The URL can be used to link to this page

Home My WebLink AboutMendoza Clinic & Office - 34758vA`.;.� KWI -5 ,._rs.. r .. ;.: _ ,�. .. k. :` : d :-.:•y:yi :)�a r++. i :.t vL i. ..aid:. ;; n _f any L,:: ;,f, . 3y�1,; 1 .((.,.,t2 �•ai:>�P'rr 'tF C�lfdv. .. �, f .. TY�" f }, :t..swr:, s:�r..'-n Y .:...1'Y.•r �f tl1 v'�4%R14S }� S l�$•'Y ! �'! i4 'i r��:r•. ),,! .r �.� `.-''1.�••! ?�Yi4 �.�ir {R f ��1:11ECYifi[" 1•� 1.1^. i �f 'C. \} i" 3ix1,r 71� ,,_ - �rYrth'j�,yR .r P. li II k� F S f •'.� - , " Y l,i i} (, t �11 f \� 'M1+'£•cclt -.It A .EI� tart f•..., t `��. , ,� , .I _ � .L" � �, , ) • , .• .fit. -� .. IL ING PLAN! CHECfC ST. LUC F COUNTY--FQ'RT PIERCE FIRE PREVENTION;:BUREAU :FOF�T, PIF'RC''E,r FLORIDA.* 3,8,0 TE�.E'PFI'ONF, 465-6655 - / CONTRACT R:' /j . U .! {�: PWO1J�'N. M8 ' '�ARCHITEC1' e'//�.:5'�,��,� . . . . . �.�� '.�, �,}�•��lit/" -7—c�-/'.� PfiO`NE NUINSEI2�. ..,. - QWNE'R lle - 14 LO "Al ON 1'YPE 0� OCCUANGY: <. T'PE bS�ON1"�lE:'(ff�a' CT7K:'hr RIITI%LaTNr.. _..., �1lrllviRk.l? f �.rL�1f C,s: _ ?'•- _ ...,"•.... , •.. a - ' ' • 1. , ... 1 ti,,; .. .. ,fir ; c't� • ,. _ ` = CONTRACTORS RESPONSIBILITY. TO NOTIFY BUREAU' -ON' ALL INSPEGTI'ONS ,° ..`•.{,,;•: REVI EWED 'BY: j r (�' DATE: Signature a` _ STATE OF PLORIDA 'vdt"E'r,reo� DEPARTMENTWHFALTHAND REHABILITATIVE..SERVICES �" �o � �•--• is APPLICATION FbR.SEPTIC TANK PERMIT • ' �_ AND FINAL INSPECTION FORM ~OonwtAuthority: Chapter 381, 886, 387,,FS Chapter 10D-6,FAC DATE Per'Number mit Name of Appticant erido a elephone No, Mailing Address of -Applicant �;_ F381 ..F_ "Pr;.ma TT_;,. 'ba "BIVd PSI, To Be Instaltsd'At 1Give Sheet Address)' Prtltia Vi s't'a : Blvd. PSL Lot No. '� Blbck No: ?I —Subdivision Li+»'t fat Book— Page _ Size of Lot 9P B.`0Q Lrvm" Un —"2Noc'1Nas . Bedrooms Sate .No. opl Type"of Bus�nass �'� n� x9 No. Toilets see a t m �vees Total Square Feet in'tuilding "Note:AAttach aite �3.ev,Map and:0ther Supportive Documents as ' ern . of rd. f ' 0 O°' ure;of Ap nt Si n Per,c�; F rS17E IN ORMATION Distance to Sanita Sewer F ; �Y ��TA f ' Distaq to Stfe�m, Lake,"Canal�A Distance to Pu I W Publip teeter SuPP1Y • �'� `�y Water' T � ' Dl�tance to Privatie�Well(s). ' � %5' + `:, Raihfall Data: !., C A ,is Area Subjeci tb landing l.. r ` i +• D'oes i`ta'have,Gbod Natural bratnage? Which Way Does Lot 6rain.7.- ` -n. F'r+ti. ? 'Atjy.Penmeferbitches? es :.Q.la' Is there Standirig Water in bitch n: r' bepth'of Ditches es1 oir Water• in Ditches r bisteriCe to Nearest Residence (North East '"' South} � q ild West 1 n t ), re 13u mgs :, f In thit,Area on: Se tic Tanks.. X,,w d f Sand Ftlfers'"`�".""�?a QtiSer • � �, � j , a ; "5s�—� Any Known btbm#ieldaFai�ures'in this Area rrs u J. n c, SQ;iL PIjFl�l:r A b P R _.. t_Aifi N , W i�i:�t Z?Y'fl'.ii ,r t .t ',}r,�7.., , y N I'i3 d Pant 'At v 9 R tt My� �r1 x . 4 N t t t y'I�Y 4hJ .s ^ At Inches' U Z '' iVlllCk t,'. At M t Inches H J 48„ C'1: a� t t . ° Other N. 3' =� £ �k `Soif ClassificattQi ��{ we iy ter.; �ysan(S'BCaf c� ay R ` 66•• , „ , ;; Perediatidn>Rata y, Ma.ti�ric ►�- NcfitOrpEI TON r , t Septic Tank Capa6ty. \ y'' a br8ih` tle;(Lirteat.P My x . Dosing Tank Capacity:,, , Grease Trap'CBpac1ty:.: 1 1 r) xa AbsdFtiOrt`Bdlte�lq �,�: ! l r „� e, `1 Perforated Pipe: (Linea'r Ft) ;t f '* F Lateral Crainfield'Sie<�SgFt F Other Specifications!., RECOMMENDATION: , Appr&6i { st. r," lii'0 1 r - P... 2�, :.,i� + 'q,, J -j !' a ate Processed X k`., s 1, '0 _f 1 eji y; i]tUre 6USanithriall ' .+ M ` F CoUnXx ieattrl hU f ^p nt t 3 4! e artme F N•t SP iCT' NDA Y F Date andlime of Ins ection. W F P Ty of Tenk (Cone Size Tank `Instaileif :rainfi�3ttl Side, pe rate, Fiberglass Etc.) Dosing Tank Size Gr P No. Tile Feet ease Trap Siz _ Sand F'It t. • • ` � er Size Who Made Installation RECOMMENDATION: ' -� . A�provalD .