Loading...
HomeMy WebLinkAboutBUILDING PLANSW"F• .ruFFs FeI�F�„ - - ���sn mac• ,,..,• ..rr. �.,•. �'�.�•. �..r H ,, ,�T�'°"k,.mro"I"'``. _�. '..,„ F *"s,• � � � 4 �" ' � w� `� k 1 r��IN�� ,u •`i 5 r� Rv � ` L iir � �.• �t� I 1 , S y for C A ItiF MIS �; ,114 .ti<��'. URVEYQR NOTES: r" J pI' kha pp3iu w k r04 u .9S a, , LOT 1, BLOCK P.B. 1, PG. 35 ylllyou +m PIN V,- `4'WO;eF x xr/Ir ulIrtA„75 w% S` 3 v ��•y ,{4 rAd I,�zY„9+ +its Ik`ttiE of _a /.-SOUTH LINE OF NORTH 500' N 89'59F 39" /1j1 SAN. MANHOLE j UTIL. sn6D g o o f a i I ja III a1 1 CONC.WO FENCE -i2' / A/C / �Op K.-�--- X 00 10.2, 64A0 3&0' 64,00' 30.1' w c0 UNPLATTED - M 1—STY BRICK I -STY BRICK BUILDING o BUILDING o 1 # 10690 g o o e # 10692 w >o (o c � a O O O O 64 OO' O —r— COV z r 159.95' (D&M) � — N 89'59'39 E n r� w I CP. 1� �0 FD. 4"x4" C.M. d t• Y C • v- \ v,\ U V 64, 00' o cov I I pp � QQ QQ rf Lam, It, I i 41 PARKING SPACES (INCL. I M.C.) I I I I I I I l I ® coN j — I 45 PARKING PACES II I S 89'59'39" W UNPLATTED ST, LUCIE GARDEN LOT 2, BLOCK 4 P.B. I, PG. 35 `tip 4 FROM THE NORTHEAST CORNER OF LOT 1, BLOCK 4, OF "ST. LUCIE GARDENS", AS RECORDED IN PLAT BOO LUCIE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAS ' FEET TG THE POINT OF BEGINNING: THENCE CONTINUE A DISTANCE OF 200 FEET; THENCE RUN WEST PARA.LI EAST RIGHT—OF—WAY LINE OF FEDERAL HIGHWAY I, T WAY LINE FOR A DISTANCE OF 76.17 FEET; THENCE E HEREIN CONVEYED FOR A DISTANCE OF 159.95 FEET' ` FEET TO THE NORTH LINE OF THE TRACT HEREIN 10 THE POINT OF BEGINNING. ALL BEING A IrI d1' T NTAINING 2.59 ACRES MORE OR LESS. TOGETHER WITH A 15 FOOT EASEMENT FOR AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE ABOVE DE.SCI, FOR A DISTANCE OF 144 FEET TO THE POINT OF BEC,. LINE OF THE ABOv4- DESCRIBED PROPERTY TO THE E HENCE SOUTHEASTERLY ALONG THE EAST RIGHT --OF EA"-T 41VG PARALLI_i., TO SAID SOUTH LINE TO THE E� . .,'. r.inn Tu AI l-1111 Coln CACT D4R'YRPPTY I INF A R 4 0 N CHAIN LINK FENCE , 515.87 �— — I I � 20' EASEMENT o I owl a l \ a 1 A/c A/c._.--- n;c 1 A c ENT 64.00' 30.0' 63.90' 30.0' 1-STY BRICK 1-STY BRICK —STY BRICK BUILDING BUILDING BUILDING # 10694 # 10696 > c # 10698 % O \✓ � � m D 64,00 64.00' 63 90 COY, Wv COV. wr I � I CONC. WALK rl — I- o I ' NT j QT_II �25 EASEMENT — I LlI 640.29' (M) I UNPLATTED N 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST AGE 35 OF THE PUBLIC RECORDS OF ST. OF SAID LOT 1 FOR A. DISTANCE OF 500 H ALONG SAID EAST LINE OF LOT 1, FOR THE NORTH LINE OF SAID LOT 1 TO THE NORTHWESTERLY ALONG SAID EAST RIGHT—OF— ARALLEL.TO THE SOUTH LINE OF THE TRACT E RUN NORTH AT A RIGHT ANGLE 132.64 THENCE EAST ALONG SAID NORTH LINE LUCIE COUNTY, FLORIDA. ;RESS MORE PARTICULARLY DESCRIBED PROPERTY, RLIN S(DUTH ALONG SAID EAST PROPER FY THENCE WEST AND PARALLEL 10 THE: SOUTH t`,�l GHT—OF WAY OF FEDERAL HIGHWAY U.S. 1; �dlFOR A DISTANCE OF 28.18 FEET; THENCE. d,'j IIA ✓I k I�' OPERTY OF ABOVE DESCRIBED PROPERTY ,;NN JCE OF_. T TO THE POINT OF BEGINNING. ar. r 1' R 3t '+ F NORTHEAST CORNER LOT 1, BLOCK 4 y a a I �ZZ 81 O O F N W 2 J r N I11 XPOINT OF FD 5/8" I.R. BEGINNING (BENT) /A ELECT 111.� PANEL I 15' ` SAN. O VAULT LIFT STATION a T � .-------_- N 65. 