Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BOUNDARY & TOPOGRAPHIC SURVEY & MODULAR STRUCTURE
-7 Nil FND NAIL & DISK ADw"0ff1C--� 36.00' PND NAIL & DISS IN COT OOT LR / 6780 I I I I b y51 I 14 w b 2 � 0 z: srB 0 15.05® I I RWsR AIR 5p0 STATION X 15,21 14,38 43� I I FND XAfL &DISK I is CUT our NOFTH L72'\ .A•l 1y' .mil LEGEND & ABBREVIATIONS A ARC LENGTH AE ACCESS EASEMENT BM BENCHMARK BOC BACK OF CURB C CALCULATED FROM FIELD MEASUREMENTS C&G CURB AND GUTTER CB CATCH BASIN CBS CONCRETE BLOCK STRUCTURE C/L CENTERLINE CM CONCRETE MONUMENT CMP CORRUGATED METAL PIPE CONC CONCRETE CULV CULVERT DE DRAINAGE EASEMENT DEG OR ' DEGREE D DEED ELEV ELEVATION EP EDGE OF PAVEMENT ESMT EASEMENT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION FFE FINISH FLOOR ELEVATION FH FIRE HYDRANT FND FOUND ID IDENTIFICATION NUMBER NV INVERT IP IRON PIPE IR IRON ROD IRC IRON ROD & CAP LB LICENSED BUSINESS LS LICENSED SURVEYOR M MEASURED DATA MH MANHOLE MON MONUMENT NAVD NORTH AMERICAN VERTICAL DATUM NO OR # NUMBER NTS NOT TO SCALE P PLAT DATA PCP PERMANENT CONTROL POINT PG(S) PAGE(S) POB POINT OF BEGINNING Poe POINT OF COMMENCEMENT PP POWER POLE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR & MAPPER R RADIUS RCP REINFORCED CONCRETE PIPE RLS REGISTERED LAND SURVEYOR RR RAILROAD R/W RIGHT-OF-WAY S.F. SQUARE FOOT S/L SETBACK LINE T TANGENT TBM TEMPORARY BENCH MARK TOB TOP OF BANK TOS TOE OF SLOPE TV TYPICAL UE UTILITY EASEMENT ® WATER METER IL DELTA ® SANITARY SEWER UTILITY POLE FND NAIL & DISK'' 7N CUT off Am So07N ale• ' RINCNKARK KL6V=f6.71' NAVD OF 19M I 14.4 1A5 1544 . y lq' n I p ASPHALT DRIVE NIg Iq4 ! Iz •I: BOUNDARY &TOPOGRAPHIC SURVEY A PARCEL OF LAND LYING /N SECTION 3, TOWNSHIP 36 SOUTH, RANGE 40 EAST SAINT LUCIE COUNTY, FLORIDA PARCEL ID 3403-323-0001-000-5 1060'D FND r IP Sar 5/8'• 11w 1071.05' M EAST 2.72' LB # '1903 sW,uK �6 ti3F'b WOOD DECK x 13.63 14.5 x 4.6 0 '-DIr 15.0 16-ar ♦�" �01F x 14.24 1003.05'M + 5 89'47'51" E alb-uv-av-a�-De-uP-uw-i R- q2 q33 t P PND AWL d DISK ... 14.1 LICffi �. k �6 q3 ' A _-0 w ... iq q6y IB f ... 1q ASPHALT1 13• NAVD OF /SBB ASPHALT "mri C CRASS PARKING .. �29 DRI78 I4 S ,T 74 6... DRIVB 1 � .. _. •. `..; 42ri1G' ... 1s J� a9a.... 4R2 14, Lrrr 14.86 Lv rn ,.., 19t) t*� t STATION c 11.3 x 1399 n uss 1535 •. h 3149 ) la '212j 15ziV � t4.n -, ++ts4t 15.13 COACRA78 1a,94 CONCRRTS yy 15.03 GRASS P�hC PARKTAC PARUJJW n L/OAT �6• U93# 4.99 256.3'11) em +o.a w95 x 15.11 '. L r jam +za x 15.00- 14,94 x 1511 15.15 14.81 1413 x 13.98 410 1. TR 3.6A682 SF. RY k b 1 31ORY • mm MVAM aF.F.E. 16.55' a x 14.94LWAT ASPHALT am sM q 16y DRrvR me w 224.2' x 1a.90 675.6' 1A ms sr .. 14.76 5 M '.. yq )..; 1ASi x 14.88 croACltsAk'.':1s11 .: zLICHT 16.Sts' q91 ...-... ...- I� L� .. _, i47s vss x 15.13 15 2 COAMW I._ I O PARA7Nc j6-'.O. SLT 5/B' IRC Iq•cs ••y,LB 1 7909 13122 u�14.78 .'400 0 6FND 4X4 CY x 13,89 0 50NORTH I.. os 0.wl'v�j PARCEL ID Io 3403-332-0002-010-3 I sf I b U o z FND NAIL d DISK w Z FSM / 497E 164.00' m � h tAPP sag Cairmers PARfQmNG u.5915.03.16 FELL u 0 0 0 0 ^ 14Ra 14.4 .r ... ... 12.9 _... •.. 05' M >S ...e 14.9 TOP - 7 51 E 400.0 D k 74,33 szsrf s&zs' FND 4X4 CM NORTH 0.4!' b I PARCEL ID 3403-332-0002-000-0 O 41 LESS AND EXCEPT z Q I m m I a I FND r IP NORTH 1.92' EAST 4.62• 400'D I wI nl Iw ZI o 0 b O 0 Iz I I I FND NAIL & DISK IX CUT 99' \ FND r IP RLS / 2391 BAST 4.3.RS' 36.00' FXD mm Cif I WITH BRASS DISK ST IDCIK CO. RX `ROSTT' 81".. - 14.04' NAVD OP NMI FND S/H' Inc RLS Y 2391 x 14.11 a 1n U O C O O V O A Ui cc m m '01 x 14.2 PRO 4X4 NORTH 0. '4 x 1425 x 14.6 tassT 1s 1srA 14.77 x 15.4 p y 1 STORY NODULAR SCHOOL 15.5 17.2 BUILDING UNDER 17.5 CONSTRUCTION 17.56' jwma OON FOND z 14.4 1>r 14.5 Dat Init {� AAppprove 1 x 14,69�Q oCC 1067.33'M x 14.28 FND 5/8" Inc X 2.92 PSM 6930 SOUTH 3.06' 00 O O 0 0 I I Uj O O o O N N M M 0 0 � M 0 0 Li w a a Clouser Report 4/22/2018 10:03 NORTHING EASTING BEARING DISTANCE 1104148.923 872650.263 S 89`47'51 " E 630.770 1104146.694 873281.029 N 00°33'00" E 495.508 1104642.179 873285.786 N 89°47'51 " W 1003.051 1104645.723 872282.742 S 00`07' 13" W 277.913 1104367.810 872282.158 S 89'47'51 " E 368.053 1104366.510 872650.210 S 00"00'50" E 217.587 1104148.923 872650.263 Closure Error Distance> 0.00000 Error Bearing> N 90°00'00" E Closure Precision> 1 in 11497262013288.2 Total Distance> 2992.882 Polyline Area: 415950.43 sq ft, 9.55 acres 14.0 TUP OF 9. lnrr c N O I M _ M CN 0 10 FT WIDE F.P.&L (IIU) EASEMENT (21f.20') 630.77'M S 89'47'51 " E + 13.59 PC 0 0 O I 0 O O 0 I N M M I M O M 0 J W U Dc a a 011 0", x48 A�4 x 13.60 $ i 1 14.36 9KPD 3 �,�� xwu + % rnAcnArs I� O D 149.0' •' O o 6 x 14.43 + f sroRT DODULAR - 17.24 I rrase•66• 9 S� 13.5 • fw1w 1Tie ra Na XIS.444AAA to P �15.70 I sNi n 16.09 5 ner .' 15.61' '. 34.3' ` ' y§ i S7ORT CM LOArnas A PAVILION 1OAs 16.90' V i3.i 11 4.35 ' ia,21x J= NA7 dli6A 11 Y 24 b „-,,,,• sBan 215AT x 13.33 0 11.8 FN➢ 4X4 CM (NO ID) GLOBAL POSITIONING SYSTEM (GPS) NOTES O n 0 I d' O 0 O FND 4X4 CM NO (NO ID) 1(1 I r7 O ro M FND 1/2" IP (NO ID) EAST 0.74' Tail [l, ti2L9 1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. 2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. 3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING CARLSON SURVEY 2008. 4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS THE MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE 5J-17. 0 O O I O 0 0 1 N1 M 1 M 0 IM J W U 1r Q D_ V Z y � � ° U M ,: 9r, '^ W d A•)) c Q c W > a " o. Z �r w U- w N N Z a w rc ns W ON�WW (� >w j U oLLW y IOL CIO a v- _I Q z E P Q Z0 W = > I J S I O ti JN mp Q w > c�NN .-. 41A O LL O Z Z ° w LL z LU a 0 IIL a O = G. LOCATION MA STREET ADDRESS 5200 OLEANDER AVENUE, FORT PIERCE, FL 34982 LEGAL DESCRIPTION BEGINNING AT A STAKE AT THE CENTER OF OLEANDER AVENUE AND FOURTH STREET, ACCORDING TO THE PLAT OF WHITE CITY, BEING RECORDED IN PLAT BOOK 1, PAGE 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, THENCE RUN EAST 1060 FEET; THENCE RUN NORTH 495 FEET; THENCE RUN WEST 1060 FEET TO THE CENTER OF OLEANDER AVENUE; THENCE RUN SOUTH 495 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROM THE FOLLOWING TRACT OF LAND, TO WIT: BEGINNING AT THE INTERSECTION OF OLEANDER AVENUE AND FOURTH STREET, RUN EAST 400 FEET; THENCE RUN NORTH 217.5 FEET; THENCE RUN WEST 400 FEET TO THE EAST RIGHT OF WAY LINE OF OLEANDER AVENUE; THENCE RUN SOUTH ALONG RIGHT OF WAY 217.5 FEET TO THE POINT OF BEGINNING; SAID PLAT OF WHITE CITY FLORIDA, BEING RECORDED IN PLAT BOOK 1, AT PAGE 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. AND ALSO LESS THE WEST 68 FEET THEREOF. GENERAL NOTES 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE FLORIDA STATE PLANE COORDINATE SYSTEM, (EAST ZONE), NORTH AMERICAN DATUM OF 1983, NATIONAL GEODETIC SURVEY ADJUSTMENT OF 1990 (NAD 83/90) AND REFERENCED TO THE CENTERLINE OF OLEANDER AVENUE HAVING A BEARING OF N 00'07'13" E. 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON. 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS OR MURPHY ACT DEEDS. 6. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111C 0277 J, EFFECTIVE DATE FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. 8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF. 10. THE LAST DATE OF FIELD WORK WAS JANUARY 18, 2018. 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH AMERICAN DATUM OF 1988, BASE BENCHMARK ST. LUCIE COUNTY "RUSTY", ELEVATION = 14.04' 12. THE EXPECTED USE OF THE SURVEY AND MAP I$SCANNEC? BY COMMERCIAL. 3T LUCIE COUNTY G�1 > ~ tn Q m 4 <] r > Q q = f1] Ld W > o ~ ~ J ¢ :r ,z. 1L W > �' H V1 Q p O 1.L z Z f UU a F- Z Z W W > ID a- 14-I I- w L� Z Z 7) U a �1- O Q Ld Q A 0_ A R a A F7 a A m ¢ 0 > W & > W U Q U Q U Q U Q U Q U >- m 0 00 N 0 Ln v N N W Q ca Q O - wz �¢z IL 0: O a �NZg O U LL OFF_ Y Z <oD" 0?-E n/ V50,0-a ODNw<]OO LL O a N K U OfY00 T N��LL zQ r m Fzzo W U N z � 0=NFW ZI V > 1r zzo D a N <Fza <cc �- U o Z mwa3w v v Z ¢ ��OU = W �o VJ -FL Oom VI Z } UO ZmZO zd.i< H o 0 75 Z ©zwooaz�o U MmUF nno W O W 1oa�w 3: U Xixi °<My J z�oa jj �a<u <a 00 CHECKED BY, CA DATE; DEC 10, 2013 HORZ. SCALE; 1`60' VERT, SCALE; NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR & MAPPER. SEAL HARLES ARNOLD PROFESSIONAL SURVEYOR & MAPPER FLORIDA 8LICENSE NO. 4971 � RINTED DATE SHEET 1 OF 1 PROJECT NO. 13-817 - FND IP ' .. FND NAIL & DISK EAST 2.72' IN CUT OUT UNREADABLE I - 2.72' __________________________ _________ 3 °.. l L_......1_....-.L-.,,..J... I......._IL......-.L.....1__._.J._.._L..-L_.� WOOD DGE BRI _ ____ _ ----- 5-89-47f5 1" .0d'---.-_---- FND NAIL & DISK I ; ___ _ ____ IN CUT OUT '.. .' �..--..- _ RLS # 2391 '; .. L_I.-.I-_I-_1--T..��.-�..�.- SOUTH 3.78'�,'�...'._.. _..,.... ._......_..WEX.I GRASS _ -_ - _- -- ._1__ 8"X 6" TEE s' c.v. ..... _ _ .- Ei(-SVPAtE ----- --..-_-h-1-I-.-..♦--I.-_T_. T..T.T.-- - I I I I PARKING 1 1 1 1 1 1 1 PARKING - ..-_ __--L 11 EXI GRASS EX.I GROSS�- .CONST. I _...