34983 !� (561)-340-1432 Utility Provided ........ Onsite Sewer FPUA Water ST L� , REV�CiECp Setbacks .............. Required Pro!RvRti y C' �tv" 1 Front .......... 25' 39.1'gAStf81, Rear .............. 20' N/1�1$ N 9ND p OASPgCF Side .............. 20' 68113' S Maximum Height ......... 50 28 k� L - gE d�F ONjr0B Maximun Building Coverage @ 50 $ = 158935 S.F. or 3.64 AC. - Building Coverage Provided = 148675 S.F. or 46.77 $ PAU1, WELCH INC. - 4 Mechanical • Electrical • Civil Engineering 1984 S.W. Billmore St. Phone 88 Suite 114 (561) 785-9933 Pon St. Lucie, FL 34984 Fax (561) 785-99 .. ,; — — ( AKA INDUSTRIAL AVENUE met sTR _ _INDUSTRIAL AVENUE — 31St SET N.hD (80- RIW) (24' PAVED) I RAI YiQ N PONlN P0l[ •2YU/, �, EXIST: So1rcE slzvsN /// . N/ N/ /N /N /// /// /// ///�—ur K0.VA // /// 1" N /N — N 00'47'10 W_ 524.1 M „x �x PD. J'aJ' C M I 183'(P) }A WK W.. 114 to- I a/� I E C I ST 4' — .— LOT 14 i ft-rn,n 4 I LANDSCAPING NOTES: ALL PLANT MATERIALS SHALL CONFORM TO THE STANDARDS OF FLORIDA #1 OR BETTER, ` " 'X ' TREES SHALL HAVE A 5' MIN. CROWN SPREAD, 12' MIN. HEIGHT, 5' MIN. CLEAR "4 TRUNK, AND 2 1/211 MIN. CALIPER @ 4 1/21 ABOVE GRADE. SHRUBS SHALL BE A MINIMUM — — — OF 24" HIGH AT TIME OF PLANTING AND 30" HIGH WITHIN / YEAR , UNLESS OTHERWISE: NOTED. A SUITABLE IRRIGATION SYSTEM SHALL BE INSTALLED AS TO MAINTAIN ALL LOT LANDSCAPING WITH 1007 COVER, Ron c rE,cisrl K WELL PLANT MATERIAL BAHIA SOD TYP. 3RUSN I 4i' L PARIKING 18-SPACES ,• I I • eA.ROW B PREIiNIER - � 151 CMP I �w WATER -OVA i $I NYD-RE 25.03' SET 40 89'56'10" R = 25.00' I = IQ 94' Im d� . ml ( EX. LU t 11 t MS I LOT 12 I iv pr. 60 I I BLOCK 3 �• g SAN, nLM 1►•'}g K n.42 E v.-» u I L NV-Mm e s yj5s y 'jam /" E �y 14 NV..7T.'.N I I I +% W'•✓�I��� "'I / /_ STV5 SYSTEM PARKING 75-SPACE X .<. 20.4i \A /L' 1 �. _ _yyy _-- —_--- 99.9' — 79.1V tl — - _I — L / Y G•Y -- 9.1- 140.51' /Zi FA6. (1 � � (IJEW SACiL� vr000 STEPS avCONC. 5— — cV N LOT 13 C 8 i W 3i Q I Nt Sco�NP _ 34' NEW SAr$L.F_ (n x� r SPLIT LEVEL 69.74' o p i •j_ —`� N fiLffi27 z a n 0 Iv EXISTING Bi4II.D-rNGS ....... 59800 SF eCIA _ D0 COMMEkCIAL BLDG � Y � 0 0 8 Cn 00 I v 00 z 2 In I X �`< W 88.9' Lu 210.25' 150.15' W---__99.8'__--- a Lu S 00'47'10" % —., 549.13' (M)— �� --- - -- --- -- ----------- -- ED .r F Z L/ ` LOT 8 LOT 9 d 10 T BLOCK 3 4 UYVQ ( I yY1Y�, a HEDGE IN THIS � o V O — LIVE OAK AREA WILL BE o 4' HIGH AT PLANTING& m _ O — LAUREL OAK GROW TO 6' H. ' 18 MONTHS — DAHOON HOLLY AFTER PLANTING — WAX MYRTLE — SLASH PINE 0 01 0 _ LIGUSTROM HEDGE ' 2' 6" O.C. TYP. S z L. S. NOTES:; Perimeter L S = 1159 L,F/ 30 = 39 Tree's Req'd 39 Tree's Tree's Provided _ 41 Tree's Interior L S = 80,210 SF / 18 = 4456 SF