7' O S CV a 0 Q 10' EASEMENT Ld WM. ItC) WATEp ,,„� T N Q �a 7 8 Z F z O LL WATER VAL LE � PAIJT I POINT OF BEGINNING EASEMENT LF 5 FD 5/8" l.R. RLS 3t99 5 46'03'09" W - 0,61' I i , 2 Yya 'E ' ✓��4k r YI'S<" q 1 pM. Y ` 9` 4(,Ii 1X T", pomp WR ..�, v ,�'�. "yg V +Y•-, �(r i^'" A$ 1�,tRtV � V Al � Y F h` ra.r. >. �W L , ,r.,Fr u, 1' MA, n.•, m_, rci w, rat .d'7 „T k .�` s - ALLEN E. BECK, INC. SETS A STANDARD MARKER OF A 1/2" IRON ROD AND A CAP MARKED L8 6790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON SAID CORNER IS SHOWN AS = 0 AND FIELD SURVEYED ON 5-51-99 BASIS OF BEARINGS/ANGLES BEING THE SOU TH LINE OF NORTH 500 FEET OF LOT I ASSUMED AS SHOWN ABREVIATIONS' FO = FOUND + c • -///- OVERHEAD UTILITY (R) =RADIAL W.M. ❑ = WATER METER (C) = CALCULATED y.r1. 0 - POWER POLE (M) = MEASURED ,I U.P. ® - UTILITY PEDESTAL (0) = DEED DR DESCRIPTION 0 - WELL (UN-R) = UNREADABLE GO, - SATELLITE DISH IRON ROD & CAP 4DELTA CENTERLINE - DE LP. C. - IRON PIPE & CAP P.C. - POINT OF CURVATURE L - LENGTH P.T. POINT OF TANGENCY R - RADIUS P R.C. = POINT OF REVERSE CURVATURE N&D/T - NAIL AND DISC/TAB PC. C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY P.CP. = PERMAMENT CONTROL POINT ® - ELECTRIC TRANSFORMER D /U.E. DRAINAGE &/OR UTILITY EASEMENT = LIGHT E/P EDGE OF PAVEMENT ® - CATCH BASIN ALLEN 11 E. BECK, INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR AN'i EASEMENT, RIGHT-OF-WAY. SETBACKS. RESERVATION, RESTRICTION OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLI VISIBLE ON SITE, THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES. IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE APS, THIS PROPERTY LIES IN FLOOD ZONE % COMMUNITY PANEL N 1 0285 0295 F DATED 8-19-91 BASE ELEVATION N/A SCANNED BY St. Lucie County Z334 ' r BOUNDARY SURVEY CERTIFIED TO: REVISIONS Fox \ S /6 E L PAR TN ex3'm 1P R1vc,vx,DC Ngrv,.,AC BANK �F iLD/CIIDA, ,Ts $'uC[epY.ff qn+D/o2 Af9/GNs DON DETERMAN IN( ADD FORMBOARDS E$ 8-2-99 ADD FINAL TIE-IN eD 12-2.3 99 Apo c 13 ES N06 60 -- SURV£YQR S- CERTIFICATE ALLEN E. BECK, INC. I HEREBY yta'TLF+ T[; THE BEST OF MY BELIEF THAT THIS S},R.'L � -TRUt J, !O ACCURATE, AND THIS PROFESSIONAL LAND SURVEYORS SUR4 THE MINIMUM:. TECHNICAL STANDARDS 608 SW. BAYSHORE BLVD. FOR ;URVE`iNG AS RE? UHA2TER 51G17-6 OF THE PORT ST. LUCIE, FLORIDA 34983 F,A.r,. SU9, CT TD _j,L ATE' kNID NOTATIONS (561) 340-1432 LB 6790 SHOWN HEREly\ = 30' 99-4954 SCALE JOB NO _ ,SL-101 `" -- ALLEN F.B.F SURVEYOR NOTE = N 89'S9'39" E 159.95' (D&M) Z N -91 gyp: I`. T: 6 .�0 GC) \ FD, 4'a4' C II i'llij 1adlll;:;lr } 2,, (E I g ,5.:..1 a S M Fr, /R" LR_r oc Qc ' M ST. LUI. L LOT 1, BLOCK 4 / P.B. t, PG. 35 r1T � I MI fttf p 9 M.'Sc l I 11 I I '; II I `3pr Y 1 n 3i SOUTH LINE OF NORTH 500' N 89'59'39" L I I � I I I 30.0' 64.00' J Old :)y Jy YV UNPLATTED -STY BRICI' BUILDING # 26112 j q < V � w 64.00' LEGAL_ DESCkiPT!GN CONIC.F ST. LUCIE GARDENS LOT 2, BLOCK 4 P.B. 1, PG. 35 FROM THE NORTHEA` T CORNER OF LOT 1, BLOCK 4, Sf' OF "ST. LUCIE GARDENS", AS RECORDED IN PLAT BOOK LUCIE COUNTY, FLORIDA; RUN SOUTH ALONG THE EAST FEET TO THE POINT OF BEGINNING; THENCE CONTINUE A DISTANCE OF 200 FEET; THENCE RUN WEST PARALLE EAST RIGHT—OF—WAY LINE OF FEDERAL HIGHWAY 1, THE WAY LINE FOR A DISTANCE OF 76.17 FEET; THENCE EA HEREIN CONVEYED FOR A DISTANCE