>; ....:<��. D.tsappirCtvai •r HRS-H FORM AnI15 Itup;78 (q'eo" S.n=-42SI ��t ` ° `' Signature of )� h £ 4 Sanitarian is- 'd SEPTIC TANK ~6(�NSfRUCTION PERMIT. (a)'lnst([aUoust be.it1 accord With requireinenfs Of Chapter r 10D<6. Florida'Ad'rninistr.'tive Code. �{ " (b) final, inspection required�'before work is covered. :• (c) Permit void i1 not. 'used within one year: `- (d) A^,)roved inst.-Eation does riot guarantee performance. (e) Other J \: 3 m 0 6 V) 0 N In N 0 N 00 N 50' TO CENTERLINE PRIMA VISTA BLVD i I 11 N 3 HC 4 1 5 1 6 1 7 � (0 'V E:3 10, — — 10' — 12' — — 8' — — 10, — �— 10, --'� 10, — 10' — 'r— 10' 4' 10' 10' 10' 10' 10' 10, 9 1 10 1 11 1 12 1 13 1 14 RAD DEL5-04-14 ARC 98.32 1111.0' EXISTING 5' CONC. SIDEWALK 0 t N 13 25' CA N E A N EN NORTH ST. LUCIE COUN [Y- FT, PIERCE LIFIiB",U ED COs CE DATE:_ SU E' i! ^T T0: 1, SOU;+ BUILDING CODE 2. N;1 'A 101 3. ALIL02ALCODES "0A:.mENDM9ENTS ST. LUCIE COUNTY '_"" BUILDING DIVISION Ift 1'_:VIEWE0 E °R�CO E COMPLIANCE ST UC°, U:i Al DATE PLUMSiING +•�• ELECTRICAL SUBJECT 70: I. SOUTHERN STANDARD BLDG, 2. NATIONAL ELECTRIC CODE CODE 3. ALL LOCAL AMENDMENTS A- ble as t w4 000 oWM/pOMaH mg ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/ RWJ SEAL CHECKED JR OWNERS APPROVAL PHASE CONTT DOC CONSULTANT NOTES I. OWNER- DR. GREG MENDOZA/881 EAST PRIMA VISTA BLVD. PORT ST. LUCIE. FL. 33452. 2. SITE SURVEY INFORMATION FURNISHED BY OWNER - SURVEY DATED 12MAY83 BY W.J. SCHOEPFER, REGISTERED LAND SURVEYER, CERT.•3169, FORT PIERCE.FL. 3. LEGAL DESCRIPTION -LOT I,BLOCK 28.UNIT3- G. RIVER PARK- P,B.IO,PG.80-ST. LUCIE COUNTY, FL. 4. ' ZONING -PI S. SETBACKS-25'; FRONT d REAR-F SIDE 6. LANDSCAPING WORK INCLUDING PLANTINGS. IRRIGATION SYSTEM, SOD, ETC., I5 NOT PART OF THE WORK CONTAINED IN THESE DRAWINGS. SEE OWNER. 7. SITE ENGINEERING WORK INCLUDING PAVING. DRAINAGE, SITE SEWER, WATER. ELECTRICAL d OTHER SITE UTILITY WORK CONTAINED IN THESE DRAWINGS. SEE OWNER 8. VERIFY ALL DIMENSIONS IN THE FIELD BEFORE PROCEEDING SOIL TEST NOTE: CONTRACTOR TO OBTAIN SOIL TESTS REPORT TO VERIFY BEARING CAPACITY OF SOIL AS PART OF THIS WORK. SUBMIT ONE COPY OF REPORT TO OWNER AND ONE TO ARCHITECT. BLDG. LOCATION ADJUSTED FOR REAR SETBACK. ENTRY WALK 26SEPT83 MODIFIED NO. DESCRIPTION DATE REVISIONS PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE SITE PLAN I SITE PLAN. A I SCALE: I" EQUALS 10 FEE' 5'R PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. AI COPYRIGHT 1983 - INTER/PLAN INC - ALL RIGHTS RESERVED A I/AS DOOR SCHEDULE: FLUSH WOOD DOOR- 2'-8'X6'-8"XI 3/4"- SOLID CORE -BIRCH FACE -WOOD FRAME FLUSH WOOD DOOR-3'-0"X6'-8"XI 3/4"- SOLID CORE -BIRCH FACE -WOOD FRAME ALUMINUM STOREFRONT ENTRANCE 3'-0"X7'-O" FLUSH WOOD DOOR- 2'- 6"X6'-8"XI 3/8"- HOLLOW CORE-HARDBD. FACE -WOOD FRAME FOLDING DOOR- PAIR- 2'-6"X6'-8"XI 3/8"- FULL LOUVER WOOD BIFOLD SLIDING GLASS DOOR- 7'-0"X8'-O"- NOMINAL SLIDING GLASS DOOR-15'-0"X8'-0"- NOMINAL FLUSH WOOD DOOR- 2'-6" X6'- 8"XI SOLID CORE -BIRCH FACE-24"X24" ALUM. LOUVER -WOOD FRAME HARDWARE SCHEDULE: PASSAGE-WEISER A-SERIES-KIM LEVER HANDLE ANTIQUE BRASS PRIVACY-WIESER A-SERIES-KIM LEVER HANDLE ANTIQUE BRASS PASSAGE-WEISER A- SERIES- MATCHING SINGLE CYLINDER DEADLOCK DEAD BOLT LOCK WITH CYLINDER OUTSIDE -LEVER INSIDE. PUSH-PULL, THRESHOLD, CLOSER, WEATHERSTRIP. STANDARD MANUFACTURERS HARDWARE WINDOW SCHEDULE: ALL GLASS CLEAR. EQUAL MANUFACTURERS ACCEPTED. OA KAWNEER TRIFAB 450-BRONZE E.S.P. 8'- 6"X8'- 0"- NOMINAL, TEMPERED GLASS O6'-O"X8R E.S.P. OTRNOMINALL,, TEMPERED 00 SUPERIOR PICTURE WINDOW -BRONZE E.S.P. 4'-0"X4'-0"-NOMINAL OD KAWNEER TRIFAB 450-BRONZE E.S.P. I S'- 0" X8'- 0" -NOMINAL, TEMPERED GLASS EO KAWNEER TRIFAB 450 BRONZE E.S.P. 4'-0"X8'-0"-NOMINAL, TEMPERED GLASS FO KAWNEER TRIFAB 450-BRONZE E.S.P. 4'- 4" X8'- 0" -NOMINAL, TEMPERED GLASS O SUPERIOR PICTURE WINDOW -BRONZE E.S.P. 10'- 0" X2' - 0" - NOMINAL O KENNEDY SKYLIGHT DOUBLE DOME- 22 1/2"X23 1/2" OPENING WITH FRP INSULATED CURB. 2 UPPER LEVEL------__ -- -__-_ A2 SCALE: 1" EQUALS 4 FEET NOTE: NOT IN CONTRACT THE FOLLOWING WORK WILL NOT BE PERFORMED