__-.,. PROP 8 WITE �- PEDESTRIAN N ♦ _ __.._ ._ _ `. CONNECT, . - °; ------ PP. 14' WIDE1 VEHICULAR CONNECTION TO BE COMPLETE COVENANT REFORMED PRESBYTERIAN CHURCH 1035.05 -._ - --. . -.-.- WATER CONCRETE SERVICE EX. METAL SLAB 24,14' �-( SHED R m N 0 5 97 EX. GRASS .I��,� ❑ ;, 12' X 2G PARKING 1003 ,., 'NEIL _._ _.._� BY SUMMER 2 19 ywooD DEO 54.94' _ _ -- J r ° TO COMPL TE RO OS D A ED ` QI B JAN. 2b19 a 135.33' =I ® EXISTING 3i aI EX. PROJECT LIFT 0 E 'OMPL TE =QLZo EXIST. PH �� ' IDENTIFICATION STATION BY JA 01 a viC) BLDG. B `o l SIGN a a, m 3,746 S.F. m - _ .__.___......._..._ I<I ° ti2I WIDE PORTS CACHE �on�> 0;1 STORY MODULAR X I , -_ � ; 5 HIGH X 10 WIDE ,..----. -. ,...-. .-...�-�. ° ._..__..-. -�,y PAVE4 ,X SEPTIC wiNi �(50 S. F.� L.1.:_ ?__.._._+ 6 a DRNEWAY• ; w S S AREA l L ` :: .• . : ae :. .• .. 1 JFT �`. • 35.75' 54.94' 1 TIT C VERED ENTRY S$ N EXIS. PING ' 6' WIDE ACCESS PATH (,'.X. DRIVEWAY 1 3 � I PA �°s' • 70.6T EXIST PARKING NPH I BLDG. CEXISTING PH -II PROPOSED PH-IVPARKING SANCTUARY SANCTUARY CONCRETE 2,165 S.F. z corm FACILITY FACILITY `� - _� __ �.... _. STORY ces IW `I 1.52SF 4,682 S.F. 4,682 S.F. / PAVILION 2-xISTING BLDG. HT. = 30'-0" BLDG. HT. = 30'-0" - _ _ _ .____ --------- - ._ __ .------ PAVED g.- � I M �ARKwc EX. FIRE DEPT. "•.. I I I I I I I I I I I I I 1 & BUS ®I �I CONCRETE '.'........... TURN AROUND L.1 O Q J m ' EX. 10' X 10 Z ® DUMPSTER D 12' a •.4 ENCLOSURE BRK PHASE III 1 a PROPOSED r r MODULAR ro o 1 - °'' MULTI -PURPOSE 68.00'------- - - - - - ANDICAP I I , ---.--_-..-.-._. ..-..- -...- - S 89.47 51 E 400.05 ° FND 4X4 GM FND 1" IF NORTH 1,93' WEST 35.23' � I I I 3403-332-0002-000-0 I I 0 LEGAL DESCRIPTION Iw o N BEGINNING AT A STAKE AT THE CENTER OF OLEANDER AVENUE AND 0 -` H STREET, ACCORDING TO IHE PLAT OF WHITE CITY, BEING FOURTH 0 V :5 n - RECORDED IN PLAT BOOK 1, PAGE 23, OF THE PUBLIC RECORDS OF ST. §I I o LUCIE COUNTY, FLORIDA, THENCE RUN EAST 1060 FEET; THENCE RUN 'C EN o NORTH 495 FEET; THENCE RUN ;JEST 1060 FEET TO THE CENTER OF O6 cc o w OLEANDER AVENUE; THENCE RUN SOUTH 495 FEET TO THE POINT OF BEGINNING, EXCEPTING THEREFROA THE FOLLOWING TRACT OF LAND, TO M Ed z WIT: co - o o BEGINNING AT THE INTERSECTION OF OLEANDER AVENUE AND FOURTH n ° STREET, RUN EAST 400 FEET; THENCE RUN NORTH 217.5 FEET; THENCE n 0 RUN WEST 400 FEET TO THE EAYT RIGHT OF WAY LINE OF OLEANDER AVENUE; THENCE RUN SOUTH ALJNG RIGHT OF WAY 217.5 FEET TO THE z POINT OF BEGINNING; SAID PLAT OF WHITE CITY FLORIDA, BEING c'i w1 RECORDED IN PLAT BOOK 1, AT PAGE 23, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, AND ALSO LESS THE EAST 68 FEET OF OLEANDER AVENUE THEREOF. FND 1" IP NORTH 1.92' EAST 4.52' 36.00' � no400.56' S 89 47'51 " E NORTH 0.41' SITEDATA 12. CONSTRUCTION SCHEDULE: START: JULY 2018 COMPLETE: AUGUST 2019 13. APPROVED LAND USE BREAKDOWN: 2014 SITE PLAN MODIFICATION 1. PROJECT NAME: THE CROSSING, A NETWORK COMMUNITY CHURCHES Acreage SgFootaae P Lt1,0,ge Sfff!!1f AI (FORMERLY KNOWN AS NEW HOPE BAPTIST CHURCH) Ex. Buildings 0.19 8,348 1.99U3TME (RESOLUTION NO. 92-240) Prop. Buildings 0.62 26,877 6.33 pp�� Pavement�p & Walks 1.27 55,211 13.00 f PPIM E 2. LOCATION: OLEANDER AVENUE SOUTH OF MIDWAY ROAD Open Space 7.47 325,414.6 76.59 3. OWNER/APPLICANT: THE CROSSING, A NETWORK OF COMMUNITY CHURCHES, LLC Right -of -Way Dedication 0.20 ,8 2. TOTAL 9.75 424,843 3.E 100.0 0 �I]��- MR. CARLTON C. BRIDGERS, PASTOR 8310 INDRIO ROAD 14. PROPOSED LAND USE BREAKDOWN: THIS APPLICATION FORT PIERCE, FL. 34951 IMPERVIOUS AREA SgFoo[aae Perof es iege PHONE: 772-905-7215 Acreage FAX: 772-465-5588 Ex, Buildings 0.31 13,382 3.22 Prop. Buildings 0.36 15,834 3.81':. 4. ENGINEER: RICHARD M. LADYKO, P.E.. Pavement & Walks 1.72 75,077 18.04 LADYKO DESIGN GROUP, LLC TOTAL 2.39 104,293 25.07 4400 BELLE GROVE DRIVE PERVIOUS AREA FORT PIERCE, FL, 34981 Open Space 7.15 311,657.4 74,93 PHONE: 772-530-8261 FAX: 772-464-1383 FLORIDA C.A.: #28610 5. SURVEYOR: ARNOLD SURVEYING, INC. L. CHARLES ARNOLD, P.S.M. 4888 N. KINGS HIGHWAY #425 FORT PIERCE, FL. 34951 PHONE: 772-460-8211 FAX: 772-460-8210 6. LANDSCAPE GREGORY BOGGS, ASLA ARCHITECT BOGGS PLANNING & LANSCAPE ARCHITECTURE 100 AVENUE A, SUITE 2E FORT PIERCE, FL. 34950 PHONE: 772-577-6473 CELL: 772-486-5228 7. TYPE OF PROJECT: CHURCH AND EDUCATIONAL FACILITIES 8. GROSS PROJECT SIZE: 415,950.4 S.F. 9.548 ACRES 9. FUTURE LAND USE: RU (RESIDENTIAL URBAN) 10, ZONING: I (INSTITUTIONAL) 11. PARCEL ID: 3403-323-0002-000-2 TOTAL 9,55 415,950.4 100.00 15. UTILITY SERVICE: WATER SERVICE: FORT PIERCE UTILITIES AUTHORITY (F.P.U.A.) SEWAGE TREATMENT: PROPOSED BUILDINGS F.P.U.A. SEWAGE TREATMENT: EXISTING BUILDINGS ON -SITE SEPTIC SYSTEM 16. SITE DRAINAGE: THE PROJECT HAS BEEN PERMITTED BY THE S.F.W.M.D. UNDER PERMIT NO. 56-01159-S. THE PERMIT WAS PREVIOUSLY ISSUED IN 1993. DISCHARGE IS TO NELSON'S DITCH VIA A ONSITE DRY DETENTION SYSTEM. 17. PARKING CALCULATIONS: RELIGIOUS FACILITIES SHALL HAVE 8.37 SPACES PER EVERY 1,000 s.f. OF WORSHIP AREA OTE Code 560) PER TIE ITE PARKING RATE GENERATION MANUAL, 4TH EDITION. A NUMBER OF THE SPACES MAY BE STABILIZED GRASS PARKING, Required Parking (8.37 spaces x 9,364/1000 s.f.) 78 Spaces Required Parking 78 Spaces Provided Parking Paved Parking 95 Spaces Grossed Parking 74 Spaces Total Provided 169 Spaces Total Provided 169 Spaces (Inc. 6 Handicapped) RAMP FACILITY _ HANDICAP RAMP 1640' EXISTING DRY DETENTION AREA..:..: 0 N L0 N FND IRC PSM 6330 SOUTH 3.06' 20' FIRE DISTRICT STABILIZED ACCESS 10' F.P.&L � EASEMENT SPARSEEY WOODED VIIIIIIIIIIIIJF., , S 89*47'51 " E PICNIC AREA I NOTES ! 6' SIDEWALK 1. TOP PORTION OF FTP 25 & 211 H SHALL HAVE A REFLECTIVE BLOE : SPGi`ICP BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 3,000 P.S.I. - CONCRETE 6" THICK STANDARD TRAFFIC AREA 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROI WITH BLACK OPAQUE LEGEND AND BORDER. PROPOSED FIELD RECREATiCNAL AREA 217.65' 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 1 1/2. R EOP 4. FTP 25 IS FOR AREAS WHERE SPACE IS LIMITED. SUBGRADE -STABILIZED TO LBR 100 _ 1/2• AND COMPACTED TO 98%MAX. DENSITY PER CONCRETE STOP) TYPICAL PAVEMENT SECTION AASHTO T-180. .000 12' TYPICAL HANDICAP - 4 PARKING BY +5 .e PARKING SPACE r SERIES PARKING BY 1.5 BURIES C. 4J•' DISABLED yr DISABLED ,.5 •, PERMIT i.56. . it BLUE PERMIT. ONLY ' =250 FINE ONLY 15 $250 FINE BLUE e BLUE - N JOINT NOTE; CONTRACTOR SMLLVPRONOE A COMPLETE .VINTNC PLAN FTP 25 r IP 26 TO BE APPROVE PRIOR TO CONSTRUCTOR TWICAL PAVEMENT JOINTING DETAIL HANDICAP PARKING DETAIL CONCRETE PAVEMENT SECTION N.T.S. -REVISIONS- BY RML RML DATE 4 19 2018 5/14/2018 REVISIONS PER ST. LUCIE COUNTY D.R.C. REVISIONS PER ST. LUCIE COUNTY REVISIONS PER ST. LUCIE COUNTY RML 7 25 201 COME REF• FIELD BK./PG, 4400 BELLE GROVE DRIVE adyko FT. PIERCE, FL. 34981 PHONE: 772-530.8261 eSlgn FAX: 772-464-1383 roup, LLC eiaginpod225@aol.com ENGINEERS, PLANNERS & CONSTRUCTION MANAGERS STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION NO.28610 BY DATE DESIGNED RML 1-18-18 CALCS. DRAWN RML 1-18-18 DETAILED CHECKED RML 2-27-18 APPROVED EXISTING OUTFALL -� "NELSON'S DITCH" PER S.F.W.M.D. PERMIT #56-01159-S HAD 4X4 CM (NO ID) II I I II I I II I I I I I 0 I� SITE In LOCATION MAP FND IP (NO ID) EAST 0.74' IIIN 0 9 + V 6' HIGH WOODEN FENCE PER SECTION 7.09.04 I 5'x2' DETECTABLE WARNING SURFACE PER DOT 304 0,E v VV�SOD TUFFTRACK GRASS & GRAVEL PAVER 6" COQUINA ROCK BASE (LBR 100)** 12" STABILIZED SUBGRADE (LBR 40 (MIN))** STABILIZED EMERGENCY ACCESS **COMPACTED TO 98% OF MAX. DENSITY PER AASHTO T-180 NOTE: TUFFTRACK GRASS & GRAVEL SYSTEM FILLED WITH CLEAN SHARP SAND <.e '.1 4 4 " 4 6" THICK, 3P.S.I. CONCRETE W/ 0 1 FIBERMESH ®1/5 LB/C.Y. 12" STABILIZED SUBGRADE (LBR 40 (MIN)) ** ** COMPACTED TO 98% OF MAX. DRY DENSITY AS PER AASHTO T-180 CONCRETE PAVEMENT SECTION SLOPES VARY (3) 6' BLUE STRIPES 1 1/2" SUPERPAV SP-12.5 TRAFFIC LEVEL C EVENLY SPACED 8" COQUINA BASE (PRIMED) (LBR 100 (MIN))** 60 DOUBLE BLUE 12" STABILIZED SUBGRADE (LBR 40 MIN.)** 6' STRIPE ** COMPACTED TO 98% OF MAX. DRY DENSITY AS PER AASHTO T-180 Planning & ®eveiop�nea�t Services ALT. ASPHALT PAVEME CTION 5 JUL 2 7 2018 RECEIVED JDYMK FL. REG. IN . 34289 THE CROSSING - OLEANDER AVENUE CAMPUS DATE: 1/18/18 (F.K.A. NEW HOPE BAPTIST CHURCH) VRIZ. SCALE: 1"=4C ERT. SCALE: 1"=40' JOB No, 18-025 MINOR ADJUSTMENT TO MAJOR SITE PLAN SHEET 1 OF 1 , MECHANICAL NOTES 1. ALL SUPPLY AIR REGISTERS SHALL BE 10 INCHES X 10 INCHES ADJUSTABLE W /10 INCHES X 20 INCHES (INSIDE) OVERHEAD FIBERGLASS DUCT, UNLESS OTHERWISE SPECIFIED, DUCTS LOCATED IN VENTILATED ATTIC SPACES SHALL HAVE AN R-6.INSULATION VALUE. DUCTS LOCATED IN UNCONDITIONED INTERIOR SPACE. INTERIOR SPACES SHALL HAVE AN R-4.2 INSULATION VALUE. 2. RESTROOM VENT FANS SHALL PROVIDE 50 CFM MINIMUM PER WATER CLOSET AND / OR URINAL. 