OF 159.95 FEET; Tl FEET TO THE NORTH LINE OF THE TRACT HEREIN CONY" TO THE POINT OF BEGINNING. ALL BEING AND LYING IN CONTAINING 2.59 ACRES MORE OR LESS. TOGETHER WITH A 25 FOOT EASEMENT FOR INGRESS ANL AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE ABOVE DESCRIBE FOR A DISTANCE OF 144 FEET TO THE POINT OF BEGIN' LINE OF THE ABOVE DESCRIBED PROPERTY TO THE EA' THENCE SOUTHEASTERLY ALONG THE EAST RIGHT—OF-1 EAST AND PARALLEL TO SAID SOUTH LINE TO THE EA" THENCE NORTH ALONG SAID EAST PROPERTY LINE A D 1�} Mr �� II�Y "III' ^ :'III t"�I•�•��I II _ V I a ¶[IrtI I' I Ill pl n 4p11�'16I,U^I t I "I! I dlil d I, z n �I;r%�e l'I�iplll'�rkl II II�11_.�1171.t Idi°',bs'i4."V' T 4 n � f�l � �k �, e6 I II I v dI, I'r� lrlltll ei '�Wv n a 'iIPIN d h R 14 `%Clr�?e v'll+Fll )I QjIt,lih, I I II III T I 64. 00' 30.0 ` -STY BRICK BUILDING # 26110 2D ENCHMARK FFE=15.60 V.G.V-D. '29 64,00, _ _ ONC. WALK NIT / 640,2 NOR`,. R i LOT O I n M I N o N V V N w a I J I I a w POINT OF FD =„0' R BEGINNING 5.87' M) I I ml I of ^ � � I I r- — — — — — — — — — — — — — — — — — — — _- -- - -- 63.90' � 159 T O N I FORMBOARDS ONLY N m AVG. EL. = 15.59 a 63-90` /25EASEMENT / I II IUNPLATTED II I 12, TOWNSHIP 37 SOUTH, RANGE 40 EAST AGE 35 OF THE PUBLIC RECORDS OF ST. OF SAID LOT 1 FOR A DISTANCE OF 500 ALONG SAID EAST LINE OF LOT 1, FOR THE NORTH LINE OF SAID LOT 1 TO THE NORTHWESTERLY ALONG SAID EAST RIGHT—OF— -RALLEL TO THE SOUTH LINE OF THE TRACT RUN NORTH AT A RIGHT ANGLE '132.64 THENCE EAST ALONG SAID NORTH LINE UCIE COUNTY, FLORIDA, LCRESS MORE PARTICULARLY DESCRIBED PROPERTY, RUN SOUTH ALONG SAID EAST PROPERTY LINE THENCE WEST AND PARALLEL TO THE SOUTH HT —OF —WAY OF FEDERAL HIGHWAY U.S. 1; OR A DISTANCE OF 28.18 FEET; THENCE `PERTY LINE OF ABOVE DESCRIBED PROPERTY', ;E OF 25 FEET TO THE POINT OF BEGINNING. 8 < Q Q 10 UJ n Q O Z O W V) _I POINT OF BEGINNING EASEMENT I, N 1 i5 FD 5/Bg R_ RLS 31g9 S 46'03'09" W 0.6!' ALLEN E. BECK. INC. SETS A STANOAPO MARKER OF A ',/2" IRON ROD AMC A CAP MARKED LB 6790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID CORNER IS SHOWN AS - • AMC) FIELD SURVEYED ON 5-51-99 BASIS OF BEARINGS/ANGLES BEING THE 50_UIN LINE OF NORTH 500 FEET OF LOT 1 ASSUMED A5 SHOWN. ABREVIATIONS'. FD, = FOUND -///- - OVERHEAt, JTILT, �R)) - RADIAL W.M. ❑ - WATER METER C) - CALCULATED 0 - POWER POLE 44M) - MEASURED U.P. 0 - UTILITY PEDESTAL (D) = DEED OR DESCRIPTION 0 - WELL (UN-R) - UNREADABLE C(� - SATELLITE DISH L R.C. - IRON ROD & CAP (L - CENTERLINE I. P.0 - IRON PIPE & CAP G = DELTA P.C. - POINT OF CURVATURE L - LENGTH P.T. - POINT OF TANGENCY R = RADIUS P.F.C. - POINT OF REVERSE CURVATURE N&D/T - NAIL AND DISC/TAB P.C.C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY P.C.P. - PERMANENT CONTROL POINT 22 - ELECTRIC TRANSFORMER. D /U.E. - DRAINAGE &/OR UTILITY' EASEMENT E/P - EDGE OF PAVEMENT ALLEN E. BECK, INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR AN, EASEMENT, RIGHT-OF-WAY, SETBACKS, RESERVATION, RESTRICTION ,OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALL, VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENIFIT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4 JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF THE PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS, ACCORDING TO THE FEDERAL EMERCENCi MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE MAPS, THIS PROPERTY LIES IN FLOOD ZONE. " % " COMMUNITY PANEL N_120285 0295 F _ .. _DATED 8-19-91 BASE ELEVATION N/A BOUNDARY SURVEY ;ERTIFIED TO: REMSIONS _ DON DETERMAN SUR YC?Ft ipBEST CERTIFICATE ALLEN E. BECK, INC. I HEREGk UF�'F,EY TU' HE': BEST OF MY BELIEF THAT THIS URV 7 IS TRUE ANiD' ACCURATE, AND THIS PROFESSIONAL LAND SURVEYORS SUR'4Y MEETS THE_MINLWM TF< HNICAL STANDARDS 608 SW. SAYSHORE BLVD. FOR SUAVFYTNG- As aPPZ HAPTER 61G17-6 OF THE PORT ST. LUCIE, FLORIDA 34983 F. A.0 su6.iEC�—Tn awL i+07E-5 AND NOTATIONS (561) 340-1432 LB 6790 SHOWN -!! REON SCALE 1 = 30 JOB NO 99-4954 rev' F J - s' ZS- 9F :LLEN E '3 ��'S"m Lr DATE F.B. SL-101 PAGE 53, 54 SITE DATA: 1. Construction Phasin : Buildinigs 1, 2.- and 3 wlli be cons ructed concurrently. Buildings 3 and 4 will commence as leasin willhed. All oon be scheduledgtogbeements completedewithinran eight month rk time allocation. 2. Existing Zoning: B-39 GMPLC - CG Site,'Information Tabulations: Gross acreage 2.50 acres. 1 3• Gross area o office complex = .47 acres. Five uuilldings at 4;096 sq. ft. each=.200480 sq. ft. Impervious Area: A. Parking, roads, sidewalks and patios = 1.13 acres. Total sq. footage = 4903t•B. Total of 1.60 acres, or 61% of gross project. 4. Parkin : Regular Spaces Handicapped Total Provided 85 8 93 5. Building Height: 16' 6. Finish Floor Elevation: To be determined by requirements of the South Florida Water Management District, Surface Water Management permit, or NationalFlood Insurance Pro er is eater. gram criteria, or St. Lucie county, C-- Plot Plan 1"=600EM Water by GDU ,I Septic- system permitted by SIC H. •- wwli�rl:�s35. .. eo:P S,�o hop&Ge{ ;; 164 T11�f-1 T f�1 30' Ex110'ri C. 5 r ' r pa Dv"iDE: ArcFf , :(I 2 72*0 MP. Existing 5- 4096 sq.ft. one s ory structures 7SIDES FRSICNRET.0 r 1\V1liJ♦ --- -- 1. All construction within the right-of-way of U.S. Highway No. 1 shall be in accordance with D.O.T. requirements and permits. All traffic regulatory signs and markings shall be furnished and installed by the developer. 3. Individual trash receptacles shall be provided at the rear f each unit. 0 ST. LUCIE COUNTY -FT. PIERCE FIRE DISTRICT VIVNED FOR C'OMP�3M- A AND tSF! R.IECT TO FINAL FiFLD L),, CTION 70HN YDf�V, _ By: Cor, Vialnco to: 1. N.F.PA. 101 2. Standard Building Code 3. State Fire Marshal Rules 4, Local Fire Codes r"F ATTA(MED DEPARTMENT WRITE UP: P.o. Fnx r30 TELEPHONE: (407) 462-2312 IT FIEEur-, FL 34950 FAX; (407) 462-2325 .I ' q9©ao 1 Landscape p Legend -., Sod area Cabbage Palm Ligustrum hedge ST: LUCIE COUNTY BUILDING DIVISION REVIEWED - FOR CO IN REVIEWED DATE _AS3 PLA14S A04D OERMIT M'JS I BE KEPT ON JOB OR NO INSPECTION WILL BE MADE PAUL WELCH INC. M*chanical • Electrical CLvil Engineering 1984 SW giltmore St. Phone Suite 114 (561) 785-9888 Port St. Lucie, Florida 34984 Fax (561) 785 - 9933 _. j INS REVISIONS ; 3/21 A /17 i 7-�" I II^�" 1 it l IZ-Z Z 8 IZ-2 let's a s sN I zs I o¢ HGtoea 16" ZS Wit V I o-' I_ M YI - N S - �0 ms 0 N -I �is H N ANU U n 4' 6 KA0 d eA6 ISwR, S 1214, W'1 DL? r 3g ve `d gSG, Q F.D • a 0 f.'D � ' 3. 