AT THIS TIME AS PART OF THE CONTRACT FOR THIS WORK. I. CONCRETE FLOOR IN RENTAL SPACE 2. WALL INSULATION IN RENTAL SPACE 6 UPPER LEVEL 3. GYPSUM BOARD IN RENTAL SPACE AND UPPER LEVEL 4. INTERIOR STUD WALLS IN UPPER LEVEL S. AIR HANDLERS •Ids3/CONDENSING UNITS •16t3/RELATED DUCTWORK, GRILLS AND CONTROLS: REFRIGERANT _LINES._ CONDENSATE DRAIN U. LIGHTING FIXIURE5 AND A550LIATED WIRING 6 SWITCHES IN RENTAL SPACE AND UPPER LEVEL 10. ELECTRICAL OUTLETS IN RENTAL SPACE AND UPPER LEVEL B.THE FOLLOWING RELATED WORK WILL BE PERFORMED AT THIS TIME AS PART OF THE CONTRACT FOR THIS WORK. I. LIGHTING PANELS FOR RENTAL SPACE AND UPPER LEVEL 2. PLUMBING ROUGH -INS FOR RENTAL SPACE AND UPPER LEVEL 3. SLEEVES AS REQUIRED FOR FUTURE INSTALLATION OF AIR HANDLERS AND CONDENSING UNITS EVATIaN 3 4R SLED WALE SEE I-IA.N FOR AcTL114T. GIMENSIoN5 /z" PL. GOUIJTFE Z TOP gZPA P� AN6LC;D \JALL PLkNK fbR AC- AL PIOLUSIDNS COO JLI LI U D D M. i91VLS ARCHITECTURE : PLANNING COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/RWJ SEAL CHECKED JR OWNERS APPROVAL j PHASE CONST DOC CONSULTANT NOTES COMPLETE ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, STANDARDS, d RESTRICTIONS WHETHER INDICATED ON PLANS OR NOT. 2. VERIFY ALL DIMENSIONS 1N THE FIELD BEFORE PROCEEDING. 3. FINISH GYP. BD. WALLS AND SLOPING CEILINGS SMOOTH, READY FOR PAINT. 4. FINISH FLOORS SMOOTH, READY FOR CARPET OR TILE (CARPET AND TILE NOT PART OF THE WORK CONTAINED IN THESE DRAWINGS) 5. ALL WALL BASE RANCH STYLE WOOD. 6. TOILET ROOMS IN THE DOCTORS OFFICE AREA GET CHROME T.P. HOLDERS AND CHROME -FRAME 18"X24"MIRRORS. THE TOIL. RM. OFF THE HALL GETS I 36"L.XI 1/2"DIA. CHROME GRAB BAR BESIDE TOILET. 7. INTERIOR PARTITION WALLS 5/8" GYP. BD. ON 2X4'S e24"(EXCEPT LOAD BEARING WALLS 16"-SEE STRUCT. NOTES). 8. PROVIDE 48"L. PLAS. LAM. BASE CABINET FOR SINK IN LAB. 9. PROVIDE WHITE VINYL -COATED WIRE SHELVING IN UPPER LEVEL CLOSET. 10. UPPER LEVEL BATH SHOWER AREA TO RECIEVE MR GYP BD. 6 CER. TILE d WATERPROOF LINER PAN. It. REFRIGERATER IN LOUNGE NOT IN THIS CONTRACT. A\WG,,eb WALL SE.E PLAN FoT>` Pc-lT�A1 �I M. T(FI NG e_ 2 KEcET'TIO" DESK 145EPT53 FRONT NOTESKREVVISED ).SCHEDULES 26SEPT83 NO. DESCRIPTION DATE REVISIONS PROJECT TITLE MEND02A CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE FLOOR PLANS PROJECT NO. DRAWING NO. 83160 DATE A 2 22 SEPT 1983 F L00f;'\ PLAN I" CQUAIL.S 4 FF-ET F�oN`�- c-AF�INET ELEVA71bN Copmu 1983 - INTER/PLAN INC - 4L RJQ S KURVED ��• INTER PLAN FIUC 3 / SCALE: I" EQUALS 4 FEET V A3 J SCALE: I" EQUALS 4 FEET \1 1 ? NORTH ion TOP OF PLATE 10'-8" TOP OF DECK AT HIGH POINTS 8'-0" BOTTOM OF SOFFIT R !�F_ASCIA DET) A3 i SCALE: 3/4" EQUALS I FOOT ALUM. CAP FLASHING BASE FLASHING & 4" CANT BUILT-UP ROOF OVER 1/2" APA RATED PLYWOOD SHEATHING 1/2" CDX PLYWOOD W/ METAL LATH & STUCCO 2X4 ®16"O.C. 1/2" EXTER. SOFFIT GYP BD ON 2X4 e16"O.C. ALUM. BEAD W/1/2" REVEAL & DRIP STUCCO STOP ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/RWJ SEAL CHECKED JR AAPROVAL / L PHASE CONST DOC CONSULTANT NOTES I. ROOF DRAINS EQUAL TO JOHNS-MANVILLE 3" FLEX -I -DRAIN. 2. BUILT-UP ROOFING EQUAL TO JOHNS-MANVILLE SPEC. 4ANS 4-PLY SMOOTH SURFACE, ASBESTOS FELTS, FIBRATED ALUM. TOPPING OVER TOPGARD TYPE B SURFACING. 3. BASE FLASHINGS AND FELT FLASHINGS PER ROOFING MFRS. STANDARD DETAILS ACCORDING TO APPLICATION. 4. WOOD SHINGLES RED CEDAR CERTIGRADE NO. I BLUE LABEL 16" L. INSTALLED WITH 5" EXPOSURE OVER BREATHER -TYPE BUILDING PAPER PER TRADE ASSOC. STANDARDS. ADD NOTES & DETAIL REF. MARKS. ADD FASCIA DETAIL 3/A 26SEPT83 NO. DESCRIPTION DATE REVISIONS PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE ROOF PLAN PROJECT NO. DRAWING NO. 83160 DATE A 3 22 SEPT 1983 COPYRIGHT 1983. - INTER/PLAN INC - ALL RIGHTS RESERVED ALUM.HANDRj TYPICA RECESSED BEAR] POCKETS FOR BEA 8" BEARING ON EA WALLS, 4" BEARING OTHER WALI (SEE STRUCT. ALS �— STUCCO ON GALV MTL K-LATH OVER 1/2"CDX PLYWD L----------- ------- - j