Int . LS TREES = 445G SF 180 . _ = 24 REQ'D , Int. TREEsProvided = 24 ALL PEPPER TREES AND OTHER EXOTIC VEGETATION WILL BE REMOVED FROM SITE. ALL EXISTING LANDSCAPING WILL BE UPGRADED TO THE CURRENT CODE FOR HEIGHT, CALIPER, -— CLEAR TRUNK, CROWN SPREAD, SPECIES AND SPACEING AS DESCRIBED IN SECTION 7.09.00 OF THE ST. LUCIE CO. DEVELOPMENT CODE. c64 ss PROPOSED 88875 SF WHSE ADD'N ONE STY, 29' MAX HT. [1 z I ff1=FIGG /Vd J L OA PI IJ 6, I �/ I 5 sPPcrs I TF-K �( n I -- — 0 z I I 525.1 _INDUSTRIAL 33RD STREET _ — j LANDSCAPE SITE PLAN �� 1" = 40' 6L, / R =00'50" 5.% L = 39.30' Location Map L E G A L D E S C R I P T I 0 N BEGIN ALL OF LOTS 8 THRU 13 . BLOCK 3. AIRPORT INDUSTRIAL PARK UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 12 PAGE 40 OF THE PUBLIC RECORDS OF ST LUGIE COUNTY, FLORIDA, Tax I D. # LQt 8 1429- 501-0032-000/1 Lot 9 & 10 1429-501-0033-000/8 Lot 11 12 & 13 1429-501-0935-000/2 Site Data Zoning ..._ IL Land Use ..... IND Proposed Project - Building Extension for Cold Air Distributors of Florida INC. Total Site Area .................. 317871 S.F. or 7.29 AC. Existing Buildings ................ 59800 S.F. or 18.81 1 Proposed Addition ................. 88875 S.F. or 27.96 % Total Buildings 148675 S.F. or 46.77 1 Existing Paving . 54310 S.F. or 17.08 1 Proposed Paving .... 25900 S.F. or 8.15 1 Total Paving ... 80210 S.F or 25.23 1 Total Impervious ....... 228885 S.F. or 72.00 1 Total Pervious .................... 88986 S.F. or 28.00 1 r ST. Lvcm PAD$ Haximun Building Coverage @ 50 1 = 158935 S.F. or 3.64 AC. Building Coverage Provided = 148675 S.F. or 46.77 % I'AUI, WEI,CII INCOF Mechanical • Electrical • Civil Engineering _ 1984 S.W. Biltmore St. Phone Suite 114 (561)785-9888 Port St. Lucia, FL 34984 Fax (561) 785 9933 a w �n. PARkiND 8Y OISAW ED T'ERNIi Dt11T S2bo PINE PIPAINo 11 D"Amit PINNII $250 HHE 11CP0 PARKIIlp . zl Pti+INr, 5. yT1oN _ C 5i✓C"t IO N Pa •... .rat`Vd 1 ' I 'I`j. °m TOP VIEW • SINGLE PIPE lL E5a APPROVEDD aY END, , r •n. i .• • ••R r PAID FOR A9(PIPE TO of INCWD ONOER ONIT' PRIG E••"'^ ••E n. u'...awNr ' DRAIx PIPE CULV .FOR MITERED ENO SECTION) '•' x' ••'•..... CONC. MITERED END SECTION NTS 1' TYPE 9-1 JIL"HALT 6' LIMEROCE "BE COMPACT TO 98% AASHTO T-160 MAX DENSITY o' 87ABILIEED ... GRADE COMPACT TO 980 AASHTO T-100 MAX DENSITY TYPICAL PAVING DETAIL INTS KEY '- — -- EXISTING CONTOUR ELEV. LINE PROPOSED CONTOUR ELEV. LINE 9/ EXISTING SPOT ELEV. PROPOSED SPOT ELEV. DRAINAGE FLOW �J�--► SWALE DRAINAGE FLOW NOTE: MAINTENANCE OF THE STORM WATER MANAGEMENT SYSTEM IS THE RESPONSIBILITY OF THE OWNER. 