3. VENT FANS SHALL BE DUCTED TO THE EXTERIOR AND TERMINATE AT AN APPROVED VENT CAP. 4. HVAC EQUIPMENT SHALL BE EQUIPPED WITH OUTSIDE FRESH INTAKES PROVIDING 20 CFM FOR EACH OCCUPANT OR 50 CFM FOR EACH WATER HEATER CLOSET AND EACH URINAL WHICH EVER IS GREATER. PLUMBING NOTES 1. CUSTOMER ASSUMES ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES AND SERVICE SINK WHEN NOT SHOWN ON THE FLOOR PLAN, 2. TOILETS SHALL BE ELONGATED WITH NON -ABSORBENT OPEN FRONT SEAT. 3. RESTROOMS WALLS SHALL BE COVERED WITH NON -ABSORBENT MATERIAL TO A MINIMUM HEIGHT OF 72 INCHES A.F.F. 4. ALL PLUMBING FIXTURES SHALL HAVE SEPARATE SHUT-OFF VALVES. 5. WATER HEATER SHALL HAVE SAFETY PAN WITH 1 INCH DRAIN TO EXTERIOR, T & P RELIEF VALVE WITH DRAIN TO EXTERIOR, AND A SHUT OFF VALVE WITHIN 3 FEET ON A COLD WATER SUPPLY LINE. 6. DWV SYSTEM SHALL BE EITHER ASS OR PVC - DWV. 7. WATER SUPPLY LINES SHALL BE POLYBUTYLENE, CPVC, OR TOPPER; WHEN POLYBUTYLENE SUPPLY LINES ARE INSTALLED THE MAXIMUM WATER HEATER TEMPERATURE SETTING IS 180- F. THE POLY- BUTYLENE PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES LIMITATIONS AND 8. INSTRUCTIONS. WATER CLOSETS ARE TANK TYPE AND URINALS ARE FLUSH TANK TYPE UNLESS OTHERWISE SPECIFIED. 9. BUILDING DRAIN AND CLEANOUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS. SUBJECT TO LOCAL JURISDICTION APPROVAL. 10, SHOWERS SHALL BE CONTROLLED BY AN APPROVED MIXING VALVE WITH A MAXIMUM WATER OUTLET 11. TEMPERATURE OF 120` F (48.8- C). THERMAL EXPANSION DEVICE, IF REQUIRED BY WATER HEATER INSTALLED, AND IF NOT SHOWN ON - PLUMBING PLAN, IS DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION AND APPROVAL. ELEVATION NOTES 1. SEE CROSS SECTION FOR METHOD OF ROOF VENTILATION 2. HANDICAP RAMP(S), STAIRS, AND HANDRAILS ARE TO BE DESIGNED AND SITE INSTALLED BY OTHERS, SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 3. FOUNDATION ENCLOSURE ( WHEN PROVIDED) MUST HAVE 1 SQUARE FOOT NET VENT AREA PER 1/1 1/150TH OF THE FLOOR AREA AND AN 18" X 24" MINIMUM CRAWL SPACE ACCESS, SITE INSTALLED BY OTHERS, SUBJE TO LOCAL JURISDICTION. AND APPROVAL. ADDITIONAL PROJECT INFORMATION - BUILDING IS TO BE RECERTIFIED - ORIGINAL BUILDING TRACKING: - - SERIAL: - 0052001-01, 0052001-02, 0052001-03, 0052001-04, 0052001-05, 0052001-06, 0052001-07, 0052001-08, 0052001-09, 0052001-10, 0052001-11, 0052001-12 - SCOPE OF WORK - PERFORM HVAC MAINTENANCE IN PROGRESS - CLEAN / PAINT I -BEAM ON FRAME - CLEAN / PAINT SIDING -CEILING GRID MAINTENANCE IN PROGRESS - RESTROOM FIXTURES TO BE REPLACED AS REQUIRED - COMPLIANCE METHOD: PRESCRIPTION COMPLIANCE METHOD -WORK CLASSIFICATION LEVEL: ALTERATION LEVEL ADDITIONAL 3RD PARTY INFORMATION A SIGNED / SEALED SET OF PLANS IS MAINTAINED ON FILE IN THE 3RD PARTY AGENCY OFFICE. THESE PLANS COMPLY WITH FLORIDA PRODUCT APPROVAL RULE 61G20-3.006. 0 N MODULAR STRUCTURE FORm GENERAL NOTES 1. ACCESS TO BUILDING FOR PERSONS IN WHEELCHAIRS IS DESIGNED BY AND FIELD BUILT BY OTHERS AND SUBJECT TO ALL LOCAL JURISDICTIONS, AT LEAST 50% OF PUBLIC ENTRANCES (INCLUDING PRIMARY ENTRANCE) AND ALL REQUIRED EXITS MUST BE ACCESSIBLE, 2. ALL DOORS SHALL BE OPERABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BLOTS SHALL NOT BE USED. 3. ALL GLAZING WITHIN A 48 INCH ARC OF DOORS, WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR, AND ALL GLAZING IN DOORS SHALL BE SAFETY, TEMPERED OR ACRYLIC PLASTIC SHEET. 4. ALL STEEL STRAPS REFERENCED ON FLOOR PLAN SHALL BE.1.5 INCH X 26 GA. W/ (8) 15 GA. X 7/16 INCH CROWN X 1 1/2 INCH STAPLES WITH A MINIMUM OF V PENETRATION EACH END OF STRAP. 5. MIN. CORRIDOR WIDTH IS 44 INCHES. 6. MIN. CORRIDOR FINISH IS CLASS B (GYPSUM). 7. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE TO BE SUPPLIED AND SITE INSTALLED BY OTHERS SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 8. PLAN REVIEW AND INSPECTION REQUIRED BY CHAPTER 633 F.S. TO BE DONE BY THE LOCAL FIRE SAFETY INSPECTOR. 9. PORTABLE FIRE EXTINGUISHER PER N.F.P.A.- 101 INSTALLED BY OTHERS ON SITE, AND SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 10. THIS BUILDING REQUIRES A FIRE SEPARATION DISTANCE IN ACCORDANCE WITH TABLE 602 OF THE FLORIDA BUILDING CODE, 6TH EDITION (2017). 11. WHEN LOW SIDE OF ROOF PROVIDES LESS THAN 6" OF OVERHANG GUTTERS AND DOWNSPOUTS WILL BE REQUIRED, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION. 12. IN WIND BORNE DEBRIS REGIONS, EXTERIOR GLAZING SHALL BE PROTECTED WITH AND IMPACT RESISTANT COVERINGOR WITH MINIMUM 7/16" WOOD STRUCTURAL PANELS PER SECTION 1609.1.2 OF THE FBC. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED PER TABLE 1609.1.2 THE IMPACT RESISTANT COVERING OR WOOD STRUCTURAL PANELS ARE TO BE PROVIDED ON SITE BY OTHERS. SUBJECT TO LOCAL JURISDICTION AND APPROVAL. WIND BORNE DEBRIS REGIONS ARE AREAS WITHIN ONE MILE OF THE COASTAL MEAN HIGH WATER LINE WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER AND AREAS WHERE THE ULTIMATE DESIGN WIND SPEED IS 140 MPH OR GREATER. 13. ALL MATERIALS USED IN THE CONSTRUCTION OF THE BUILDING WHICH ARE COVERED BY THE FLORIDA BUILDING COMMISSION CHAPTER 61G20-3.006 RULES SHALL HAVE CURRENT FLORIDA PRODUCT APPROVAL. 14. THESE PLANS COMPLY WITH THE FLORIDA BUILDING CODE, 6TH EDITION (2017). 16. THE RAISED SEAL SET OF PLANS ARE ON FILE IN THE THIRD PARTY AGENCY'S OFFICE AS DIRECTED BY DBPR. 16. EMERGENCY LIGHTING SHALL BE CAPABLE OF PROVIDING INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE AND A MIN. OF A PC MEASURED ALONG THE EGRESS AT THE FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO .6 C AVERAGE AND A MINIMUM AT ANY POINT . 6 PC AT THE END OF THE EMERGENCY LIGHT TIME MAXIMUM -TO -MINIMUM ILLUMINATION OF 0 DURATION. A MAXIMU O UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED, THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES. I ELECTRICAL NOTES I 1. ALL CIRCUITS AND EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH THE APPROPRIATE ARTICLES OF THE NATIONAL ELECTRICAL CODES (NEC), 2. WHEN LIGHT FIXTURES ARE INSTALLED IN CLOSETS THEY SHALL BE SURFACE MOUNTED OR RECESSED, INCANDESCENT FIXTURES SHALL HAVE COMPLETELY ENCLOSED LAMPS. SURFACE MOUNTED INCANDESCENT FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 12 INCHES AND ALL OTHER FIXTURES SHALL HAVE A MINIMUM CLEARANCE OF 6 INCHES FROM " STORAGE AREA" AS DEFINED BY NEC 410-8 (a) T INSTALLED THEY SHALL B 3. WHEN WATER HEATERS ARE TALLED S E PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE WATER HEATERS SERVED. THE BRANCH CIRCUIT SWITCH OR CIRCUIT BREAKER SHALL BE PERMITTED TO SERVE AS THE DISCONNECTING MEANS ONLY WHERE THE SWITCH OR CIRCUIT BREAKER IS WITHIN SIGHT FROM THE WATER HEATER OR IS CAPABLE OF BEING LOCKED IN THE OPEN POISON. 4. HVAC EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT SWITCH WITH A MARKED " OFF "POSITION THAT IS A PART OF THE HVAC EQUIPMENT AND DISCONNECTS ALL UNGROUNDED CONDUCTORS SHALL BE PERMITTED AS THE DISCONNECTING MEANS WHERE OTHER DISCONNECTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT. 6. THE MAIN ELECTRICAL PANEL AND FEEDERS ARE DESIGNED BY OTHERS, SITE INSTALLED AND SUBJECT TO LOCAL JURISDICTION APPROVAL. 7. ALL CIRCUITS CROSSING OVER MODULE MATING LINE(S) SHALL BE SITE CONNECTED WITH APPROVED ACCESSIBLE JUNCTION BOXES OR CABLE CONNECTORS, 8. REFERENCE STATE APPROVED PACKAGE FOR ELECTRICAL RISER DIAGRAM. 9. FIRE ALARM PULL STATION OPERABLE DEVICE SHALL BE LOCATED 42 TO 45 INCHES ABOVE THE FLOOR. FIRE ALARM HORN / STROBE DEVICE SHALL BE WALL MOUNTED WITH THE BOTTOM EDGE 80 INCHES ABOVE THE FLOOR APPLICABLE. 10. EXTERIOR LIGHTS NOT INTENDED FOR 24 HOUR USE AND SHALL BE CONNECTED TO A PHOTOCELL OR TIMER. 11, ALL RECEPTACLES INSTALLED IN WET LOCATIONS (EXTERIOR) SHALL BE IN WEATHER PROOF (W.P.) ENCLOSURES. THE INTEGRITY OF WHICH IS NOT AFFECTED WHEN AN ATTACHMENT PLUG CAP IS INSERTED OR REMOVED. 12, WHEN NOT SHOWN ON THE PLANS PROVISIONS FOR EXIT DISCHARGE LIGHTING (INCLUDING EXIT DISCHARGE EMERGENCY LIGHTING) ARE DESIGNED BY OTHERS AND THE RESPONSIBILITY OF THE BUILDINGS OWNER AND SUBJECT TO LOCAL JURISDICTION APPROVAL. ACCESSIBILITY NOTES 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BE DISPLAYED AT ALL ACCESSIBLE RESFROOM FACILITIES AND AT ACCESSIBLE BUILDING ENTRANCES UNLESS ALL ENTRANCES ARE ACCESSIBLE, INACCESSIBLE ENTRANCES SHALL HAVE DIRECTIONAL SIGNS INDICATING THE ROUTE TO THE NEAREST ACC._'.SSIBLE ENTRANCE. 2. ACC-SSIBLE DRINKING FOUNTAINS SHALL HAVE A SPOUT HEIGHT NO HIGHER THAN 36 INCHES ABOVE THE FLOOR AND EDGE OF BASIN NO HIGHER THAN 34 INCHES ABOVE THE FLOOR FOR INDIVIDUALS IN WHEEL- CH:;RS. ADDITIONALLY, DRINKING WATER PROVISIONS SHALL BE MADE FOR INDIVIDUALS WHO HAVE DIFFICULTY IN BENDING. 3. WHERE STORAGE FACILITIES SUCH AS CABINETS, SHELVES, CLOSETS, AND DRAWERS ARE PROVIDED AT LEAST ONE OF EACH TYPE PROVIDED SHALL CONTAIN STORAGE SPACE COMPLYING WITH THE FOLLOWING: DOORS, ETC. TO SUCH SPACES SHALL BE ACCESSIBLE (i.e.. TOUCH LATCHES, U-SHAPED PULLS): SPACES SHALL BE WITHIN 15 INCHES MINIMUM AND 48 INCHES MAXIMUM OF THE FLOOR FOR FORWARD REACH OR 9 INCHES MINIMUM AND 54 INCHES MAXIMUM, OF THE FLOOR FOR SIDE REACH; CLOTHES RODS SHALL BE A MINIMUM OF 54 INCHES ABOVE THE FLOOR (48 INCHES MAXIMUM WHEN DISTANCE FROM WHEELCHAIR TO ROD EXCEEDS 10 INCHES). 