STUCCO I I I I I I I I I i I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1Jr-.r11-I -1-.L1 �_l lF- L1� -I L -J L - J L J L I I J l-STUCCO-a CEDAR SHINGLES ALUM. DRIP BEARING POCKET FOR BEAMS -SEE NOTE ON SOUTH ELEVATION. GALV STUCCO ON GALV MTL LATH 6 STUCCO OVER. K-LATH ON DOUBLE 2X4 POSTS — — — — — r— — — — — — — — — — — — — — — — — — — -I r — — — — — — — — — — — — - I I I COPING BEAM STOCCO 8X12 W/2#5'S T&B I I I I I I I I I I i I I I I I I I I I I I r—J L-------------1-I-Z------------------1-------------------- I r--------------- I I I I I I I - - - - - I BX277�]E� 4 W/4#COLDMMN I --- - --- I 86#3 TIES a12"O.0 i I I I I 1 I I I 2' - I I I I 4-#8VERT W/#3TIES AT RAISED PORTION ON TIE BEAM I I I I I I I I I I I I I TIE L N I 8X20CW/4a86#3 �— HOOPSm 12" O. C. I I L I I I I I I I I j STUCCO j I � I ---J r - - TIE BEAM BX12 W/2#5'S T&B I I I i I I I I I I I I I COPING BEAM SX12 W/2#5'S T&B r------------- n I I I i I i Ax20'PLu/M4x8d#3 HOOPS e12"O.C. I I I I OOpo4OHSs12C �- 2' I. r - I I I�-- L- J I I I!!lAlll' ---J I 4#8VERT W/#3TIES AT RAISED PORTION OF TIE BEAM I I I I I I I i CEDAR SHINGLES I I zVz I � L---------- I I I I I I I I I I I I I I r-J_ -Y-J-1 - -1-L- - __-11T -1-� I I r-1---L-----------E--E---- --_--_- J L�--------- J L-------- J L------------------ J L- T- T T- T T- T T- T T- l I I I I I I I I I I I L I r1 'Ir I 1 rl ri / ♦ OW*/\LA 1---------11....�J L�J L-------------J L---J 5S IN PICAL )RAIL •�• 1 TER PLA NIU� ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/ RWJ CHECKED J R OWNERS APPROVAL PHASE CONST DOC CONSULTANT NOTES SEAL I. USE BONDING AGENT ON CONCRETE COLUMNS IN CONJUNCTION WITH STUCCO FINISH COAT 2. TIE BEAMS NOT DESIGNATED OTHERWISE BY NOTE OR DETAIL: 8X12 W/ 2#5'S T&B 3. TIE COLUMNS NOT DESIGNATED OTHERWISE BY NOTE OR DETAIL: BX16 W/ 4#6 6 #3 TIES m12"O.C. I I ADD NOTES 127SEPT83 NO. I DESCRIPTION DATE REVISIONS PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE ELEVATIONS 4 SCALE: I" EQUALS 4 FEET PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. COPYRKHT 1983 - INTER/PLAN INC - ALL RIGHTS RESERVED ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN SCALE: I" EQUALS 4 FEET 21'-0" TOP OF COPING BEAM 18'- 11 1/ 2" BEARING POINT OF TRUSSI 18'- 4" CEILING HEIGHT 8'-0" ABOVE 2ND FLOOR 10'-4" TOP OF PLYWOOD FLOOR 9'-3 3/4" BEARING POINT OF TRUSSI 8'-1 1/2" TOP OF TIE BEAM 1 CEILING HEIGHT 0'-0" TOP OF SLAB V-4" TOP OF FOOTING^ SCALE: 3/4" EQUALS I FOOT SLOPE TOP OF COPING- BEAM I" TO INSIDE 8X12 CONC COPING BEAM W/2*5'5 T&B WRAP SAND STUCCO TO INSIDE GALV. STUCCO STOP/FLASHING BUILT-UP ROOF ON 1/2"APA RATED SHEATHING R-18 SPRAY -ON CELLULOSE INSUL 2"X4" P.T. BUTT PLATE W/1/2" A.B. 94'O.C. TJ/50 TRUSS JOISTS 5/8" TYPE X GYP BD ON RESIL. CHNLS. m 24"O.C. W/ WALL INSUL 5/8" GYP BD OVER IX2 P.T. =URRING 924"O.C. SAND FINISH STUCCO 5/8" APA RATED STURD-I-FLOOR T&G PLYWD GLUE NAILED 5/8" GYP BD &WALL INSUL TJ50 TRUSS JOISTS 5/8" TYPE X GYP BD ON RESIL. CHNLS. 9 24"O.C. 8"X12" CONC TIE BEAM W/2.5'S T&B 8" CONCRETE BLOCK WALL 5/8" GYP BD OVER IX2 P.T. FURRING 924"O.C. R-6 FOIL FACED INSULATION (3/4" THERMAX) 4" CONC SLAB ON WELL COMPACTED TERMITE POISONED SOIL W/6X6/ 10/ 10 WWM REINS & 6MIL VAPOR BARRIER 1/2" EXP. JNT. MATERIAL 12"X24" CONC FOOTING (SEE STRUCTURAL) T( � A SCALE: 3/4" EQUALS I FOOT CEDAR SHINGLES 5/8" APA RATED PLYWD SHEATHING R-18 SPRAY -ON CELLULOSE INSUL. (4.3" THERM -A -FACT) 2"X6" P.T. CAP PLATE W/1.'2"A.B. CONC RAKE BEAM W/2.5'5 TOP AND BOTT11 MIN 8"X:2" ROOF TRUSSES (SEE FRAMING PLAW PT 2X4 BUTT PLATE W/ 1/2" A.B. AT 4' 5/8" TYPE X GYP BD ON RESIL. CHNLS 924"O.C. BX12 TIE BEAM W/ 2.5'S T&B 8" CONC BLOCK WALL 5/8" GYP BD OVER IX2 P.T. FURRING 924"O.C. R-6 FOIL FACED INSULATION (3/4" THERMAX) SAND FINISH STUCCO WOOD BASE 4" CONC SLAB ON WELL COMPACTED TERMITE POISONED SOIL W/6X6/IOXIO WWM REINF & 6 MIL VAPOR BARRIER 1/2" EXP.JNT. MATERIAL CONC FOOTING (SEE STRUCTURAL) BEAT TOP