3 151 CMP I ( AKA INOUS7RIAl. AVENUE 31a1 STR INDUSTRIALS AVENUE 31St (fs0' R/W) (24' PAVED) WATER ,q1, I� N/A/ /M N PIt 2058DxEN PttE /-///'-"-`-_/// �I M"FIRE ANTG GVO/4E I —J :x N/// 00'4T10' W '71' 524.16 M 2s.o3' _ FDJ'x3" CM 183• (P) ❑ 183' (P) SET_ — 40• � �3 I e7`Itit 4ww6 I.y Cf TOP I \/ INN CONE I PREKNIER� z" M z--Lz z z z x I MI g� oovc (I 4 0 = 89'56'10" PARKING 18-SPACES1'61 „ I �. I .p� �p� ,� R = 25.00' oo I w I I U I So.Pt4' I LOT 11 J L= 39.24' N I m Jn I LOT 12 x , BLOCK 3 rp. rp L NV.-17.]5 I •f. ♦ �4u.l l(aF E RV-17.38 d �E N NN.17.58 I I I I I BA/C SYS EM x x " _ L ------------ - M PARKING 15-SPACE `af, / • � `'1,;8 20 47' 79.14' d 99.9' I - - - - 9.1• - - - - 140.51' U3 I L v 'r _v Reap slfns EO LOT 14 < ON CCNC. — — I, cV •1 N FPE_¢Em LOT 13 Z e�,si I s�5 34� SPLIT LEVEL 69.74' N N- — j o p a — & N Rlrt i63a $ ( p z N n 3 o Iv D EXISTING BUILDINGS ....... 59800 SF a lst � 00 I � % - COMMEI''CIAL BLDG rn c#II W (1J FIRE, 0.28 0 8 a �E 03 z Z to - %A m6icl, �n I k ev,5t X R, —LL X 88_9' �'� I-L1 210.25' LU 180.13' 99.8'- 6.7FLO,, KnE S 00'47'10" F 549.13' (M) - -. J X __ E40' jD �." 3" C.M.LOT 7 8 LOT 9 r71Z/ 11YFIELD 1 SL<Is AT 10` 21 BLOCK 3 6" SCH. 40 PVC DRAINPIPE' FROM BLDG. DOWNSPOUTS L} ±- •4 --qo-- I I , 'L 20 I a TO THE INVERT OF THE - RETENTION SWALE. MITER I ZODG ti I }�.1T I`TT�j IJ 5 I delve SEPFIG �-' va./t 61 END TO MATCH SWALE. I -y .. 2 MIN. 12" COVERAGE TANIG N _ . a-rC� - - �' UNDER ASPHALT o I j11 (5) T-a- TNIs � SIDE R m -- -- --' i-l-r- N NI PROPOSED 88875 SF WHSE ADD/N ONE STY, 28' MAX HT. I v 3 FF EI-. 25,1� ------ S 6"SCH. 40 PVC DRAINPIPE (f lr FIGC 25•17 AIM NIP QI FROM HIM. DOWNSPOUTS S .. LOADIkI �I .�/ J TO THE INVERT OF THE w -�+r a RETENTION SWALE. MITER W I IL}:�PAGE4 I I ,,(,,,, •N�� END TO MATCH SWALE. �Ty MIN. 12" COVERAGE UNDER ASPHALT o G ZI Q.11(J� p 2a9 396 4.01 I1/ i'VGI D°io Z 21.0 `ZI.D 21.0 21 0 - 2Lo to —i1c17 6 )a S TM@ TJ 11@0 26,6 r .I 17 2D.p a1 ?mG tie - P I i.8 I N 00747"0" W�- 525.10' M e64ve„(aN t„ P F¢A¢S I S�oUu i7 DRIVF WAY EROSION AND SEDIMENT CONTROL* Contracto s responsible for providing erosion and sediment not O1 using the latest FOOT standards. Baled hay, str nd siltation barriers will be installed where needed t p event siltation of adjacent property, public right -of ny, we and waterways. These will.remain in place unt l grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property Ad waterway. B i8—'1 _INDUSTRIAL 33RD STREET PAVING &DRAINAGE SITE PLAN I" = 40' N A = 90'03'50" R = 25,00' L = 39.30' Fit Location v_._- LEGAL DESCRI PTIQ N BEGIN ALL OF LOTS 8 THRU 13 BLOCK 3 AIRPORT INDUSTRIAL PARK UNIT ONE ACCORDING TO THE PLAT THEREOF AS RECORDED b PLAT BOOK 12 PAGE 40 OF THE PUBLIC RECORDS OF ST T,UCIE COUNTY. FLORIDA. �212 I.D. # _Qt 8 1429- 501-0032-000/1 at 9 & 10 1429-501-0033-000/8 11 12 & 13 1429-501-0035-000/2 Site Data Zoning ......... IL Land Use ........ IND Proposed Project - Building Extension for Cold Air Distributors of Florida INC. Total Site Area .................. 317871 S.F. or 7.29 AC. Existing Buildings ................ 59800 S.F. or 18.81 1 Proposed Addition ................. 88875 S.F. or 27.96 1 Total Buildings .................. 148675 S.F. or 46.77 1 Existing Paving ................... 54310 S.F. or 17.08 1 Proposed Paving ................... 25900 S.F. or 8.15 1 Total Paving ..................... 80210 S.F or 25.23 1 Total Impervious ................ 228885 S.F. or 72.00 1 Total Pervious .................... 88986 S.F. or 28.00 1 Parking Calculations 151755 S.F./1000 ..... 152 Spaces required Spaces Provided ..... 152 Spaces HC Spaces .............. 6 Spaces required HC Spaces .............. 7 Provided Loading Spaces Provided ........ S - i5' x 12' Development to commence immediately after approvals. Water ......... Existing City Water Sewer ......... Septic System Notes: Construction to Start March 2000 and End September 2000. Property Owner .......... Cold Air Distributors 3053 Industrial 31st St. Ft. Pierce, FL 34946 (561)-466-3036 Engineer ................ PAUL WELCH INC. 1984 S.W. Biltmore St. Suite 114 Port St. Lucie, FL 34984 (561)-785-9888 Surveyor .............,... Allen E. Beck, INC. 608 S.W. Bayshore Blvd. Port St. Lucie, Fl 34983 (561)-340-1432 ' Utility Provided ........ Onsite Sewer NEII FPUA Water EX,STING, Setbacks ................ Required STI$ 00[ Front ................... 25' fEWED By Side .................... 20' at!D $ ""�- •41�'D Maximum Height ... PEl ' 50' (is, NOIlygPECT Maximun Building Coverage @ 50 1 = 158935 S.F. or 3.64 AC. Building Coverage Provided = 148675 S.F. or 46.77 1 PAUL WELCH INC. Mechanlcal • Electrical • Civil Engineering 1984 S.W. Biilmore St. Phone Suite 114 (561)785-9888 Port St. Lucie, FL 34984 Fax (561) 785-9933 R. all 'BE VNJVl I 'I 'BE VNJVl I 'I EX. CT DISC. A DISC. B DISC, C EX MAIN EX. MAIN PANEL A CABINET 200A 200A 200A 200A �OOA 200A CT' 3 PH. 3 PH. 3 PH. 3 P11 Ili 3 PH. 3 PH. METER 120/208 V. 1201208 V. 42 CIR MAIN LUG --- 1201208 V. @ 4/0 Cu grnd to / bldg steel, cwp & driven ground rod (3) 2" C each with (4) 4/0 THEN Cu Parallel ug elect service to power co xfmr 4 1 4/0, 1 6, 2.5" C each, i es 2.5'CONDUIT W1(4) 4V THH CU PANEL B PANEL C 200A 200A 3 PH. 3 PH, 42 CIR 42 CIR MAIN LUG MAIN LUG 1201208 V. — 1201208 V. III f®' 1 1 , i Mom OEM N■■1■■®® all.r. o■s■ H■'■■®� mommo�■■o■—MONSOON � ®■■■■�_® � WOMEN �®�■■■■®MESON ® moons ss■ssss�® ®s■s■ - ■■■o mssmo ■■■■��%i m■■m■■■■■■®®loll® m■1.mmI,- �■■■■® slm■�®lIi!