'Q _Q) FJ-Qtt w/c6oSF - 4f, Pr, Fa in 'Kr HM Dt;f w�CtcS6t2 1 Ccoha./L I. - Zi1 t) 1 Hour, iL1E WaLL6 / Z4Alc SPr cE NM Der NMr V n 6H I Z5' 61 1- n n Stt ; Z5 3°G15 HN DR. S'N 1 Zs SH 125 5H 17_5 9H I L6 7 11.-ot' 71 �O /� `T' 71-cG l0 1 O ( -O IZ-O A' - FL 0 (0 K. Plrp. N S N Y h C N In tO f 1% _. 38 Grab Bar �915n to � 177) N II I in MI c I to NI toft(0CE KNEECLEARANCE8 min205 Fig 31 Lavatory Clearances 1z mi30 n 12 1370 305 12 min 5 305 42 min TOILET 1065 PAPER ..... t0 H ..,✓.......... .... H M a 17-19 � v1105 M W 430-485 r V BACK WALL SIDE WALL Grab Bars al All Closets Design No, U305 Bearing Wall Rating-1 HR Finish Rating —See Item 3. f 16'0. C. 16e O.C.—_I E V �1 2K4's firestoPped �� 1. Neilheatla—Expasetl ar eoveretl with joint compound, 2. Jointsc roe ed fi covered with fiber [ape end joint compound, except where 'so ulmd for Specific gtlge configuration. For tapemd, rountled-edge wallboard, joints severed with join[ compound or fiber tape entl joint compound. Ag an alternate, nom 3/32 In. thick gypsum him near plaster may be applied to the entire ..He,. of Classified veneer beaeboartl. Joints reln- forc.d. 3. Welibcertl. Gypsum'-5/8 in. thick wallboard paper or vinyl aurteced. with beveled, severe, or tapered edges. Wallboard nailed 7 in. O.C. with 6tl cement -coated nails 1. In. In. long, 0.0915 d shank diem and 1/4 in, them heads. When ..ad In widths of other than IB in., wallboard Is to be installed horizontally, Canadian r Gypsum in) Ltd. Types SCX, SHX, WRX Ifinish rating 26 min), Type C (finish rating . min). Celotex Corp. Type 1, Type SF3 (finish rating 20 min), Type A (finish rating 21 min), Type B (finish rating 20 mini, Type C Ifinish rating 21 min) or FRP. Domtar Gypsum —Type C (finish rating 26 min), Type 4 (finish rating 26 min), Type 6 (finish rating 26 min), Type 6, Type a (finish rAnng 23 mini or Type 9 (finish rat- ing 26 min). fie ate Gypsum Products —Types EGX-1, EGX.2, EGX-3 (finish rating 23 min.), Type EGX-I (finish rating 26 0 min.). min.). th"cola-POCific Corp„ Gypsum Div. Type GPFSI (finish rating 20 min), Type "— GPFS2 (finish rating 20 min), Type GPFS3 (finish rating 20 min), Type GPFS4 (tin- 2rating 20 mini, Type GPF56 (finish rating 26 min) or Type GPFS-C (finish rating PO Gold Bond Building Products —Type FSW (finish rating 20 min), Type FSW.G (finish rating 20 min), Type FSW2 (finish rating 24 min), Type FSW3 (finish rating 20 min). Type FSW4 (finish rating 20 min), Type FSK (finish rating 20 mint or FSK-G (finish rating 20 min). dames Hardie Gypsum —Type Fire X (finish rating 26 min), Type 111 .1 IV (finish rat- Ing 20 min), Types V, V1, VI1, VI-WG, VI ISH (finish rating 23 min). Pabco Gypsum —Type C, PG-2 (finish rating 20 min), PG-3 (finish rating 20 min), PG. 3W (finish rating 20 min), PG-4 (finish rsting 20 min), PG-6 (finish rating 23 min), PG-3WS (finish rating 20 min), PG-9 (finish rating 26 min) PG-C. ' Republic Gypsum Co. —Type RG-1 (finish rating 20 min), Type RG-2 (finish rating 20 min), Type RG-3 Ifinish rating 20 min) or Type AG-4 (finish rating 26 min), Type RG-6 (finish rating 20 min). Standard Gypsum Corp. Type SGCihM.h rating 20 min.), Type SGC-3(flnish rating 20 min.) or SGC-G(fimsh rating 20 min). Temple-Inland Forest Products Corp. —Types T (finish rating 20 min), VPS-Type T ffinish rating 20 min), WR-Type T (finish rating 20 min), Type T SHTG (finish rating 20 min), FRX-6, VPBX-6, FRWRX-6. Three River. Gypsum. Inc. Type 3113 (finish rating 20 min). U ittem States Gypsum Co. Type SCX (finish rating 26 min), Type C (finish rating D ) Type WRX fflnish rating 26 min), Type WRC Ifinish rating 26 min), Type (finish rating 23 min). Type IP-X1 (finish rating 26 min), Type FCV (finish rating 26 min). Type IP-X2 (finish rating 26 min), Type SHX (finish reting 26 min) or Type SHC (finish rating 26 min). Boral Gypsum Inc. Type DDNI (finish rating 20 min), Type DDG2 (finish rating 20 min), Type DDW3 (finish rating 20 min) or Type DDDG3 (finish rating 20 min). 4. Steel Corner Fastener° -{Optional) —For use at wail corners. Channel shaped, 2 in. long by 1 In. high on the back side with two 1/8 in. wide cleats protruding Into the 5/8 in. wide chan- nel, fabricated from 24 gauge lien, steel, Fasteners he and or cut edge (not applied only to [ along tapered edges) of the wallboard, no greater than 2 in. from corner of wallboardmax Per fastener spacing ne in. O.C. Nailed to ed'ecant stud through tab using one No. 6d cement- r, Corners of wall board shall be nailed to top and bottom plate using No.t , 6d hall ce- ment -coated hells. 5. Betts and Blankets'---IOptional, Not Shown) glass fiber or minaret wool insulation. Knauf Fiber Glass GmbH Mehvflle Sells Corp. Owens—Corning Fiberglas Corp. Untied States Gypsum Co. USG Interiors Inc. 'B.ering the UL Classification Marking. PAUL WELCH INC. Mechanical - Electrical a Civil Engineering 1984 SW Biltmore St. Phone Suite 114 (561) 785 - 9888 Port St. Lucie, Florida 34984 Fax (561) 785 - 9933 cc LU F— Z 11111 0 Q Ru Z �1V u �r �I ,F- L7�:- scams yt•, �•_ �,.. I PAUL WELCH INC. Mechanical • Electrical • CIA Engineering - 1984 S.W. Siltmore St. Phone Suite 114 (561) 785-9888 Port St. Lucie, FL 34984 Fax (561) 785-9933 �A. te� `Liu i.J C) Q1 e 1 �p 0 (n 1- , GApL>� EN D - KOOC~ INAA QCr, 'ZoQ�F_ O 8d tJAILS �c�01Cr PEP., G"C'e, F1F_Lp O SA FaAI Lj Ce"OI C, PEZ, iF t:oO,C, F 1 ELD O $d Ir 0,C, r1EL(j NOTE'. Sd tJA1Lj 6Ha.L_ i3E LLS ED yij ll?"COX Pl_Pw OaD lod 1zxt'tL.5 SHALL s>; usED w/ 518" e.ID'K PLtWDOD N0T1 Z5r-0j1 Or- _ rsCEATr_e MEAN >`oOF NEt Co 4FT SHALL HAVE, Sd iGtNG- SH atJk a aILS Foi; 1/2" COYC Pc t rtoo? a loa et1�C. SHAM Nr�tLS row 5/grrCDx PL�vtooD Asphalt shingles shall comply with ASTM D '225 or ASTM D 3462, and shall have factory -applied self -seal strips or be interlocking on underlayment felt complying with ASTM D 226, Type I or ASTM D 4869, Type I fastened. per Section 1504 of the 1997 Standard Building Code. F1BC.RCoLA6S oN Sou FELT OVEZ 518" COK FLYWC100 GHEA1141N-& ON Psr.-ENC.' woop TeuSSe� 2AB sue, FASCIta ?2o OIDE (L) Stn4PhaN MT5 1(c W/r4-t0d NAILS C8 F-A, TCLL65 ENl> -t9 ItJSLLLATlOU 5/S" FrcYw ALL CLG, Ot3L zx4 TOP PLATE 2)t4 FSLOCYKIIoCa ZX1D Ix'L Rbe. TeIM ALUM, DZIP EDCaMj FASCM,, SOFFIT 1/LI DR.