i I L_ _ _ - _ _ _ _ _ J 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/RWJ SEAL CHECKED JR 1 / OWNERS f APPROVAL PHASE CONST DOC CONSULTANT NOTES I. GROUT CONC. BLOCK CELLS SOLID THAT WILL RECIEVE A.B.'S 3"H. .050 ALUM EDGE S IX2 NIALER FLASH PER ROOFING MFRS. STD. DETAILS 2X2 RIPPED CRICKET 12" TO 24" L (SEE ROOF PLAN) BUILT-UP ROOF OVER 1/2" APA RATED PLYWD SHEATHING R-I8 SPRAY -ON CELLULOSE INSUL (4.3" THERM -A -FACT) TJ50 TRUSS JOISTS /2" EXT. SOFFIT GYP BD 5/8" TYPE X GYP BD ON RESIL CHNLS 924"O.C. 1/2" EXT. SOFFIT GYP BD ON METAL FURRING 916"O.C. STUCCO ON GALV METAL LATH OVER 1/2"CDX PLYWOOD CONC COLUMN BEYOND (SEE STRUCTUREZZZ STOREFRONT WINDOW EXTERIOR SLAB 6" BELOW INTERIOR SLAB SLOPE AWAY FROM BLDG 1/8" PER FOOT NO VAPOR BARRIER 4" CONC SLAB ON WELL COMPACTED TERMITE POISONED SOIL W/6X6/IOXIO WWM REINF & 6MIL VAPOR BARRIER I"XI6" CONC GRADE BEAM MODIFIED DETAIL NOTES SEE STRUCTURE) NO. DESCRIPTION REVISIONS 27SEPT83 DATE /2" EXP.JMT. MATERIAL PROJECT TITLEMENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE 4 �JALL SECTION SECTIONS A5 SCALE: 3/4" EQUALS I FOOT PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. A5 COFYRIERT 1983 - INTER/PLAN INC - ALL RIGHTS RESERVED 21'-0" TOP OF COPING BEAM 18'-9 3/4" TOP OF BOND BEAM 17'-7 1/2" CEILING HEIGHT 9'-2 1/4" TOP OF BOND BEAM 8'-0" CEILING HEIGHT ol T 18'-6" TOP OF PEAK SAND FI GALV K-LATH 6 ENGIN EREI I I'-0" TOP OF PLYWOOD ROOF DECK AT HIGH POINTS GALV HURR. STRAP CEILING HEIGHT SLOPE TOP OF COPING BEAM I" TO INSIDE 12" CONC CAP W/4x5'S CONT GALV. STUCCO STOP/FLASHING BASE FLASHING d 4" CANT BUILT UP ROOF OVER 1/2" APA RATED PLYWD R-18 SPRAY -ON CELLULOSE INSUL PT 2X4 W/3/4" A.B. a32"O.C. 12"HX12"W BOND BEAM W/4x5'S 5/8" TYPE X GYP BD ON RESIL. CHNLS. a24"O.C. 5/8" GYP BD OVER IX2P.T. FURRING a24"O.C. R-6 FOIL FACED INSULATION (3/4" THERMAX) 5/8" APA RATED STURD-I-FLOOR T&G PLYWD GLUE NAILED TJ50 TRUSS JOISTS 12"HXI2"W BON) BEAM W/4r5'S 5/8" TYPE X GYP BD ON RESIL. CHNLS. e24"O.C. R-6 FOIL FACED INSULATION (3/4" THERMAX) SAND STUCCO FINISH 5/8" GYP BD OVER IX2P.T. FURRING a24"O.C. 4" CONC SLAB ON WELL COMP. TERMITE POISONED SOIL W/6X6/IOXIO WWM REINF 6 6MIL VAPOR BARRIER 8" CONCRETE BLOCK WALL CONC FOOTING 2-3/4" BOLTS EACH END 10'-I 1/2" TOP OF 2X4 PLATE 2X4'S a16"O.C.. NAILED TO 2X8'S 7'-10 1/2" BOTTOM OF 2X'2'5 4" Vzu P�YwD 4 X3/8"X12" BASE PLATE WELDED TO VERT. SUPPORT. ATTACH TO 2 2X4 PLATES W/4 3/4" LAG SCREWS. f..r 2x4 D H' N,, ED THE 4� To s 4 - aobnrc5. TYP. BALM SCALE: 3/4" EQUALS I FOOT ALUM ROOF EDGE STUCCO ON GALV K-LATH d 1/2" CDX PLYWOOD CEDAR SHINGLES ROOF JOISTS 816"O.C. GALV. JOIST HANGER R-18 SPRAY -ON CELLULOSE INSUL. 5/8" TYPE X GYP BD ON RESIL. FURRING 924"O.C. FIXED WINDOW (SEE WNDW SCHEDULE) SAND FINISH STUCCO ON GALV. K-LATH 6 1/2"CDX PLYWD BASE FLASHING 5/8" GYP BD R-II FIBERGLASS INSUL R-19 FIBERGLASS INSUL 5/8" GYP BD 2X4 FRAMING a16"0.C. 5/8" TYPE X GYP BD OVER 2"X4" FRAMING NO.1 STRUCTURAL LIGHT FRAMING SPRUCE -PINE -FUR 2X4'S a16"O.C. THESE 2 LOAD BEARING WALLS 5/8" TYPE X GYP BD ON RESIL CHNLS. s24"O.C. TOP BAR TO BE OF 3/8"ALUM. FIIL//A44TBgqALL(R�� HORIZNTL-MEMBRS ALUMINUM FLATBAR HANDRAIL OF WELDED CONST. W/ 2 INTERMEDIATE VERT. 3/8" THICK SUPPORTS 6 ONE VERT. a END .050 ALUM. FLASHING P.T. 2x4 S�-CCFCK (--) I(al' 3Gl MiL. AWFp4ATIC URCrHAH F�. 1rz" GAAT'N'4- AVER M14. SrKAYED t4FCTHAII CAM. .080 ALUM. FLASHING FAfJ W/ TURNED UP E4P5. BEAM (SEE STRUCT.) 