■■■■■■�� mommoss�® . 1 ©�■lee A■■■���� �■o■■®® lossMEN ®® �■HiOMEN mNONE iu mss■m� ■sss®® m■omm— =■s■ss�® ®ss■®�®I®■o■■o�® ■■■E® 13MI■■■�® ■■■E�®MOORE■■■■■■■�®MEMO-- ®■■■■�®®■■■■■■■■■® mslos ssms ®.�■■■■■■�� � IILI ium�IMMOM II 0� Q 0 Q 0 0 Q 0 o _ _ Q { A 2A-1013C RATE" FIRE .X7; WILL BE INSTALLED EA. 75' OF TRAVEL. )!STANCE �.> C) 1 0 Qs o oe Ue 0 0 Q Q FUTURE SHELVING OUTLINE O� Q 0 I o[0 ❑ 0 O O 0 lJ ELEC_-LIGHTIN tl W X u 0 7. ' } ' TYP, SIGN I 75N0. - V-0 Q 0 0 0 0 0 O 0 0 0 N u 0 0 M 0 U Q 0 SEE P E3— _- u [Z PANEL, �„ TYPE. SQ. ' D MAINSI M, L.O. tI MAIN Bq •� BUS RA INS, 0aA dr ,ITE Sti Ot1NTING. 2.4 RECESS ,gl SUBPA[e VOLTAGEI 1¢a a KT. O D AM DESCRIPTION CKT NO P AMPS - DESCRIPTION 2 10 AN4 Iwkw - 2 2 46 GJ �5 t7 3 4 5 2 10. h"d IOkw 6 2 L6 7 a 9 2 46 AN11 141<w 10, 11 12 13 $ 60 A.a14 (16 kwi 14 .i So cJ IS •t l5 76 !7 a 19 20 21 22 23 I 24 25 96 2T 29 29 30 3! 32 34 j5 36. 37 30 39 40 4z " STZUCIE COIJN� Y Il FIRE DISTRICT ; E ' s. o REVIEWED FOR COMPLIANCE' a O AND SUBJUCT TO FINAL FIELD INSPECTIONS Cii -' ILL --,/DATE:✓ Ld W -— 4 f _w SEE ATTACHED REVISION SHEET OB 2400 Rhode Island Ave. Tel: (561) 462-2312 M � ®_ U- -:' 1,3ieree, FL 34950 Fax: (561) 462-2323 cc ELECT LOAD CALC'S PER NEC 220 ® Z ® Y � I O 0) I C EXISTING DEMAND ... @ 125 t ............ 95000 VA NEW VJ --� LL n -- ODIN ... WHSE ... 83875 SF @ 0.50 ., 41937 ® ®, Q OEE/CR 5000 SE @ 4 5 .. 22500 RRCPTIS ... 30 1180 VA ., 5400 Q LL_ ix A/C HEAT .........I ..................... 45000 EXT LTG ... ... I..... 10000 M1SC ............... .................. 5000 w.� < p _= Z 224837 VA \ ��"°yy� � — 224837 VA L aJ O 624 A NJ U 208 3 ® W Use 3 runs of 4/0 main service U 4.., j PANEL "A" LTG ... 83875 SP @ 0.5 VA ............... 41937 VA RECPT'S ... 30 @ 180 VA ................. 5400 EXI LTG ............. .... 5000 MISC.................................... 5000 57337 VA 57337 VA - rcra=e 159 A c m m o m 0 208 3 n � d Use zoo a MI!TE v m SD�ETOAANI'CO�SEDWp a W LL REQUIRED RyFIELD► RRECTiONS NAYSENEC NSPECTORS W a r PANEL "B" COMPty LL ARYIN ORDER TO r WITNALi APPLfCAELE CODES. 3 W a a a rn v LTG ••- 5000 SP @ 4.5 VA ................ 22500 VA a L 2EXT J LTG............................. 5000 m E u RISC .................................... 5000 g 3 32500 VA E 32500 VA LL = 91 A 208 3 (� Use 200 A Panel x ' Y j I Q PANEL NO A L W r A/C HEAT Cr VA U 450M VA ====_==_ = 125 A 208 3 ( DRAWN �I Use 200 A Panel — 1 - CHECKED C I �•¢�C4'C --... DATE '"i'� �J' �fi FLO�Or SCALE A� .Y1 p���•1 � .1lsOA��'i. �r ----DRAWING NUMBER .off KNox BOX BRIT 26ga WALL PANELS BIRCH WHITE EAST ELEV. 1116" = 1'-0 BRONZE AL. yi6" H/42 H HANDRAIUGUARDRAIL WIPICKETS 43/4" OC 4 