`(WhLL 1:-11 INsucarloly 2XA bTupg (? Ito"0,0_, I/Lr1 GbX PLY v.J ooO 5"t-p-TH ILL w/c, rer-,0- $ o,C, FIEtP E HOuSE WzAP 3RIGK AI'G SPACs. aP--lCr 4Ep EEIL P,T, g OT c>M PLAT2 w/ I�Z IyI A,6, t° 2.1"o'C, F- I F ooTi KD Cc NOTE.', P2pJtp� 51MpSoti SP4 bo'F>"OM PLATE W/C. -t01( NAILS 0 �s 6„ 6C,Ck �ecEs�i 1-0 #24 �-o t/zttJi_; FOUNDATION NOTES: S-1 4" (2500 PSI) POURED CONCRETE SLAB WITH 6x6x10/10 WELDED WIRE MESH OR FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN, COMPACTED, TREATED SAND FILL. S-2 4" (2500 PSI) POURED CONCRETE SLAB TO BE 4" BELOW FINISH FLOOR WITH 6x6x10/10 WELDED WIRE MESH OR FIBERMESH REINFORCING ON .006" VAPOR BARRIER OVER CLEAN, COMPACTED, TREATED SAND FILL. F-1 18" DEEP x 18" WIDE MONOLITHIC FOOTING WITH 3 1 5 BARS CONTINUOUS. F-2 12" DEEP % 12" WIDE MONOLTHIC FOOTING WITH 1 # 5 BARS CONTINUOUS. I I F-I I P —J— 12,- o'I ff-% z ('-a I F-2 6-2 �I PAUL WELCH INC. Mechanical • Electrical • Civil Engineering 5 t T Y P I C,A L_ tiA4 S E- C. T t a tD f0jjNb/b.T'1C*N Pt✓AN 1984 SW Biltmore St. Phone Suite 114 (561) 785 - 9888 Port St. Lucie, Florida 34984 Fax (561) 785 - 9933 9 �8 `V; a e, I ,/4 11 A�7 A TRUSS STRAPPING SCHEDULE COMPANY: DON DETERMINE CONSTRUCTION JOB: SOUTHPORT MEDICAL CENTER MODEL: ----------------------------------------------------------------------------------------- TRUSS # STRAP TYPE & NUMBER OF STRAPS @ EA. BEARING # OF NAILS & TRUSS # STRAP UPLIFT SIZE OF NAILS ----------------------------------------------------------------------------------------- H1 HIS 16/1000# PROVIDE (4) STRAPS @ EACH BEARING 14 - 10d H1 --------------------------------------------- H2-H8 MIS 16/1000# PROVIDE (2) STRAPS @ EACH BEARING 14 - 10d H2-118 ----------------------------------------------------------------------------------------- H9-H11 HIS 16/1000# PROVIDE (3) STRAPS @ 1ST BEARING 14 - 10d H9-H11 HIS 16/1000# PROVIDE (2) STRAPS @ 2ND BEARING 14 - 10d - ALL HIP HIS - ------------------------------ 16/1000# PROVIDE (1) STRAP @ EACH BEARING 14 - 10d ALL HIP JACKS JACKS PAUL WELCH INC. Mechanical • Electrical • Civil Engineering 1984 SW Biltmore St. Phone Suite 114 (561) 785-9888 Port St. Lucie, Florida 34984 Fax (561) 785 - 9933 +. 1. > 1 J L 9 L L X ail iu ,�.� WG�II 4" ell 411 41I 4p ll FL II M Ci11-LC-I V 'S, r-- (Z h l S PLUMBING FIXTURES: WC A.S. 2168.100, 1.5 GPF WITH CHURCH 9500 NSSC WHITE WITH BRASSCRAFT R1912 DL CP FOR HANDICAPPED USE. L A.S. 0355.012 WITH HERITAGE 7400.172 AND CP GRID STRAINER. PROVIDE ZURN FLOOR MOUNTED CHAIR CARRIER. INSULATE WASTE PIPING AS REQUIRED. PROVIDE BC R1912A CP AND 1-1/4" CP P-TRAP, 17 GA. WITH CO. HB CENTRAL BRASS OR EQUAL 1576 LOOSE KEY WITH WATTS 8AC VACUUM BREAKER. HVAC SCHEDULES AND NOTES HVAC Units shall be Trane split system DX units, 10.0 SEER, with Heat Strip as indicated. Unit No. 1 shall be TTR030 with TWE030 with 5 KW heat strip, 208/220/1/60. Unit No. 2 shall be TTR030 with TWE302 with 5 KW heat strip, 208/220/1/60. Mount Units on Plenum land for return air. Provide fire dampers at all wall/ceiling penetrations as may be required to maintain fire ratings of same - verify requirements (Pertains to all ductwork penetrations). Provide single source power for AHU/Heat Strip with provision for individual disconnect 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 Metalaire or equal unless otherwise scheduled - all aluminum construction unless otherwise required to meet fire ratings. Support independently from ceiling system. SAD'S (supply air diffusers) shall