2X8 916"O.C. RIPPED TO SLOPE BALCONY 2" TO SCUPPER GALV HANGERS .2X4 s16"O.C. ii CxT6e. SOFFIT tTP- SP- oil MTI • (-Nm41 T al0i GALV HURR. STRAP 2-2X12'S STUCCO ON GALV. K-LATH 6 1/2"CDX PLYWD 5/4 TO MATCH 2X6 a 12" �_ PT 2X6 BOLTED T WALL a24" 2X6 SCREWED TO 4X4 SPPTD. a ENDS W/GALV.HNGRS 4X4 FIR POST 5/4 RISERS 6 TREADS_ ROUTED INTO 2X12 CLEAR FIR STRINGER SCALE: 1/2" EQUALS I FOOT 000 LJIJ V LJ e D e lJ V ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 PT 2X6 BOLTED TO WALL AT 24" N DRAWN RCH/ RWJ SEAL CHECKED JR 5/4 TO MATCH / TREADS OWNERS 7 APPROVAL zxsalz°w/ PHASE CONST DOC GALV HNGRS. CONSULTANT P1/2" EXT SOFFIT YP BD 4-2X6 2X6 CLEAR FIR RAIL W/I/2"RAD. EDGES T&B NOTES 2X2 FIR BALUSTERS a7" O.C. MAX SET NOSE I" BACK FROM STRINGER m GALV ADJ. POST BASE GALV CLIP ANGLE V. NOSING TYPICAL J 7 TREADS a 19.5" :5'-6 1/2" 41 8 RISERS e 7.75"=5'-2" 9"H .Q50 ALUM. ROOF EDGE L IX2 NAILER FLASH PER ROOFING MFRS. DETAILS 2X2 RIPPED CRICKET 12"TO 24% (SEE ROOF PLAN) IUILT-IJP ROOFING ON 1/2" APA RATED PLYWD SHEATHING R-18 SPRAY -ON CELLULOSE INSUL (4.3" THERMA-FACT) J50 OPEN WEB JOISTS 916"O.C. ;/8" TYPE X GYP BD ON tESIL. CHNLS. 924"O.C. 1/2" EXT. SOFFIT GYP BD 1/2" EXT. SOFFIT GYP BD ON MTL. FURRING a16"O.C. BEAM SUPPORT: 1/4" STL SADDLE W/2-3/4"BOLTS, 2"DIA. EXTRASTRONG PIPE 7"L, 6X6X3/8"PLATE SET IN NON -SHRINK GROUT,4-3/4"A.B.'S 12"L. FILL RECESS W/GROUT 6 SLOPE TOP. .ONC COLUMN d/SAND STUCCO FINISH SEE STRUCTURAL PLANS STOREFRONT DOOR W/ TRANSOM 4" CONC SLAB ON WELL COMPACTED I ADDED EDOTES STAIR O ALLILDETAILS 27SEPT83 TERMITE POISONED SOIL W/6X6/IOXIO WWM REINF NO. DESCRIPTION DATE REVISIONS 8"X16" CONC GRADE BEAM W/4.51S PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE DETAILS SCALE: I" EQUALS 3/4 FEET 3 WALL SECTIO A6 SCALE: I" EQUALS 3/4 FEET PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. A6 COPYRI6"T 1963 - INTER/PLAN INC - ALL R16RTS RESERVED 2IP OVER I SECTION IR PARTIAL EAST ELEVA SCALE: I" E94ALS 4 FEET I I I I I I I I I it-- F 5 I I I r-� I I I I I I I i, F2 i I I I I I I I I I I I I F5 I I I I I I I I I J FOOTING SCHEDULE: MARK SIZE REINFORCING FI 16"CONTXI2"D 2-#5B&1-#5T F2 20"CONTXI2"D 2-#5B&1-#5T F3 28"CONTXI2"D 3-#5B&I-#5T F4 36"CONTXI2"D 3-#5B&1#5T FS 40"CONTXI2"D 4-#5B&2#5T F6 52"CONTXI2"D 4-#5B&2#5T F7 44"X44"Xi2"D 4-#5E.W. F8 48"X48"X12"D 4-#5E.W. TOP OF ALL FOOTINGS I'-4" BELOW TOP OF SLAB LEVEL SI J SCALE: I" EQUALS 4 FEET 000 off ° llv M�E ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/RWJ CHECKED JR OWNERS APPROVAL PHASE CONST DOC CONSULTANT NOTES SEAL I. DESIGN CODE -STANDARD BLDG. CODE. 2. DESIGN LOADS - ROOF - 30LL t 15DL = 45PSF FLOOR - 50LL • 17DL = 67PSF 3. DESIGN SOIL BEARING PRESSURE - 2000PSF. 4. CONCRETE MIX - 3000PSI 28 DAY, 3"-5"SLUMP S. CONCRETE MASONRY UNITS - 120OPSI 28DAY (ASTM C90). 6. MORTAR - TYPE M OR S (ASTM C270). 7. CONC. REINF. STL. - GRADE 60 (ASTM A615) REBARS, GRADE 40 STIRRUPS & TIES. 8. ALL WORK TO CONFORM TO ACI & CRSI MANUALS OF, STD. PRACTICE LATEST EDITIONS 9. DOWEL TIE COLUMN REINF. TO FOOTINGS WITH SAME SIZE & # OF BARS AS VERT. REINF. 10. SLABS ON GRADE TO HAVE CONSTRUCTION JNTS. AT MAX. 20' EA. WAY. II. VERIFY ALL DIMENSIONS IN THE FIELD BEFORE PROCEEDING. 12. TERMITE -TREAT SOIL UNDER BLDG. & TO 5' OUTSIDE FOUNDATIONS. ADDED PARTIAL WEST ELEVATION ATTIC VENT ® UPPER LEVEL 27SEPT83 NO. I DESCRIPTION DATE REVISIONS PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE FOUNDATION PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. S COPYRIGHT 1983 - INTER/PLAN INC - ALL RIGHTS RESERVED 2-1.75"X9.5" MICROLAM ENGINEERED ROOF TRUSSES 924" F—_1 L___j L — J DOUBLE POSTS 8"XI2" CONC W/ 2+5'S T&BB a 8"X14"CONC W/2#5'ST62#8'SB 2- 2-2X10'S AT 24" 2-2X12'5 e 2-2X10'S 2X6 a 16"ROOF 6 SOFFIT 8"XI2" CONC BEAM W/ 2.5'S T&B 2-1.75"X14.25" MICROLAM — 18" OIA CONC, COI. I( I I I I I I I I I I I I I TJ 0 T USS JOI TS 16" .C. 18"DIA IB"DIA CONC.COL. CONC.COL. -1.75"X14.25" MICROLAM. 2X6 a16" aSOFFIT SEE STAIR DETAIL _ 12X8 I a 2X41 9 _ T 50 FRUSIP JC9STl ( I ( I T 0 JOI iTS a in 2-2X12'S 2X6 PT LEDGER BOLTED TO WALL W/ 3/4"A.B.'S a 32" 2-1.75"XI4.25" MICROLAM 2-1.75" XI4.25" MICROLAM 2-1.75" X 14.25" MICROLAM if UF LEVEL FRAMING 32 SCALE: !" SOJALS 4 FEET CONCRETE COLUMNS ALL 3 CONCRETE COLUMNS 18"DIA WITH 4 •8 6 •3 TIES 912". SEE WALL SECTION 3/ A6 FOR HEIGHT. REQUIRED RECESS IN TOP, 6 BEAM SUPPORT 2-1.75"X14.25" MICROLAM 2-2XI2'S SCALE: I" EQUALS 4 FEET 000 ]HUNT /PLIH mg ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/ RWJ SEAL CHECKED JR OWNERS APPROVAL PHASE CONST DOC CONSULTANT NOTES I. SEE NOTES ON FOUNDATION PLAN ALSO. 2. LUMBER JOISTS - SPRUCE -PINE -FIR NO.1, (FIBER BENDING 1050PSI) OR BETTER. 