4. COP+TROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE NO HIGHER THAN 45 INCHES ABOVE THE FLOOR FOR FRONT APPROACH OR 54 INCHES ABOVE THE FLOOR FOR SIDE APPROACH. RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15 INCHES ABOVE THE FLOOR. EXCEPTION: HEIGHT LIMITATIONS DO NOT APPLY WHERE THE USE OF SPECIAL EQUIPMENT DICTATES OTHERWISE OR WHERE ELECTRICAL RECEPTACLES ARE NOT NORMALLY INTENDED FOR USE BY BUILDING OCCUPANTS. 5. WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THEY SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS. THE VISUAL ALARMS SHALL BE LOCATED THROUGHOUT, INCLUDING RESTROOMS, AND PLACED 80 RICHES ABOVE THE FLOOR OR 6 INCHES BELOW CEILING, WHICHEVER IS LOWER. 6. DOORS TO ALL ACCESSIBLE SPACES SHALL HAVE ACCESSIBLE HARDWARE (i.e. LEVER - OPERATED, PUSH - TYPE, U - SHAPED) MOUNTED NO HIGHER THAN 48 INCHES ABOVE THE FLOOR. 7. ALL DOORS SHALL BE OPEN -ABLE BY A: SINGLE EFFORT, THE MAXIMUM FORCE REQUIRED TO OPEN A DOOR SHALL NOT EXCEED 8.5 LBS. FOR EXTERIOR SWINGING DOORS AND 5 LBS. FOR ALL SLIDING, FOLDING, AND INTERIOR SWINGING DOORS. 8. FLOOR SURFACES SHALL BE STABLE, FIRM, AND SLIP-RESISANT. CHANGES IN LEVEL BETWEEN 0.25 INCHES ANO0.5 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, CHANGES IN LEVEL GREATER THAN 0.5 INCH REQUIRE RAMPS. CARPET PILE THICKNESS SHALL BE 0.5 INCH MAX. GRATINGS IN FLOOR SHALL HAVE SPACES NO GREATER THAN 0.5 INCH WIDE IN ONE DIRECTION. DOORWAY THRESHOLDS SHALL NOT EXCEED 0.5 INCH IN HEIGHT. 9. ACCESSIBLE WATER CLOSETS SHALL BE 17 INCHES FROM THE FLOOR TO THE TOP OF THE SEAT. GRAB BARS SHALL BE 36 INCHES LONG MINIMUM WHEN LOCATED BEHIND THE WATER CLOSET AND 42 INCHES MINIMUM WHEN LOCATED ALONG THE SIDE OF THE WATER CLOSET, AND SHALL BE MOUNTED 33" MIN. & 36" MAX. FROM FLOOR TO THE TOP OF THE RAIL. 10. ACCESSIBLE URINALS SHALL BE. STALL -TYPE OR WALL HUNG WITH ELONGATED RIMS AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR. 11. ACCESSIBLE LAVATORIES SHALL BEM HE RIM NO HIGHER THAN 34 INCHES ABOVE THE FL MOUNTED WITH T 0 00R AND A CLEARANCE OF AT LEAST 29 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE APRON. 12. ACCESSIBLE SINKS SHALL BE MOUNTED WITH RIM NO HIGHER THAN 34 INCHES ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27 INCHES HIGH, 30 INCHES WIDE, AND 19 INCHES DEEP UNDERNEATH THE SINK. THE SINK DEPTH SHALL BE 6.5 INCHES MAXIMUM. 13. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT CONTACT. INSULATION OR PROTECTION MATERIAL MAY BE SITE INSTALLED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. 14. ACCESSIBLE LAVATORIES AND SINKS SHALL HAVE ACCESSIBLE FAUCETS ( i.e. LEVER- OPERATED, PUSH -TYPE, ELECTRONICALLY CONTROLLED). 15, WHERE MIRRORS ARE TO BE PROVIDED ABOVE A LAVORITORY OR COUNTERTOP, IT SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40 INCHES ABOVE FINISHED FLOOR. 16. WHERE ONE SHALL BE LOCATED WITH 6 ERE MEDICINE CABINETS ARE PROVIDED, AT LEAST O H A USABLE SHELF NO HIGHER THAN 44 INCHES ABOVE THE FLOOR. 17. GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25 INCHES TO 2 INCHES IN DIAMETER WITH 1.5 INCHES CLEAR SPACE BETWEEN THE BAR AND THE WALL. 18. TOILET STALL DOORS SHALL BE THE SELF -CLOSING TYPE. 19. A TOWEL DISPENSER SHALL BE LOCATED ADJACENT TO ALL ACCESSIBLE LAVATORIES. 20. WATER CLOSET FLUSH CONTROL SHALL BE MOUNTED ON THE WIDE SIDE OF THE CLOSET. I SITE INSTALLED NOTES I NOTE: THAT THIS LIST DOES NOT NECESSARILY LIMITS THE ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL SITE RELATED ITEMS ARE RELATED ITEMS ARE SUBJECT TO LOCAL JURISDICTION AND APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE DOWN SYSTEM. 2. RAMPS, STAIRS AND GENERAL ACCESS TO THE BUILDING. 3. PORTABLE FIRE EXTINGUISHER(S). 4. DRINKING FOUNTAIN, BUILDING DRAINS, CLEAN -OUTS, AND HOOK-UP TO PLUMBING SYSTEM. 5. ELECTRICAL SERVICE HOOK-UP (INCLUDING FEEDERS) TO THE BUILDING. 6. THE MAIN ELECTRICAL PANEL AND SUB -FEEDERS (MULTI -UNITS ONLY). 7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING LINE(S) - (MULTI -UNITS ONLY). 8. STRUCTURAL AND AESTHETIC INTERCONNECTIONS BETWEEN 9. WINDOW AND DOOR HIGH WIND STORM COVERINGS PER CODE. 10. GUTTERS AND DOWNSPOUTS (IF APPLICABLE). 11. SINK AND CABINETS. 12, FIRE ALARM SYSTEM, WIRING, ETC (IF APPLICABLE). 13. THERMAL EXPANSION DEVICE (IF REQUIRED). STRUCTURAL LOAD LIMITATIONS DESIGN CODES FLORIDA BUILDING CODE, 6TH EDITION (2017) ASCE 7-10 CODE BUILDING DAD LOADS A. ROOF = 10 PSF B. FLOOR = 10 PSF C. WALLS = 5 PSF BUILDING LIVE LOADS A. ROOF = 20 PSF B. FLOOR = 50 PSF 'CONCENTRATED LOAD. C. CORRIDOR = 100 PSF "OVER 30 INCH C 20 INCH AREA LOCATED ANYWHERE ON FLOOR. ROOF SNOW LOAD: N/A WIND LOAD CRITERIA 1. 170 Vult WIND SPEED (MPH) 2. II RISK CATEGORY 3. II BUILDING CATEGORY 4. ENCLOSED ENCLOSURE CLASSIFICATION 5. GCpI = 0.18 INTERNAL PRESSURE COEFFICIENT 5. B EXPOSURE FACTOR 6. 0.85 WIND DIRECTIONALITY FACTOR (Kd) 7. 0.86 GUST RESPONSE FACTOR (Gh) 8. Pr= -93.0 PSF MAIN FRAME STRUCTURE OVERTURNING LOAD 9. COMPONENT & CLADDING LOAD (ROOF) Pr = 93.0PSF (WALL) PW = 49.3 PSF 10. ENCLOSED BUILDING CERTIFICATION 11. THIS BUILDING IS NOT DESIGNED FOR PLACEMENT ON THE UPPER HALF OF A HILL OR ESCARPMENT EXCEEDING 15 FEET IN HEIGHT. SEISMIC LOAD: N/A FLOOD LOAD: THIS BUILDING IS NOT DESIGNED TO BE SUBMERGED OR SUBJECTED TO WAVE ACTION WHEN LOCATED IN A FLOOD PRONE OR ZONE AREA. FINISH FLOOR ELEVATION MUST BE LOCATED ABOVE THE BUILDING SITE FLOOD PLANE LEVEL, STATE CODES FLORIDA FLORIDA BUILDING CODE, 6TH EDITION (2017) FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) FLORIDA MECHANICAL CODE, 6TH EDITION (2017) FLORIDA PLUMBING CODE, 6TH EDITION (2017) FLORIDA FUEL GAS CODE, 6TH EDITION (2017) FLORIDA ACCESSIBILITY CODE, 6TH EDITION (2017) 2014 NATIONAL ELECTRIC CODE OCCUPANCY TYPE: E (EDUCATION) CONSTRUCTION TYPE: TYPE IV-B DRAWING INDEX Cl COVER SHEET Al FLOOR PLAN W A1.1 FLOOR PLAN'B' A1.2 ELECTRICAL PLAN 'A' A1.3 ELECTRICAL PLAN 'B' A2 ELEVATION PLAN LISANG AGENCY APPROVAL: MODULAR PLANS DESIGN, CO. BUILDING CODE FBC, 6TH EDITION (2017) FIRE/LIFE SAFETY CODE FFPC, 6TH EDITION (2017) ELECTRICAL CODE 2014 NATIONAL ELECTRICAL CODE BUILDING TYPE MANUFACTURED BUILDING CONSTRUCTION TYPE IV-B OCCUPANCY EDUCATION OCCUPANT LOAD 558 PERSONS FLOORS ALLOWABLE 1 WIND SPEED 170 Vult (Exp. B) FIRE PROTECTION FIRE SUPPRESSION SYSTEM No FIRE RATING OF EXT WALLS 0 PLAN NO. MPD-0618 FLOOR LIVE LOAD 50 PSF ST. LU FLOOR DEAD LOAD 10 PSF ROOF LIVE LOAD 20 PSF FIRE ROOF DEAD LOAD 10 PSF R' RATING FOR FLOOR,WALL,ROOF R-11, R-11, R-19 ""E APPROVA_ DATE IZEYIE MANUFACTURER MODSPACE HIGH VELDCITY HURRICANE ZONE No DATE: # OF MODULES 12 SQ FOOTAGE 11,152 SQ/FT HURRICANE PROTECTION USAGE No HURRICANE SH ELTER HELTER USAGE No - MODULAR PLANS DESIGN COMPANY PLA]REVIEW t LIO 13RBE(30SO LORIDA P.E. 38759 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY 790 LUCI4" CUNT ANI BY: COMPLIANCE PLANS AND PERMIT MUST BE KEPT ON JOB SITE OR NO INSPECTION(S) WILL E MADE CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND, FL 33803 W UCN CN N CN m IfLL � r. ui o) v/ J Lo 0 00 LLl p , NZI� O L0 0 ��� C O O LL �W�/ U �D�/ LL 0� L.L D 0 O 2 REVISION DATE: DATE: 02-19 A14D ALL PROPOSED WORK "ijj=TOANYCORRECTIONS DRAWN: F REQUIRED BY FIELD INSPEC-^ ", 4' JOB MPD 1VL. t `14Y BC NECFSP. RI' 1N COMPLYIWY)1¢�„d%,4gJ�i (CIS Qk tlL'L .; 1 SHEET NO. I)nO c C) COPYRIGHT 2017 - MODULAR PUNS DESIGN COMPANY �� w FLOOR PLAN 'A' SCALE: 1/4" = 1'-0" I F_N:1 KEY PLAN SCALE: 1/32" = 1'-0" m 1 1/2" DOMESTIC WATER 4"SANITARY RRRVICC MPD CO. CODE REVIEW JULIO ORBEGOSO FLORIDA PE LICENSE #38769 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY QTY HEADEF 2 1 DBL 2xA LT, CLOSER, & / 12 DBL 2x' 24 DBL 2V QTY HEADEF 48 DBL 2x4 24 DBL 2x4 LAV W/C (TYPICAL OF 3) 2" VTR (TYPICAL OF 3) DWV RISER - SECTION .