be series 5000, M-2, S-4, D-5, of the sizes shown. S-1: one way; S-2: two way, etc. Provide other air patterns if shown on the plans. Unless otherwise noted, SAD'S shall 11" x 11". Exhaust registers shall be RHO. Provide exhaust registers on all ceiling openings to exhaust systems or intakes. RAG's (R-1) shall be type RHF - 24" x 241, provide 1" T/A filter. Provide condensate drain lines from each AHU run to landscape area at building exterior. Insulate all condensate drain lines above grade. Paint all HVAC grilles/registers/diffusers white. Exhaust fans shall be Greenheck or equal with BDD's, 120/l/60, of cfm's scheduled at 0.125" SP. Provide CRD fire damper. Provide outside make up air for each unit - Set cfm at 20% 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, Trane,or equal "On - Auto" fan and "Heat/Cool" settings. 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 matcbed-component HVAC system in accordance with these drawings, local codes, and the latest editions of NFPA 90A 6 90B, ANSI 8-9.1 Mechanical Refrigeration, SMACNA, ASHRAE, and State of Florida Energy Efficiency Code for Building Construction - FLA - COM/94. I 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 instructions and guarantees shall be given to the owner. The Contractor shall be responsible for balancing the RVAC 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. < ac GNIS q•j1•�o SS � O �V W � P►b M s-4 5-4 260 250 1 44 4'4 i5 ® q°a Is asp f {o to `F'fPICAL MGe- H Lk-T6L1T. �i 5 9 11 13 15 17 19 21 PANEL I l p PAT NSI 67MA.D. LIMAIN OR YPE1 SO. "O" oh 11E BUS It t1NGr ""A s IDUNTINGI R0CE55 11 SURFACE VOLTAGEi CKT OLE AMPS DESCRIPTION 140. LIME AMPS DESCRIPTION I to L'(h RCOVS 2- 4 6 2 o A/c cu 0_ 10 1 Z. S PAce 12 14 I 1 ' 16 5PA 69 ' 1 m 20 22 e(ect rNe't Z\r5 M81v\S I ,I I I 0- _Q -4 O . \ -o- - - 1 M 054 In; -r-G \ 14 / I'L ra P — Hviu a ', ago W P rQ° I/ 4L\r'�I W b� d/A / - _ -O- Oil$ _ b 3s o I F VZ 1 -T fpICA,L_ 5LEcT L.A'foul - _ .x :r"#I viIRlluW Tnouelw Ilse ti.. MLo dIJ L`(. O O O O O t W'y YLy I L I L r.r 31L 31 1441 1'1 m'�c e°cl.• F - C� �--# I/o9rr<1 to drwr.. 0. gend r.al641.4 Let { ew P TNwW I" S'Ic ', NPile GIIZOLI"V ELCC'r ArErJIc6 to reWeIc co. VF1Arz ! L L-E 6 T. I2I S T h is ELECTRICAL LOAD CALC'S PER NEC 220 Typical Space 1100 Si @ 4.5 VA 4950 VA A/C Heat .. .................. 5000 WH ............................ Mi s c 3000 .......................... 5000 Total ......................... 19450 VA 19450 VA -- - - -- - - -- - 81 Amps 240 ", �" • Use 180 Amp Service Mains 4096 SF @ 4.5 VA .............. 18432 VA A/C Heat ...................... 20000 WH ............................ 18000 Site L t g ...................... 2000 MisC .......................... 5000 Total ......................... 63432 VA 63432 VA ---------- - 264 Amps 240 Use 400 Amp Service l LIGHT FIXTURES A KIRLIN #RR90707-96-31 N6 2/QUAD 26 B KIRLIN #RR50703-31 -� ---—1LMH100ED17/COATED C FAN/LT COMBO 100 A/100 CFM D STONCO #GSWI8NFL 2/9WPL E LIGHTALARM UXAELR-L 1 LED UNIVERSAL EXIT Q F CA-2 PAUL WELCH INC. Mechanical • Electrical • Civil Engineering 1984 SW Hilbuore St. Phone Suite 114 (561) 785-9888 Port St. Lucie, Florida 34981 Fax (561) 785 - 9933 u v �� me6�i / eL66-r r/1 5CsLF- Y4 "t