BRII 26ga o 0 0 --- _- - - - — EX- - WALL PANELS - --''� BIRCH WHITE BRONZE AL. 36" H/42"H BLDG. - �HANDRA►UGUARDRAIL •.. - WIPICKETS 43/4" OC \ BRONZE AL. 36"H142'H -» _ HANDRAIUGUARDRAIL RIBBED/SPLI SOUTH ELEV. 1116 - 1-D W/PICKETS 43/4" OC FACED BLK GA/n IA/AI1 u � d EX. _ BRONZE AL. 36" 14142"H BLDG. / HANDRAIUGUARDRAIL W/PICKETS 43/4"OC �A NORTH ELEV. 11W = 1 '-D BRONZE AL. 36" H/42"H HANDRAIL/GUARDRAIL WIPICKETS 43/4" OC x 12 .5 r--- 0 WEST ELEV. 1116" = 1 '-D 0 EEX. F-444s F' TYP,. O 20' AFF n SEE P,EI� 0) o BRII 26ga WALL PANELS BIRCH WHITE RIBBED/SPLIT FACED BLK. FND. WALL ABOUT4' HIGH. x BRONZE AL. HANDRAIUGUARDRAIL W/ PICKETS 43/4" OC n o BRII 26ga 0 -_ WALL PANELS " BIRCH WHITE RIBBED/SPLIT— FACED BLK. FND. WALL ABOUT 4' HIGH. 0 BRIT 26ga WALL PANELS BIRCH WHITE \ BRONZE AL. 36" H/42"H 'HANDRAIL/GUARDRAIL W/PICKETS 43/4"OC RIBBED/SPLIT FACED BLK. FND. WALL ABOUT 4' HIGH. 0 `BRONZE AL. 36" H/42'H HANDRAIUGUARDRAIL WIPICKETS 43/4" OC d 0 O cf)J W MM W O u U F— w _W 4. W ~ LL OCn X X QQ d d p co -- Q a a z ,U O w U wJ V) I m c gam a � n r LL lj W i V� w J � W J � t LL � m d U J �c N a° DRAWN CHECKED DATE CEO SCALE DRAWING NUMBER gMM C1NJ oMm /- d 5 OI Mffl I LI�c:K dGr� — , 4b I I b I l o> 3-8" 5'-05'-4" J"8�-6" ]161"./1' /S/6R/ CpflD, - /10, ELEC. POWER DISTRIBUTION PLAN ie _ vo U-1 Ul none- VJ. �J- 66 - -- - — - 6 . 6 5 �3 J.,. ST LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMP U E REVIEWED BY DATE �ERMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL. BE MADE w�+ 0 IL Ll v _w Li. U. U U W. CC 8 ®Ll- n q Q 0 n z 6 �U w v C O M n � c m in � m m � G LL C W _ U U J W 3 � D aQ .x _ m � m m m a � E C m � .- m D y1 V J N � N V a m o � a CHECKED DATE I Z - Zfo - Oa SCALE DRAWING NUMBER MRV amruo� ll E2 LIGHT FIXTURE SCHEDULE `- I MARK MANUFACTURER LAMPS VOLTS' "IFOUNTING P CATALOG NUMBER NOTES A DAYBRITE 1- MH400 120 PENDANT EH0400MMT - HLA12CX06 = B 1 -MH400 EH0400MMTQ - HLA12CX06 EMERG. QUARTZ R.S. r (� 0 C WILLIAMS 4 - 32W1 8 GRID HE3GD244320C48S - 1E3320C PARABOLIC " ^' 50GS244320CRWKA-1E3320C STD. 2X4.125 LENS PAF " -- - ---, D EM LUXNET INC. WALL XLP S1 EMERGENCY EX ^ LED CEILINGANA// VA3RSA EXIT F EMCO 1 - 250MH 9" ARM ECA 181 QV25OMH277BRPAP WALL PACKS G THOMAS 2 - 60INC. 110 WALL SL181 BATH LIGHT - f _ p .. ._. __ JftC - J lommimmillswolmmillim min ST. LUa!,IE COUNTY BUILDING DIVISION REVIEWED FOR COMP A 1 Fi'1-IONE. REVIEWED BY + SD. DATE ND P RMIT B MUST BE KEPT ON JOB OR No INSPECTION WILL.BE MADE m M' a f Z ! • i r, �. - • f y r. F% • I C m C> O m O, L Of O� a m m n r- C 0 m U1 U C m X � LL uJ C W _ `% U O iuyrypX�y� .J W U 7 .C+ U d ] ZD W f n u N m = v v aL E m v u vi v c DRAWN I Z - 7-6 - 00 H fplf�—