3. LOAD BEARING LUMBER STUDS - SPRUCE -PINE -FIR NO. I (PAREL. COMPR. 875PSI) OR BETTER. 4. ALL WOOD IN CONTACT WITH CONC. OR BLOCK MUST BE PRESERV. - TREATED. 5. ANCHOR ALL ROOF FRAMING WITH GALV. HURRICANE STRAPS OR OTHER APPROVED ANCHORS. 6. ENGINEERED ROOF d FLOOR TRUSSES MUST ": (',NED BY A FLA. REG. PROF. ENGINEER 6 SEA MUST BE SUBMITTED FOR APPROVAL BEr), � _AiION 7. TJ-50 3 MICRO -LAM PRODUCTS BY TRUS JOIST CORP. 8. BRACING (BOTH ERECTION Q PERMANENT) OF TRUSSES MUST BE IN STRICT ACCORD WITH TRADE ASSOC. DESIGN STDS. Q THE SEALED DRAWINGS. LUMBER OR GALV. STL. BRIDGING MAY BE USED ON LUMBER JOISTS. 9. ANCHOR WOOD BEAMS TO WALLS THRU GALV. FLASHING AT NOTCHES (NO WOOD TO CONC. CONTACT) WITH MIN. 3 3/4" HORZ. A.B.'S PER END. SEE EXTERIOR ELEVATIONS. 10. ROOF TRUSSJOIST TJ50'S HAVE FLAT BOTTOM CHORD AND TOP CHORD THAT RISES TO PEAK AT CENTER THAT IS 2" HIGHER THAN OUTSIDE. 18" DEPTH 15 AT OUTSIDE. 11. BRACE EAST WALL UNTIL ALL FRAMING, BRIDGING, SUBFLOORING, 6 ROOF SHEATHING IS SECURE. CHANGE ROOF TRUSS SPACING TO 24".ADDED NOTES 27SEPT83 NO. DESCRIPTION DATE REVISIONS PROJECT TITLE MEND07A CLINIC AND OFFICE PRIMA /ISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE FRAMING pLAN PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. 52 COPYRIGHT 1983 - INTER/PLAN INC - ALL RIGHTS RESERVED A/C SCHEDULE (RHEEM 120-240V SINGLE PHASE) A.H.ol RENB-14-10-SOO IOKW HEAT STRIP 60AMP A.H.x2 REPB-14-10-500 IOKW HEAT STRIP 60AMP A.H.•3 RENB-10-5-SBO 5KW HEAT STRIP 60AMP COND#I RAFA-036-JAQ 35,000BTUH 4.5KW 8.OEER 40AMP CONDx3 RAFA-019-JAQ 17,50OBTUH 2.4KW 7.5EER 20AMP COND#2 RAFA-036-JAG 35,500BTUH 4.5KW 8.OEER 40AMP DIFFUSER SCHEDULE (EO. TO METALAIRE) CD-1 SERIES LSAD 12"X12" CD-2 SERIES LSAD 91.XC CD-3 SERIES HS 14"X8" RG-I MODEL CC-5FB 20"X20" RG-2 MODEL RH 24"XI8" 1" PVC CONDEN DRAIN LINE TO WALL SPLASH BLOCK 1" PVC CONDEI DRAIN A/C CONTRACTOR TO PROVIDE 4" CONIC PAD FOR COND UNIT COND UNIT #2 ------------ REFRIG LNS. / r PLUMBING FIXTURE SCHEDULE: PI AM.STD. ELONGATED WATER -SAVER MATCHING SEAT CADET TOILET 6 FITTINGS -WHITE STD. HGT. P2 AM.STD. ELONGATED WATER -SAVER CADET TOILET d FITTINGS -WHITE 18"HGT. P3 AM.STD. DECLYN LAVATORY WITH WALL HANGER -WHITE P4 ELKAY CELEBRITY 20GA 5/5 2-COMP. SINK 33"X22"NOM. 3-HOLE-48"L. PLAS. LAM. BASE CABINET P5 AM.STD. RONDALYN COUNTERTOP LAVATORY 4" CENTERS WHITE P6 CERAMIC TILE SHOWER WITH WATER -PROOF LINER PAN P7 SAME SINK AS P-4-MOUNTS IN PLAS. LAM. BASE CABINET -SEE UPPER LEVEL PLAN P8 LOCHINVAR GREEN KNIGHT ELECTRIC WATER HEATER TALL SERIES 30 GAL. P9 LOCHINVAR GREEN NIGHT ELECTRIC WATER HEATER TALL SERIES 30 GAL. MATCHING SEAT SINGE MODEL SFAUCET DELTA MODEL SINGLE HANDLE FAUCET DELTA MODEL 522 SINGLE HANDLE FAUCET DELTA MODEL 622 SHOWER VALVE AND SHOWER HEAD DELTA MODEL 100 FAUCET 240 VOLT, SINGLE PHASE IOOW UPPER, 60OW LOWER ELEMENTS 240 VOLT, SINGLE PHASE-I000W UPPER, 60OW LOWER ELEMENTS- GALV. PAN UNDER I" PVf rnknrNSATF CMCRfFNfV SPLASH BLOCKS 4" SANITARY STACK REFRY I" PVC CONDENSATE EME DRAIN T( 1 i I I I I 1 I 1 SCALE: I" EQUALS 4 FEET COND UNIT s I COND UNIT x3 A/C CONTRACTOR TO PROVIDE 4" CONC PAD FOR COND UNIT CAL J'L 3"VTR —�--, a( �r P3 I P3 I P3 1 U-1 LJ� L1 I I/2 o0o 0HvR 3/pdL H Ic ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/RWJ SEAL CHECKED JR OWNERS APPROVAL PHASE CONST DOC CONSULTANT NOTES I. VERIFY ALL DIMENSIONS IN THE FIELD BEFORE PROCEEDING 2. COMPLETE ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CASES, ORDINANCES,STANDARDS AND RESTRICTIONS WHETHER INDICATED ON PLANS OR NOT 51 AIN 4. WARRANTY SYSTEM AND EQUIPMENT FOR ONE YEAR. 5. ALL SUPPLY DUCTS MUST BE INSULATED TYPE. 6. INSULATE REFRIGERANT SUCTION LINE COMPLETELY. 