__ SCALE: 1/4" = 1'-0" Wick CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND, FL 33803 REVISION DATE: THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS . REQUIRED BY FIELD INSPECTORS THAT "- AAY BE' NECESMRY IN ORDEP TO ig COMPLY VYI IH a :L COPYRIGHT 2017 - MODULAR PLANS DESIGN COMPANY W U 04 04 >o Q " M N ^^ W LL W V J -JI O co Q N Z n o0 75 "ov w U n 02-19-2018 DRAWN: R.L.G. SHEET NO. Al I IIIIIIIIIIIIIIIIIIN FLOOR PLAN 'B' .............................. SCALE: 1/4" = 1' D" Mo KEY PLAN SCALE: 1/32" = 1'-D" 1 1/2" DOMESTIC WATER MPD CO. CODE REVIEW JULIO ORBEGOSO FLORIDA PE LICENSE #38769 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY ITY HEADER JACKS KINGS COMMENTS 2 DBL 2x4 1 1 EXISTING CLOSER, & ADA THRESHOLD 12 DBL 2x4 1 1 EXISTING 24 DBL 2x4 1 1 EXISTING ITY HEADER JACKS KINGS COMMENTS 48 DBL 2x4 1 1 EXISTING 24 DBL 2x4 1 1 EXISTING LAV W/C LAV _ W/C (TYPICAL OF 3) SUPPLY RISER @ SECTION _. SCALE', 1)4"=1'0" 2" VTR DWV RISER @ SECTION SCALE: 1/4"=1'-0" _ CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND, FL 33803 REVISION DATE: - AS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED by FIELD INSPECTORS THAT ;. I'AAY S[' NEQESPARY IN ORM TO CO"fiPLY 6Y!'tH rL t,;`I.ICA:^ taODES" © COPYRIGHT 2017 - MODULAR PLANS DESIGN COMPANY W U N 04 M N ^^ W LLCD VJ 00 Q W p °� N Z r {gam 0 I.J_ O LL W U � Q , U u) 0 O . J r) 0 2 DATE: 02-19 DRAWN: R. JOB: MPD-( SHEET NO. Al ELECTRICAL PLAN 'A' SCALE: 114" = 1'-0" ELECTRICAL PANEL "A" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 1 HVAC @ 10.9 KW 9 RECEPTS @ 180 VA / 1000 TOTAL 16.69 KW TOTAL / 240 X 1000 69.54 AMPS INSTALL 125 AMP PANEL 120/240V 10 4.17 10.9 1.62 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "C" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 4.17 1 HVAC @ 10.9 KW 10.9 7 RECEPTS @ 180 VA / 1000 1.26 2 FANS @ .3 KW X 1.25 0.75 TOTAL 17.08 KW TOTAL / 240 X 1000 71.17 AMPS INSTALL 126 AMP PANEL 120 / 240V 10 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. WIG, 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A 1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "E" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 1 HVAC @10.9KW 9 RECEPTS @180 VA / 1000 TOTAL 16.69 KW TOTAL / 240 X 1000 69.54 AMPS INSTALL 125 AMP PANEL 120 / 240V 10 4.17 109 1 62 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A1P 12-2 2 RECEPTS 20A1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL MPD CO. CODE REVIEW JULIO ORBEGOSO FLORIDA PE LICENSE #38769 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY ELECTRICAL PANEL "B" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 1 HVAC @ 10.9 KW 7 RECEPTS @ 180 VA / 1000 2 FANS @ .3 KW X 1.26 TOTAL 17.08 KW TOTAL / 240 X 1000 71.17 AMPS INSTALL 125 AMP PANEL 120/240V 10 4.17 10.9 1.26 0.75 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A 1 P 12-2 2 RECEPTS 20A 1 P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "D" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 1 HVAC @ 10.9 KW 9 RECEPTS @ 180 VA / 1000 TOTAL 16.69 KW TOTAL / 240 X 1000 69.54 AMPS INSTALL 125 AMP PANEL 120 / 240V 10 4.17 10.9 1.62 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. WIG. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A1P 12-2 2 RECEPTS 20A1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "F" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 1 HVAC @10.9KW 7 RECEPTS @ 180 VA / 1000 2 FANS @ .3 KW X 1.25 TOTAL 17.08 KW TOTAL / 240 X 1000 71.17 AMPS INSTALL 125 AMP PANEL 120 / 240V 10 4.17 %9 1.26 0,75 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU, NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A 1 P 12-2 2 RECEPTS 20A1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND, FL 33803 REVISION DATE: i HLO'E PLANS AND ALL PROPOSED WORK / n ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT AAY BE NECEV.SRY INORDEP Mot W U I..L 0 0 2 I..1_ 0 LL U 0 0 2 v LU 04 M N Q -i LL d1 �O00 W p N Z I� 0gc:) 0 Lr)Ov W U n� lrin v / 0 0 DATE: 02-15-21 DRAWN: Rl JOB: MPD-01 SHEET NO. Al KEY PLAN SCALE: 1/32" = 1'-0';- COPYRIGHT 2017 - MODULAR PLANS DESIGN COMPANY .Ir m ELECTRICAL PLAN 'B' SCALE: 1W = 1'-T ELECTRICAL PANEL "G" SIZING I DESCRIPTION: I .0035 KW SF X 952 SF X 1.25 1 HVAC @10.9KW 7 RECEPTS @ 180 VA / 1000 2 FANS @ .3 KW X 1.25 TOTAL 17.08 KW INSTALL 125 AMP PANPS EL 120 / 240V 10 4.17 10.9 1.26 0.75 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. WIG. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A 1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "I" SIZING I DESCRIPTION: I .0035 KW SF X 952 SF X 1.25 1 HVAC @ 10.9 KW 9 RECEPTS @ 180 VA / 1000 TOTAL 16.69 KW TOTAL / 240 X 1000 69.54 AMPS INSTALL 125 AMP PANEL 1201240V 10 4.17 10.9 1.62 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. WIG. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "K" SIZING I DESCRIPTION: I .0035 KW SF X 952 SF X 1.25 1 HVAC @10.9KW 7 RECEPTS @ 180 VA 11000 2 FANS @ .3 KW X 1.25 TOTAL 17.08 KW TOTAL / 240 X 1000 71.17 AMPS INSTALL 125 AMP PANEL 120 / 240V 10 MPD CO. CODE REVIEW JULIO ORBEGOSO FLORIDA PE LICENSE #38769 4.17 10.9 1.26 0.75 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY ELECTRICAL PANEL "H" SIZING I DESCRIPTION: I .0035 KW SF X 952 SF X 1.25 1 HVAC @10.9KW 9 RECEPTS @ 180 VA / 1000 TOTALTOTAL 16.69 KW PS STALL 125 AMP PANEL 120 / 240V 10 IN 4.17 10.9 1.62 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A 1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "J" SIZING I DESCRIPTION: I .0035 KW SF X 952 SF X 1.25 1 HVAC @ 10.9 KW 7 RECEPTS @ 180 VA / 1000 2 FANS @ .3 KW X 1.25 TOTAL/TOTAL 17,08 KW 1PS STALL 125 AMP PANEL 120 /240V 10 IN 4.17 10.9 1.26 0.75 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A 1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "L" SIZING DESCRIPTION: .0035 KW SF X 952 SF X 1.25 1 HVAC @ 10.9 KW 9 RECEPTS @ 180 VA / 1000 TOTAL 16.69 KW TOTAL 1240 X 1000 69.54 AMPS INSTALL 125 AMP PANEL 120 / 240V 10 4.17 10.9 1.62 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAKER (AMPS) WIRE SIZE CU. NM. W/G. 1 & 3 HVAC 60A 2P 6-2 4,5 LIGHTING 20A1P 12-2 2 RECEPTS 20A 1P 12-2 ALL PORTABLE APPLIANCES, INCLUDING W/H. TO HAVE DISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PANEL CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND, FL 33803 REVISION DATE: L OOL i'LAN'S AND ALL FIRUPCSED WORK ARE SUBJECT TO ANY CORRECTIONS . REQUIRED DY FIE; D INSPECTORS THAT AAY BC NECESI` 9R1' W aRDER TO a 'l''OMPYCiYI[H, },L,iN'LICA1 ' ' ,ODES' W UIt N 04 cM 0) a LL �O� QW 0 N Z Il �go o o C O 0 1 0 N� r) 0 2 W U r0. v 0 0 5 DATE: 02-15-2018 DRAWN: R.L.G. JOB: MPD-0618 SHEET NO. Al 03 0 N KEY PLAN SCALE'. 1/32" = 1'-97 COPYRIGHT 2017 - MODULAR PLANS DESIGN COMPANY MINIM. W.1 [m S - I ol 1111 all 11111 ■ T. F.T. F.T. ♦ FIT. I I N I I cV I zo I I FIT. F. — ♦------ F.T. F.T. —♦— —A F.T. F.T. iR3�lY GROUND ANCHOR NOTE STABILIZER PLATES ARE NOT REQUIRED WITH INSTALLATION. HOWEVER, ANY UNSTABLE SOIL CONDITIONS THAT MAY IMPACT THE GROUND ANCHORS ABILITY TO RESIST UPLIFT MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. SYMBOL LEGEND F.T. FRAME TIE -DOWN FASTENED - TO GROUND ANCHOR 0 N N OD M —F.T. F.T. F B 4.1 I I I N I N I ao Y®�Y M I I I F.T. F.T. 13'-8" \\—F.T. F.T. / — v TEEV VCR Alk FIT. I N I cV ro M I I FT. FIT. F.T. FIT, to FIT. FIT. F!T. FIT. ♦ ♦ s v FBC, 6TH EDITION (2017) COMPLIANCE STATEMENT: 1. BASIC WIND SPEED: SEE ANCHOR SCHEDULE 2. RISK CATEGORY: II 3. WIND EXPOSURE: C 4. INTERNAL PRESSURE COEFF: 0.18 ANCHOR & STRAPPING SCHEDULE 68' BOX 130 MPH - 5 STRAPS PER SIDEWALL 68' BOX 140 MPH - 6 STRAPS PER SIDEWALL 68' BOX 150 MPH - 7 STRAPS PER SIDEWALL 68' BOX 160 MPH - 8 STRAPS PER SIDEWALL 68' BOX 170 MPH - 10 STRAPS PER SIDEWALL v N 60 M 13'4" 13'-8" 13'-8" FIT. 164'-0" Aik FIT. FIT. I I I I I 11 C1 1 m N I N zo co I II ♦ F.T. FIT. I I I I 0 1 1 FIT. —♦----♦ —♦ ------ ♦— F.T. F.T. F.T. F.T. FOUNDATION PLAN SCALE_ 3/16" 1'4'-.-.___....... 13'-8" 1 1 13'-8" N zo co N M N 60 M 'v _ N ao M FiT. F{T. FIT. I 0 ao F.T. FIT. F7. ......_.__--_ \ — LL I 41 U- ILL I I i I I I I I I I I 1� I �LL I I I I FIT. FIT. F;T. I ♦ ♦ ♦ IF —A ------ ♦—♦------♦— ♦------ ♦— _ - -._ -- _ * LL F.T. F.T. F.T. F.T. F.T. F.T. F.T. F.T. 13'-8" 'IT-8" FOUNDATION DIMENSIONS A. MODULE WIDTH B. PIER TO MODULE EDGE C. STEEL BEAM SPACING 13' -8" SEE FRAMING SEE FRAMING D. MAX PIER SPACING E. MINIMUM SOIL BEARING CAPACITY 6' - 6" 2000 PS F MPD CO. CODE REVIEW JULIO ORBEGOSO FLORIDA PE LICENSE #38769 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY iB3�:lY 13-8" CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND,FL 33803 REVISION DATE: iA s HESE PLANS AiJD KLL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS x REQUIRED BY FIELD INSPECTORS THAT ;AAY BI" NECES'"• MYINf 0RDEn TO, , ©COPYRIGHT 2017- MODULAR PLANS DESIGN COMPANY LL Lu W D V V In � � Q Q O ®C G DATE: 02-' DRAWN: JOB: MP SHEET NO. FBC, STH EDITION (2017) COMPLIANCE S TAT E M E N T 1. BASIC WIND SPEED: SEE ANCHOR SCHEDULE 2. RISK CATEGORY: II 3. WIND EXPOSURE: C 4. INTERNAL PRESSURE COEFF: 0.18 ANCHOR & STRAPPING SCHEDULE 68' BOX 130 MPH - 5 STRAPS PER SIDEWALL 68' BOX 140 MPH -6 STRAPS PER SIDEWALL 68' BOX 150 MPH - 7 STRAPS PER SIDEWALL 68' BOX 160 MPH - B STRAPS PER SIDEWALL 68' BOX 170 MPH - 10 STRAPS PER SIDEWALL GROUND ANCHOR NOTE STABILIZER PLATES ARE NOT REQUIRED WITH INSTALLATION. HOWEVER, ANY UNSTABLE SOIL CONDITIONS THAT MAY IMPACT THE GROUND ANCHORS ABILITY TO RESIST UPLIFT MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. SYMBOL LEGEND F.T. FRAME TIE -DOWN FASTENED - TO GROUND ANCHOR P.T. 2x8 SHIMS BLOCK sA.�'vd�m 1911j��PO•a NOTE: MAXIMUM OF (3) LAYERS OF WOOD SHIM MAY BE USED. 1'-7" WHEN MULTIPLE LAYERS ARE BEING USED, THEY MUST BE SCREWED OR GLUED TOGETHER. NOTE: AT LEAST (1) 4"x8"x16" CAP BLOCK MUST BE USED AT ALL PIERS 1'-7„ 19"x19" x3/4" ABS PAD MODEL #3083 (MINUTE MAN INC.) (OR APPROVED EQUAL) NOTE: ABS PAD SIZE MUST EQUAL OR EXCEED 2.5 S.F. MIN H „ PIER TYPE'A' DETAIL SIDE WALL FRAME TIE -DOWN TO AP TO BEAM BE CONNECTED BOTTOM TRACK FLOOR JOIST FRAME I -BEAM FACTORY INSTALLED P.T. SHIM TIE -DOWN STRAP PIER TYPE "A" EXISTING GRADE 19"xl9' x7/8" ABS PAL) \ // //. / \/\\/\\/�� / z NOTE: GROUND ANCHOR POSITION MAY BE MIRRORED IF SITE CONDITIONS DICTATE AN o ALTERNATE PLACEMENT. I TYPICAL GALVANIZED /— GROUND ANCHOR w A4. 