7. CONDENSATE PIPING SCHEDULE 40 PVC WITH SOLVENT WELDED JOINTS. 8. SUPPLY WALL THERMOSTAT, 24 VOLT CONTROLS 6 TRANSFORMER. 9. WATER LINES TO BE COPPER TYPE L OR POLYBUTYLENE. 10. SANITARY LINES TO BE SCHEDULE 40 PVC JAL 3"VTR 1 1/4 1 1/2" 1 1/4" T---1 u-{ 3 3 P I P I P, CO P2 PI 1 1/2" 1 1/2"- VIK JIL3"VTR JL —I— —I--17-47 1 1/2" 1 S r*�77_ �I Plt� I P6 �^2" 14 , I 3" TO SANITARY CO PLDUMBINGI DIFFUSER s 1 27SEPT83 NO. (DESCRIPTION DATE REVISIONS PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE MECHANICAL PLAN SCALE: I" EQUALS 4 FEET PROJECT NO. 83160 DATE 22 SEPT 1983 DRAWING NO. M) COPTRIGHT 1983 - INTER/PLAN INC - ALL RIGHTS RESERVER METAS T DISCdNfJl5GTS LIGHTING SCHEDULE: ® LI PRESCOLITE 77211 EXIT LIGHT & BATTERY Oo L2 PROGRESS LIGHTING P7-YG HOUSING-P6666 TRIM LAMP:75W R30 C)q L3 PROGRESS LIGHTING P7157-2-40W L4 EMERGI-LITE CSC18-2-AA-TD EMERG LIGHT L5 LIGHTOLIER 40842 150W ® L6 LITHONIA 2M 2U40M Al2 120 FLUSH STEEL FRAME L7 PROGRESS LIGHTING P7375 20W CIRCLINE !S1 Lb LITNOWA LH 4+0 M Al2- 12.0 KN50 STEEL FKAME SCALE: I" EQUALS 4 FEET ❑A PANEL SCHEDULE DESCRIPTION CIRCUIT SPARE BREAKER LOAD AWG REMARKS IN USE SPACE SIZE KW/HP FEEDER A" 1,3 - 60/ 2 12 6 AH* 2W/ IOKW HEAT t25 AMP 2,4 - 40/2 4.5 8 CU•2 M.L.O. 5 - 20/2 1 12 WATER HEATER SURFACE MNT. 6-12 - 20/1 16.8 12 RECEPTICLES 120/240V 13,15,17 - 2011 3.7 12 LIGHTING IPH-3W 14 - 15/1 .5 14 TIMERA-FRONT LIGHTS 20 SPACES 16 - 15/1 .5 14 TIMERB-REAR LIGHTS 18 - 15/1 .3 14 TIMERC-EAST LIGHTS - 19,20 - - - SPACES B" 1,3 - 60/2 12 6 AH•IW/IOKW HEAT 125AMP 2,4 - 40/2 4.5 8 CURT M.L.O. 5-6 - 20/1 2.8 12 RECEPTICLES SURFACE MNT. 7,8 - 20/1 2.0 12 LIGHTING 120/240V - 9-12 - - - SPACES IPH-3H 12 SPACES C" 1,3 - 20/1 4.4 12 RECEPTICLES 125AMP 2,4 - 20/1 2.3 12 LIGHTING M.L.O. - 5-12 - - - SPACES SURFACE 'MNT. 120/240V IPH-3W 12 SPACES D" 1,3 - 30/2 7 8 AHx3W/5KW HEAT 125AMP 2,4 - 20/2 2.4 8 CU%3 M.L.O. 5,7,9 - 20/1 1.2 12 RECEPTICLES RECSSD.MNT 6,8 - 20/1 1.2 12 LIGHTING 120/240V - 10-12 - - - SPACES IPH-3W E I J SCALE: I" EQUALS 4 FEET COND \/ COND 3" C 2- • 600, 1-•400MCM 125A 125A 125A , 125A 5/8"XIO'GROUND ROD s 000 MQM//pL&H mg ARCHITECTURE : PLANNING : COMPUTER AIDED DESIGN 860 NORTH FEDERAL HIGHWAY NORTH PALM BEACH FLORIDA 33408 305 626 6223 DRAWN RCH/ RWJ SEAL CHECKED JR ' OWNERS APPROVAL ' PHASE CONST DOC CONSULTANT NOTES I. ELEC. WORK MUST COMPLY WITH NEC 6 APPLICABLE LOCAL CODES. 2. WEATHERPROOF (WP) OUTLETS d TOILET ROOM OUTLETS TO BE GROUND FAULT INTERRUPTER - TYPE. 3. E.C. TO SIZE BRANCH CIRCUITS FOR MAX. ALLOW. VOLTAGE DROP OF 3%. 4. E.C. TO PROVIDE TELEPHONE PRE -WIRE AS PART OF THIS WORK. 5. E.C. TO COORDINATE SERVICE REQUIREMENTS WITH FPL. 6. E.C. TO PROVIDE POWER d CONTROL WIRING REQUIRED BY OTHER TRADES WHICH MUST BE DONE BY ELECTRICIANS AS PART OF THIS WORK. 7. WIRING MUST BE COPPER. 8. ALL DEVICES IVORY COLOR WITH MATCHING SMOOTH COVERPLATES 9. E.C. TO PROVIDE TEMP. SERVICE - 60 AMP SINGLE PHASE 3 WIRE - METER, MAST, d GROUNDING - BREAKER PANEL 6 DUPLEX OUTLETS. POWER BILL TO G.C. 10. E.C. TO PROVIDE ALL LAMPS REO'D BY FIXTURES. II. THE ELECTRICAL DESIGN IS INTENDED TO BE A COMPLETE AND WORKABLE ELECTRICAL SYSTEM. ALL MISC. PARTS WHETHER SHOWN OR NOT SHALL BE INCLUDED. ANY DISCREPANCIES OR DRAFTING OMISSIONS MUST BE REPORTED PRIOR TO BID OR THEY SHALL BE CONSIDERED INCLUDED. /z\ 12. r:.c. to PROVIDE BAT}IRoaM EA4A"'T FANS- wtaToN6 RT-84. M F_-(EiCS PANEL "A" PANEL "B" PANEL "C" PANEL "D" DELETEA 1.+ IJ 1AuU ft z ADDED LI(TWT I.e TO 5GHEp • �4oGT83 g�EC'D BATNR04NI UW. FAN'$ . y�i EtED 4-fI IN LOWIER LEVEL BAVJZ04, cl+ mgvD pANEI A TQ : tigA . I MCTCX PER PANEL./ pF,L5T6D 446A DISCOUNfrLt. 6DELECTRICCLDIAGRAMLES 27SEPT83 NO. DESCRIPTION DATE REVISIONS PROJECT TITLE MENDOZA CLINIC AND OFFICE PRIMA VISTA BOULEVARD PORT ST LUCIE, FLORIDA SHEET TITLE A ELECTRICAL PLAN PROJECT 140. DRAWING NO. 83160 DATE El 22 SEPT 1983 COP M 1983 - INTER/PLAN INC - ALL SIW1S SESEXVEO