4 SECTION DETAIL @ SIDE WALL SCALE: 3/4" = 1'-0" P.T. 2x8 SHIMS i O 24"x24"xY8" ASS PAD f Mj 0y S h J�d df �J( — NOTE: MAXIMUM OF (3) LAYERS OF WOOD SHIM MAY BE USED. 2-0 WHEN MULTIPLE LAYERS ARE BEING USED, THEY MUST BE SCREWED OR GLUED TOGETHER. NOTE: AT LEAST (1) 4"x8"x16" CAP BLOCK MUST BE USED AT ALL PIERS. PIERTYPE'B'DETAIL A4 SCALE: 3/4" = 1'-0" eD SECTION DETAIL @ END WALL AL} SCALE: 3/4" = 1'-0" 2'-0" 24"x24"x3/4" ABS PAD MODEL #3083 (MINUTE MAN INC.) (OR APPROVED EQUAL) NOTE: ABS PAD SIZE MUST EQUAL OR EXCEED 4.0 S.F. MIN aCK (TYP) FOUNDATION NOTES MATERIAL SPECIFICATIONS: SOIL & SITE PREPARATION: 1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF • 2000 PSF. ANY SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL. 2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95% PROCTOR IN ACCORDANCE WITH ASTM D 1557. 3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS. 4, LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS MEET OR EXCEED THE REQUIREMENTS SHOWN. BASE PAD: 1. PIER FOOTING TYPE "A" SHALL BE 19"X19" ABS PAD OR 16"X16"X4", 2500 PSI CONCRETE PAD. PIER FOOTING TYPE "B" SHALL BE 24"X24" ABS PAD. 2. CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF NO LESS THAN 2500 PSI AT 28 DAYS. MASONRY UNIT: 1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X16"X4" CONCRETE MASONRY UNITS CONFORMING TO ASTM C-90. WOOD & SHIM MATERIAL: 1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED. GROUND ANCHORS: 1. GROUND ANCHORS SHALL HAVE 4725# MIN. ULTIMATE CAPACITY & SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. TIE -DOWN STRAPS: 1. THE TIE -DOWN STRAPS SHALL BE 1-y4' X 0.35" GALVANIZED STEEL QQS-781-H TYPE 1 FINISH-B, GRADE-1. TIE -DOWN STRAPS AND CONNECTING HARDWARE SHALL HAVE 4725# MIN. ULTIMATE CAPACITY. INSTALLATION SPECIFICATIONS: SOIL & SITE PREPARATION 1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT, SCUPPER, OR OTHER RAINWATER COLLECTION OR DIVERSION DEVICE, PROVISIONS SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM THE FOUNDATION. 2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DRAINAGE. THE AREA UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE SHALL HAVE NO VEGETATION, STUMPS, ROOTS, AND FOREIGN MATERIAL REMOVED PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION AND FOREIGN MATERIAL. MASONRY UNIT: 1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PERPENDICULAR OR PARALLEL TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS OTHERWISE NOTED. 2. CONCRETE MASONRY UNITS SHALL CONFORM TO THE ASTM C 90 STANDARDS. 3. CONSTRUCTION OF DRY -STACKED, SURFACE BONDED MASONRY WALLS WHEN SPECIFIED, INCLUDING STACKING AND LEVELING OF ALL UNITS, MIXING AND THE APPLICATION OF MORTAR, CURING AND PROTECTION SHALL COMPLY WITH ASTM C 946. TIE -DOWN STRAPS: 1. THE FIRST TIE -DOWN STRAP FROM THE END WALL SHALL NOT EXCEED 2'-6", UNLESS OTHERWISE SHOWN. 2. REFER TO ANCHOR & STRAPPING SCHEDULE FOR MINIMUM NUMBER OF GROUND ANCHORS. FOUNDATION DIMENSIONS A. MODULE WIDTH B. PIER TO MODULE EDGE C. STEEL BEAM SPACING 13' - 8" SEE FRAMING SEE FRAMING D. MAX PIER SPACING E. MINIMUM SOIL BEARING CAPACITY 6' - 6" 2000 PSF MPD CO. CODE REVIEW JULIO ORBEGOSO FLORIDA PE LICENSE #38769 THIRD PARTY AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY CONSULTING ENGINEER REVISION DATE: AS AND ALL PRu"P05ED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELO INSPECTORS THAT CO iPLYQY4fH L:'PrYICA"'? "+(.,ODES;' ROBERT T. HAUG FLORIDA P.E. LICENSE #24575 1820 E. EDGEWOOD DR. LAKELAND, FL 33803 W ULLI 00 N LC) M N O) LL W U) SOLO 0 W p I N Z I\ Oego o v 0 C O W CU Q Cn r) O 5 DATE: 02-19 ,DRkWN: I JOB: MPC SHEET NO. A40 C) N U) COPYRIGHT 2017 - MODULAR PLANS DESIGN COMPANY L. REVISIONS REV. 1 — PLAN REVIEW COMMEN 7-31-18 5/4' X r PT WOOD RAILS CONTINUOUS (2) 3' OECK SCREWSO EACH POST 5/4' X S' PT WOOD PALLS CONTINUOUS W/ (2) r DECK scRm OEACH POSE % Y PT CIINGNDRAIL O MAX N' ADONE DECK X 2' PT PICKETSM MAX 4' SPACING EDGE TO MM NAX 4' SPACING EDGE TO EOCE 1PT 3' DECK SCREWS/ DECKING NIP MIN (pX S' PT WOOD RAIL CONTINUOUS (2) 3' DEC( SCREWS O EACI POST (p PT DECKING H P WIN TO A DECK SCREWS TTACIINO EACH PIANK 1b EAC1 JOIST 1 Z O H = OiPIATTACHINGEAONPIANK I..2' TO EACI JOIST TO) % 8' PT STISNCERS TYPICAL2X 911.1. S' BLOC KING O 4r MAX O.C. 2' X S' PT STRINGERS TYPICAL TYPICAL x 8' GALv. Tngadl BOLT X S' PT w00D RAIL CONnNUas (2) 3' DEC( sCNEW3 O EAC1 POST'TYPICALz CARAOE BOLT, NUT R WASHERW/ CAL , TH B' QALV, iHROUW BOLT 2' % S' PT JCSTS TWNCAL4' % 4• PT WOW POST WITH MIN Y X S' PT MISTS TYPICAL 2' X S' PT JOISTS TMCAL NUT O WASTER AL TYP�a 1'-r EMBEDMENT W TH CONCRETE TYPICAL 4• X 4' PT WOOD POST'MTH MIN 1-B• EMBEDMENT IMTH CONCRETE TYPICAL SECTION A G .a .. G.'.' a A• ° A W.. d.. W X4' , i A w'. d Q a WOODEN STAIRS 7" RISE, 11" TREA WOODED! STAIRS 7" RISE, 11' TREAD CHANGE IN DIRECTION 60" X 60" MIN, CHANGE IN DIRECTION LANDING 120' X 60" MIN IN WEST FLOOR PLAN -0' VIEW WOODEN LANDING 8' X 8' CLEAR DECK �(2% MAX SLOPE) WOODEN RAMP 4' CLEAR DECK WIDTH 12:1 MAX SLOPE (30" MAX RISE) RAILING ELEVATION WOODEN LANDING 8' X 8' CLEAR DECK (2% MAX SLOPE) WOODEN RAMP 4' CLEAR DECK WIDTH 12:1 MAX SLOPE (30" MAX RISE) WOODEN LANDING 2% MAX /i WOODEN STAIRS 7" RISE, 11" I TREAD 60" MIN. 60" MIN. LANDING RAMP RUN LANDING RAMP RUN LANDING NOTES: 1. FOR INLINE LANDINGS, THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES (1525 MM) LONG MINIMUM. 2. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES (1525 MM) MINIMUM BY 60 INCHES (1525 MM) MINIMUM. 60" MIN. Z LANDING O Ro TYPICAL LANDING SCHEMATIC NTS NTS S'-0' lu:: WOODEN STAIRS 7" RISE, 11' r%z MAX 4' 5.10. CHANGE IN DIRECTION LANDING 60" X 60" MIN ! PT GECKING PATH MIN ATTACHING EA01 PLANK 2'XS'P WOODEN LANDING 2% MAX SLOPE IN DIRECTION LANDING 120" X 60" MIN EAST FLOOR PLAN GENERAL NOTES: 1. CONTRACTOR TO COORDINATE EXACT VERTICAL HEIGHT REQUIREMENTS FOR RAMPS IN THE FIELD. RAMP LENGTHS MAY BE ADJUSTED ACCORDINGLY BUT WITHIN STATED LIMITS. 2. SPACING OF PLANKING SHALL BE INSTALLED SUCH THAT IT WILL NOT ALLOW THE PASSAGE OF A SPHERE MORE THE J" (13MM) DIAMETER. SPACINGS (OPENINGS) SHALL BE PLACED PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 2'XS' 4' % V' PT WOOD PW' 1'-5' EMBEDMENT WTH TYPICAL STAIR SECTION THEE'C PU",NS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN 01402A TO COMPLY WITH ALL APPL1CA4BLE COVES. ENGINEERING CRITERIA FLORIDA BUILDING CODE 2017 6th EDITION CHAPTER 1609, USING ASCE 7-10 WIND SPEED =1W10 mph V (ULT), 132 mph V (ASD) WIND IMPORTANCE FACTOR = 1.0 EXPOSURE: B HURRICANE PROTECTION = N/A 0 LL z 0 I- 0 :�i 0 W W In � O Q U Q Q w O U Q (n LLB 0 Q JLd W - W Q Q U) O O a_ 01 O LL- :�-- C-) D / / N L'yL< IV W Q W AIL: I-- U a c � 0 LL O un O O (n Q � (J) Q LL m� W C ao a G.R.G CHECKED J.S. B DATE 7/6/18 SCALE AS SHOWN due nu. SHEET 1 OF ELECTRICAL NOTES H=====______- GENERAL ELECTRICAL NOTES ---- ====--- —__ THESE NOTES APPLY TO ENTIRE PROJECT: A. CODES. ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MORE STRINGENT. B. CONDUCTORS. ALL CONDUCTORS ARE TO BE COPPER THWN UNLESS OTHERWISE SHOWN OR REQUIRED BY CODES. ALL POWER CONDUITS ARE 10 CONTAIN A GROUND WIRE MC CABLE IS ALLOWED WITH COPPER GROUND WIRES. C. RACEWAYS. RIGID GALVANIZED CONDUIT AND ELECTRICAL METAL TUBING AND MC CABLE IS TO BE USED IN INTERIOR SPACES. D. HVAC. THE ELECTRICAL CONTRACTOR IS TO COORDINATE WITH THE HEATING VENTILATING AND AIR CONDITIONING (HVAC) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAC EQUIPMENT IS TO BE PROTECTED WITH FUSES (DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WITH THE EQUIPMENT LABELS. SPLIT SYSTEM AIR HANDLERS AND CONDENSING UNITS ARE TO BE CONNECTED WITH CONTROL CIRCUITS. DISCONNECTS ARE TO BE LOCATED WHERE REQUIRED BY THE HVAC CONTRACTOR. UNDER NO CONDITIONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAC ELECTRICAL WORK. E. SHOP DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL FOR ALL ELECTRICAL MATERIALS. F. POWER COMPANY. THE ELECTRICAL CONTRACTOR IS TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN ALL WORK NECESSARY TO MEET POWER COMPANY SPECIFICATIONS IS IN THE BID. ALL ELECTRICAL GEAR SHALL BE APPROVED BY THE POWER COMPANY. THE ELECTRICAL CONTRACTOR SHALL MEET WITH THE POWER COMPANY PRIOR TO BIDDING TO DETERMINE ALL FEATURES, FUNCTIONS AND LOCATIONS OF SERVICE FURTHERMORE, THE ELECTRICAL CONTRACTOR IS TO MAINTAIN CONTINUOUS CONTACT WITH THE POWER COMPANY DURING THE PROJECT, AND IS TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY CHANGE PROPOSED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SERVICE THOROUGHLY AND DOCUMENT THE COORDINATION. G. TELEPHONE. THE ELECTRICAL CONTRACTOR IS TO ARRANGE FOR TELEPHONE SERVICE PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO MEET WITH THE TELEPHONE COMPANY AND COORDINATE THE LOCATION OF THE SERVICE POINT ON THE PROPERTY LINE, THE INCOMING SERVICE CABLE, GROUNDING, ETC. N ADDITION, THE ELECTRICAL CONTRACTOR IS TO INSTALL TELEPHONE CABLES (8/24 CATEGORY 6 CABLE) TO TELEPHONE OUTLET POINTS THROUGHOUT THE PROJECT. ALL CABLES ARE TO BE RADIAL -WITH INDIVIDUAL HOME RUNS TO TELEPHONE BACKBOARD OR TERMINAL DO NOT LOOP FROM OUTLET TO OUTLET. H. DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL. STRUCTURAL. MECHANICAL, AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE UNDERSTANDING OF DEMOLITION REQUIREMENTS, CEILING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY POWER REQUIREMENTS, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITION IS THIS PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS. I. SCALES. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAWINGS. J. MAIN DISCONNECTS. MAIN DISCONNECTS MAY BE HEAVY DUTY FUSED SWITCHES OR CIRCUIT BREAKERS PROPERLY COORDINATED. FUSES ARE TO BE SUSSMAN TYPE LPN-R, LPS-R. OR KRP-C, CIRCUIT BREAKERS ARE TO BE RATED FOR THE AIC SHORT CIRCUITS INDICATED. K. UNDERGROUND WORK. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT ROUTES OF ALL UNDERGROUND WORK. ROUTES SHOWN ARE APPROXIMATE. POWER, TELEPHONE, CABLE COMPANIES, AND ALL OTHER UTIUTY COMPANIES SHALL BE CONSULTED, AND LINES SHALL BE STAKED. DIGGING BY HAND IS REQUIRED AROUND EXISTING UTILITIES. L TVSS. THE POWER SERVICE IS TO BE PROTECTED FROM LIGHTNING WITH SURGE SUPPRESSORS THROUGH A 30A (2P/3P ) BREAKER (42.000AIC). SINGLE PHASE TO BE EATON TYPE CHSPULTRA. THREE PHASE TO BE EATON CPS-100-A. M. LIGHT FIXTURE VOLTAGES. OBTAIN LIGHT FIXTURE VOLTAGES FROM CIRCUITS ON PLANS. DO NOT OBTAIN FROM MODEL NUMBERS ON LIGHT FIXTURE SCHEDULE N. PARKING LOT LIGHTING. PARKING LOT LIGHTING IS TO MEET THE REQUIREMENTS OF THE PALM BEACH COUNTY SECURITY CODE. AND AS FOLLOWS METAL HALIDE SOURCES WITH MINIMUM 0.50 FOOT CANDLES, UNIFORMITY RATIO 12 TO 1. ONE (1) FOOT CANDLE ON WALK PATH. THE CONTRACTOR IS TO SUBMIT TO THE ENGINEER A COMPUTER GENERA LID PHOTOMETRIC ANALYSIS SHOWING THE ACTUAL PARKING LOT. IN ADDITION, THE CONTRACTOR IS TO FURNISH A FLORIDA P. E STRUCTURAL ENGINEER CERTIFICATION FOR WIND SPEED, AND INSTALLATION. THE POLE SET (BELOW GRADE) IS TO BE DETERMINED BY THE STRUCTURAL ENGINEER. THESE REQUIREMENTS APPLY EVEN IF THE CONTRACTOR FURNISHES THE REACT MAKE AND MODEL SPECIFIED. 0. EQUIPMENT DISCONNECTS. DISCONNECTS SHOWN CAN BE DELETED IF DISCONNECTING MEANS BUILT IN AND PERMITTED BY THE BUILDING DEPARTMENT. P. COMPLETION REQUIREMENTS. WITHIN 30 DAYS AFTER SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED BY THE CONTRACTOR TO BUILDING OWNER WITH A SINGLE LINE DIAGRAM OF THE DISTRIBUTION SYSTEM PLUS FLOOR PLANS SHOWING LOCATIONS AND AREAS SERVED. Q. OPERATING AND MAINTENANCE MANUALS. OPERATING AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT SHALL BE TURNED OVER BY THE CONTRACTOR TO OWNER WITH SUBMITTAL DATA AND REQUIRED MAINTENANCE PROCEDURES THE NAME AND ADDRESS OF A QUALIFIED SERVICE AGENCY SHALL BE PROVIDED- R. SHARED NEUTRALS. WHENEVER THE CONTRACTOR USES SHARED NEUTRALS, BREAKERS ARE TO HAVE A COMMON HANDLE (I.E. 2 POLE OR 3 POLE). S. GFCI. OUTLETS INSTALLED OUTDOORS, WITHIN 6' OF A SINK, AND OTHERWISE REQUIRED BY CODE ARE TO BE ON GFCI TYPE CIRCUIT BREAKERS ELECTRICAL SPECIFICATIONS =_________= ==E L E C T R I C A L S P E C I F I C A T I O N $aaaaaaaaaaaaaaa=: GENERAL PROVISIONS. PROVIDE ALL LABOR, MATERIALS, TOOLS, SUPPLIES, EQUIPMENT AND TEMPORARY POWER FACILITIES TO COMPLETE THE WORK SHOWN ON THE DRAWINGS AND SPECIFICATIONS. ALL SYSTEMS ARE TO BE COMPLETELY OPERATIONAL ALL ELECTRICAL WORK SHALL COMPLY WITH THE DRAWINGS AND SPECIFICATIONS, THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, WHICHEVER IS MOST STRINGENT. OPERATING CLEARANCES. INSTALL ALL WORK NEATLY SO AS TO BE PROPERLY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. JOB SITE VISIT. VISIT THE PROJECT STE PRIOR TO SUBMITTING A BID. VERIFY ALL DIMENSIONS AND DETERMINE THE CHARACTERISTICS OF EXISTING FACILITIES WHICH WILL AFFECT THE PERFORMANCE OF THE WORK, INCLUDING THOSE NOT SHOWN ON DRAWINGS OR SPECIFICATIONS. SUBSTITUTIONS. ALL EQUIPMENT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BIDDING. TEMPORARY LIGHT AND POWER. THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF FURNISHING, INSTALLING, MAINTAINING AND REMOVING ALL MATERIAL AND EQUIPMENT REQUIRED TO PROVIDE LIGHT AND POWER TO PERFORM ALL WORK OF ALL TIRADES DURING CONSTRUCTION, AND UNTIL WORK IS COMPLETE COST OF ALL POWER CONSUMED DURING CONSTRUCTION SHALL BE PAID BY THE PARTY DESIGNATED BY THE PRIME CONTRACTOR. MATERIAL SUBMITTALS. SUBMIT SIX (6) SETS OF SHOP DRAWINGS AND EQUIPMENT DESCRIPTIONS FOR ALL ELECTRICAL WORK PRIOR TO ORDERING. ELECTRICAL MATERIALS FOUND ON THE PROJECT WHICH DO NOT HAVE THE ENGINEER'S APPROVAL MUST BE REMOVED AND REPLACED AT THE ELECTRICAL COITRACTOYS EXPENSE. TRENCHING, BORING AND BACKFTWNG. EXCAVATION OR BORING, BACKFIRING AND REPAIRING OF PAVING AND GRASSING IS TO BE IN THE BID OF THE ELECTRICAL CONTRACTOR. THE ACTUAL WORK NEED NOT BE PERFORMED BY THE ELECTRICAL TRADES. HOWEVER, THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, BORING, DEWATERING, BACKFIRING, TAMPING AND REPAIR OF PAVEMENTS AND GRASSING REQUIRED IN SUPPORT OF ELECTRICAL WORK. LOCATE AND PROTECT EXISTING UTILITIES AND OTHER UNDERGROUND WORK IN A MANNER WHICH WILL ENSURE THAT NO DAMAGE OR SERVICE INTERRUPTION WILL RESULT FROM EXCAVATING OR BACKFILLING. THE ELECTRICAL CONTRACTOR IS COMPLETELY RESPONSIBLE FOR ANY DAMAGE TO UTILITIES OR PROPERTY. PROTECT PROPERTY FROM DAMAGE WHICH MIGHT RESULT FROM EXCAVATING, BORING OR BACKFILUNG. PROTECT PERSONS FROM INJURY AT EXCAVATIONS BY BARRICADES WITH WARNINGS AND ILLUMINATION. IN THE EVENT, IT IS SUSPECTED THAT ACTIVE ELECTRICAL LINES ARE BURIED IN THE AREA OF WORK, POWER IS TO BE DISCONNECTED. AN UNDERGROUND LOCATOR SERVICE SHALL BE EMPLOYED. TESTS. CONDUCT OPERATING TESTS FOR APPROVAL THE SYSTEMS SHALL BE DEMONSTRATED TO OPERATE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE SPECIFICATIONS AND MANUFACTURERS INSTRUCTIONS. TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE ENGINEER OR AN AUTHORIZED REPRESENTATIVE. FURNISH ALL ITEMS REQUIRED TO PERFORM TESTS. DIVISION OF WORK. ALL POWER WIRING IS TO BE BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE INSTALLATION OF DISCONNECTS, STARTERS, THERMOSTATS, FIRESTATS, CONTROL TRANSFORMERS, SWITCHES, ETC. WITH THE OTHER CONTRACTORS TO MAKE CERTAIN NO ITEMS ARE LEFT OUT OF THE BIDS. THE PRIME CONTRACTOR SHALL MAKE ANY SPECIAL DECISIONS REGARDING THE DIVISION OF WORK BETWEEN CONTRACTORS. N NO EVENT SHALL SUCH WORK REQUIRE ADDITIONAL EXPENSE TO THE OWNER. LOCATIONS. THE ENGINEER MAY MOVE ANY ELECTRICAL DEVICES BY AS MUCH AS TEN (10) FEET PRIOR TO ROUGH -IN AT NO ADDITIONAL COST. CIRCUITS. ALL OUTLETS, LIGHT FIXTURES AND OTHER ITEMS OF EQUIPMENT SHOWN ON DRAWINGS ARE TO BE CIRCUITED. BIDDING FROM A FULL SET OF DRAWINGS. THE ELECTRICAL CONTRACTOR IS TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, AND IS TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURES OF THE PROJECT. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR IS TO HAVE A COMPLETE UNDERSTANDING OF CEUNG CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, FOUNDATIONS, AIR CONDITIONING DUCTWORK, SPRINKLER PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITIONS IS THIS PROJECT TO E BID WITHOUT A COMPLETE STET OF DRAWINGS AND SPECIFICATIONS. FIRE RATED SURFACES. FIRE WALL, CEILING AND FLOOR PENETRATIONS ARE TO BE MADE WITH METALLIC RACEWAYS IN A U.L APPROVED MANNER. DO NOT KNOCK HOLES INTO VOID SPACES OR OTHERWISE DEGRADE FIRE WALLS. ALL PASSAGES INTO OR THROUGH FIRE WALLS ARE TO BE PERFORMED IN A MANNER ACCEPTABLE TO THE BUILDING DEPARTMENT. (NO PENETRATIONS ARE PERMITTED THROUGH FOUR (4) HOUR WALLS) ONE (1) HOUR FIRE WALLS ARE TO BE PENETRATED IN EACH STUD CAVITY FROM ONLY ONE APSIDE IN A U.L PROVED MANNER. BASIC MATERIALS AND METHODS U.L APPROVALS. ALL ELECTRICAL MATERIALS ARE TO BE APPROVED BY THE UNDERWRITEWS LABORATORIES. GALVANIC ACTION (CORROSION). GALVANIC ACTION (CORROSION) IS TO BE AVOIDED BY JOINING METALS WHICH ARE COMPATIBLE FOR EXAMPLE, ALUMINUM CONDUITS ARE NOT TO MAKE CONTACT WITH BARE STEEL. GALVANIZED STEEL, OR BRASS STAINLESS STEEL FITTINGS AND HARDWARE ARE REQUIRED OUTSIDE GALVANIZED RIGID CONDUITS. RIGID STEEL CONDUIT 'G1RC'AND FITTINGS ARE TO BE SCHEDULE 40 MILD STEEL PIPE, GALVANIZED. UNDERGROUND GRC CONDUITS ARE TO BE COATED WITH ASPHALT EMULSION TO RESIST CORROSION. ELECTRICAL METAL TUBING. TUBING 'EMT' SHALL BE STEEL TUBING, ZINC -GYRATED INSIDE AND OUTSIDE FITTINGS SHALL BE ZINC -COATED. BENDS WHICH TURN UP OUT OF CONCRETE SHALL BE TREATED WITH ASPHALT EMULSION TO RESIST CORROSION. MC CABLES. MC CABLES ARE ALLOWED IN DRY LOCATIONS, INDOORS, WHERE GALVANICALLY COMPATIBLE. FULL SIZE COPPER GROUND WIRES ARE REWIRED. PVC CONDUITS. NON-METALUC CONDUITS SHALL BE POLYVINYL CHLORIDE (PVC), U. L APPROVED FOR 90:, SCHEDULE 40 RIGID, EXCEPT SERVICES TO BE SCHEDULE SO. STRAIGHT RUNS ARE TO HAVE EXPANSION COUPLINGS EVERY 40 FEET. I;G::C'IaV���Gil9-7liI�a:Ylt`ISI;A}is �1� aI RACEWAY LOCATIONS LOCATION REQUIREMENTS SET FORTH BY THE BUILDING DEPARTMENT SHALL PREVAIL IF MORE STRINGENT. ALL CONDUITS SHALL BE GRC EXCEPT WHERE OTHERWISE SHOWN ON DRAWINGS, AND AS FOLLOWS EMT MAY BE USED ONLY INDOORS, IN DRY LOCATIONS, OUT OF SOIL, WHERE NOT PHYSICALLY SUBJECT TO DAMAGE FLEXIBLE CONDUIT SHALL BE USED ONLY IN SHORT LENGTHS FOR MAKING EQUIPMENT CONNECTIONS. PVC CONDUITS SHALL BE USED ONLY UNDERGROUND OR IN CONCRETE FLOORS. METALLIC RACEWAYS ARE REQUIRED IN CEILING SPACES WHICH SERVE AS RETURN AIR PLENUMS. CONDUITS SHALL NOT BE RUN ABOVE ROOFS. RACEWAY INSTALLATION. WHERE CONDUITS CROSS EXPANSION JOINTS, INSTALL OFFSET EXPANSION JOINTS OR SLIDING EXPANSION JOINTS WITH BONDING STRAPS AND CLAMPS. EXPOSED RUNS OF CONDUIT OR TUBING SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS. CONDUITS IN STRUCTURAL SLABS SHALL BE PLACED BETWEEN THE UPPER AND LOWER LAYERS OF REINFORCING STEEL CONDUIT RUNS SHALL ALWAYS BE CONCEALED EXCEPT WHERE INDICATED ON PLANS. ENT MUST ALWAYS BE CONCEALED. A PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS CONDUITS SHALL BE SUPPORTED BY APPROVED PIPE STRAPS, SECURED BY MEANS OF TOGGLE BOLTS ON METAL SURFACES, AND WOOD SCREWS ON WOOD CONSTRUCTION. THE USE OF PERFORATED STRAP OR WIRES WILL NOT BE PERMITTED. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO (2) FEET BELOW FINISHED GRADE FOR CIRCUITS RATED 600 VOLTS OR LESS. CABINETS. CABINETS FOR OUTDOOR SWITCHES, PANELBOARD% BREAKERS, WIREWAY% RECEPTACLES, FIRE ALARM EQUIPMENT, ETC., SHALL BE RATED WEATHERPROOF. STAINLESS STEEL. IS PREFERRED. MAIN DISCONNECTS. UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL MAIN DISCONNECTS ARE TO BE HEAVY DUTY FUSED SWITCHES. GENERAL DUTY SWITCHES SHALL BE REMOVED AND REPLACED AT THE ELECTRICAL CONTRACTOR'S EXPENSE. FUSES SHALL BE REJECTION TYPE, U.L CLASS RK1, UNLESS SHOWN OTHERWISE SHORT CIRCUIT DESIGN. THE DESIGN CALLS FOR A NUMBER OF SPECIAL CONDITIONS IN ORDER TO HANDLE THE SHORT CIRCUITS AVAILABLE THOROUGHOUT THE ELECTRICAL SYSTEM. UNDER NO CONDITIONS MAY THE ELECTRICAL CONTRACTOR DEVIATE FROM THE DESIGN IN TYPES OF SWITCHES, FUSES, CONDUCTORS, BREAKERS OR AIC RATINGS OF INTERRUPTING DEVICES. WIRING DEVICES GENERAL WIRING DEVICES SHALL BE RATED FOR CURRENT, VOLTAGE AND PHASES AS APPLICABLE FOR THE LOADS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF A WALL. A MINIMUM SEPARATION OF TWELVE (12') INCHES SHALL BE MAINTAINED. NO THROUGH BOXES ARE PREMITTED. BOXES SHALL BE MOUNTED LEVEL AND PLUMB. SWITCHES ARE TO BE SILENT, SCRENLESS, DECORATOR TYPES, 20A, 12OV. PANELBOARDS. PANELBOARDS SHALL BE DEAD -FRONT, CIRCUIT BREAKER TYPE DIRECTORIES SHALL BE COMPLETE AND TYPEWRITTEN. LOADCENTERS ARE NOT PERMITTED. MOLDED CASE CIRCUIT BREAKERS. BREAKERS SHALL BE THERMAL -MAGNETIC OPERATED, WITH SHORT CIRCUIT RATINGS IN SYMMETRICAL AMPERES EQUAL TO OR GREATER THAN THE AIC RATINGS SHOWN ON THE DRAWINGS. MOTOR PROTECTION. ALL MOTORS ON THIS PROJECT ARE TO BE FULLY PROTECTED IN ACCORDANCE WITH THE NEC. EVERY MOTOR IS TO BE PROTECTED FROM OVERCURRENTS BY THE INSTALLATION OF FUSED SWITCHES LOCATED IN SIGHT OF MOTORS. EACH AIR HANDJNG UNIT IS TO BE FED WITH A FUSED SWITCH FOR THE HEATER, AND A SECOND FUSED SWITCH FOR THE MOTOR (MOTOR SWITCH MAY BE ELIMINATED IF THE AHU IS EQUIPPED WITH INTEGRAL PROTECTION COORDINATED PRIOR TO BIDDING). IN APPLICATIONS WITH MOTORS OVER ONE (1) HORSEPOWER, AND WHERE CONTROLS OTHER THAN MANUAL 'ON' AND 'OFF' ARE REQUIRED, MAGNETIC COIL OPERATORS ARE REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR PROPER VOLTAGES, ENCLOSURE TYPES AND START -STOP OR HAND -OF -AUTO SWITCHES AS REQUIRED BY THE APPLICATION. OVERLOAD ELEMENTS ARE REQUIRED FOR EVERY LEG ABOVE GROUND. STARTERS SHALL BE ALLEN-BRADEY OR SQUARE D. CONDUCTORS. CONDUCTORS SHALL BE RATED FOR 600 VOLTS. ALL CONDUCTORS ARE TO BE COPPER. INSULATION SHALL BE TYPE THWN, EXCEPT WHERE SHOWN OTHERWISE. EVERY RACEWAY IS TO HAVE A GROUND WIRE (EXCEPT SERVICE). ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION .0 DUPLEX RECEPTACLE OUTLET NEMA 5-20R 0 DUPLEX RECEPTACLE OUTLET NEMA 5-20R SPLIT WIRED Ow DUPLEX RECEPTACLE OUTLET NEMA 5-20R OVER COUNTER 0 SPECIAL PURPOSE OUTLET MUST MATCH EQUIP. PLUG A FLOOR OUTLET W/ BRASS PLATE & CARPET RING SPST SWITCH 3-WAY SWATCH 4-WAY SWITCH SPST SWITCH W/ PILOT LIGHT mow DIMMER SWITCH WATTAGE AS NOTED {} / LIGHT FIXTURE (SURFACE / RECESSED) !N LIGHT FIXTURE WALL MOUNTED 113/c3l FLUORESCENT LIGHT FIXTURE (SURFACE / RECESSED) ®/® FLUORESCENT LIGHT FIXTURE (SURFACE: / RECESSED) EMERG. H FLUORESCENT STRIP LIGHT FIXTURE 4& EMERGENCY BATTERY PACK UGHT FIXTURE W/ (2) 25W LTS. Tot/ 01 EXIT SIGN, UNIVERSAL MOUNTING (DOUBLE / SINGLE FACE) ARROWS AS INDICATED a $ FUSED SWITCH,30A SWITCH, 20A FUSES,2 POLES CO NI MOTOR STARTER,NEMA SIZE i m ip SWATCH/STARTER, 30A, NEMA 1, 3 POLE PANELBOARDS, SEE SCHEDULES 11 TC 11ME CLOCK SWITCH, 4P-ASTRONOMIC W/RESERVE N TELEPHONE RECEP-4x4 BOX WITH SINGLE GANG ADAPTER AND 0' EMT TO ACCESSIBLE CEILING SPACE b DATA RECEP-4x4 BOX WITH SINGE GANG ADAPTER AND 0' EMT TO ACCESSIBLE CEILING SPACE a MOTOR ®® STRIP HEATER W/ INTEGRAL CONTACTOR VOLUME CONTROL +44" QUADPLEX RECEP ® CLOCK +960 SEE RISER ® MANUAL PULL STATION ® AREA SMOKE DETECTOR ®Las HEAT DETECTOR © SPRINKLER VALVE TAMPER SWITCH 4t SPRINKLER WATER FLOW SWITCH ® FIRE DOOR MAGNETIC HOLD OPEN QF FIRE FIGHTER'S TELEPHONE OUTLET Q SECURITY GUARD WATCH TOUR STATION ® FIRE STROBE LIGHT WALL MOUNTED AT 80" A.F.F. Em FIRE ALARM SPEAKER/STROBE ®FA VOICE EVACTUA71ON SYSTEM SPEAKER ® JUNCTION BOX ® FIRE ALARM DEVICE ADDRESS TAG - DUCT MOUNTED SMOKE DETECTOR REMOTE STATUS INDICATOR ® FIRE ALARM SYSTEM CONTROL RELAY BEAM TYPE SMOKE DETECTOR MINIMUM FOR 120V CONDUCTOR SIZING 10 BRANCH CIRCUITS (FOR FBC 13-413JIC.1.2 COMPUANCE) DESIGN LOAD ON CIRCUIT IN VA FROM PANELBOATRD SCHEDULE UP 70, 500 1000 1500 2000 2500 3000 50' 12 12 12 10 10 10 TOO' 12 12 10 8 8 6 it 15V 12 10 8 6 6 4 200' 10 8 6 4 4 4 250' 10 6 6 4 4 3 300' 8 6 4 4 3 2 MINIMUM CONDUCTOR SIZING FOR 240V/10 BRANCH CIRCUITS (FOR FBC 13-413.BC.1.2 COMPLIANCE) DESIGN LOAD ON CIRCUIT IN VA (FROM PALIELBOARD SOHEDUi4 UP TO: 1000 1500 2000 2500 3000 3500 4000 4500 5000 50' 12 12 12 12 12 10 10 10 8 100' 12 12 12 12 10 10 10 10 8 150' 12 12 12 10 10 8 8 8 8 �$ 2OO' 12 12 10 10 8 8 8 6 6 250' 12 10 10 8 8 6 6 6 6 300' 12 10 8 8 6 6 6 4 4 ELECTRICAL ABBREVIATIONS A OR AMP - AMPERE LP - LIGHTING PANEL AC - ALTERNATING CURRENT LSC - LOCAL CONTROL STATION AF - AMP FRAME LTG - UGH71NG AFF - ABOVE FLASHED FLOOR M - MEIER AHJ - AUTHORITY HAVING MC - MOTOR CONTROL JURISDICTION MCA - MINIMUM CIRCUIT AAPACITY AHU - AR HANDLING UNIT MOB - MAN CIRCUIT BREAKER AT - AMP TIP MCC - MOTOR CONTROL CENTER ATC,BMS,EMCS - HVAC CONTROLS MCP - MOTOR CIRCUIT PROTECTION ATS - AUTOMATIC TRANSFER SWITCH MDS - MAN DISTRIBUTION SWITCHBOARD NC - AMPS NIERRUPIING CAPACITY MFR - MANUFACTURER BRKR - BREAD +, MH - MOUNTING BIGHT C or COHD - CONDUIT MI - MINERAL INSULATED CB - CIRCUIT BREAKER MLO - MAIN LUGS ONLY CD -CANDELA MOM - MOMENT CKT - CIRCUIT MOP - MAMMUM OVERCIIRRENT PROTECTION CP - CONTROL PANEL MS - MOTOR STARTER CPT - CONTROL POWER TRANSFORMER M5a N - MAN SWITCHBOARD - NEV CT - CURRENT TRANSFORMER HA - NOT APPLICABLE OU - COPPER NC - NORMALLY CLOSED C.U. - CONDENSING UNIT NEC - NATIONAL ELECTRICAL CODE DC - DIRECT CURRENT NEMA -NATIONAL EIECIRICAL DISC OR DS - DISCONNECT MANUFACTURERS ASSOCIATION DIV - DIVISION NF - NON -FUSED ON - DOWN NFPA - NATIONAL FIRE PROTECTION DPV - DRY PPE VALVE CABINET ASSOCIATION DWG - DRAWING WSS - NON -FUSED SAFETY SWITCH (E) or EXIST -EXISTING NIC - NOT IN CONTRACT EC - ELECTRICAL CONTRACTOR NO - NORMALLY OPEN ELEV - ELEVATOR OCPD - OVERCIAW PROTECTION DEICE ELEC - ELECTRICAL P - POLE BAR - EMERGENCY PH OR 0 - PHASE EMR - ELEVATOR MACHINE ROOM NEMA - NATIONAL ELECTRIC MANUFACTURERS EMT - ELECTRIC METALLIC UN ASSOCIATION EP - EXPLOSION PROOF PB - PULL BOX EPO - EMERGENCY POWER OFF PC - PHOTOCELL EUH - ELECTRIC UNIT HEATER PMT - PAD MOUNTED TRANSFORMER EWC -ELECTRIC WATER COOLER PNL - PAHELBOARD EWH - ELECTRICAL WATER HEATER PLC - PROGRAMMABLE LOGIC CONTROLLER PT - POlEN11AL TRANSFORMER F -FUSE RCPT OR RECEPT - RECEPTACLE FA -FIRE ALARM RM - ROOM FCA - FAULT CURRENT AVAILABLE RVSS -REDUCED T SOLID STALE FOR - FAULT CURRENT RATING (MOTOR STARTER) FOR - FEEBLER SCD - SCHEDULE FLA - FULL LOADS AMPS SPD - SURGE PROTECTIVE DEICES FSS - FUSED SAFETY SWITCH -SWITCHBOARD FT - FEETSWr7D 1BD - TO EE DETERMINED FTL - FEED THRU LUGS THD - TOTAL HARMONIC DISTORTION FU - FUSE TVSS - TRANSIENT VOLTAGE SURGE FVNR - FULL VOLTAGE NON REVERSING SUPPRESSION FVR - FULL VOLTAGE REVERSING TYP - TYPICAL G , GND - GROUND U. - UNDERWRITERS LABORATORIES GR - GROUND FAULT INTERRUPT UNO - UNLESS NOTED OTHERWISE GFP - GROUND FAULT PROTECTION UPS - UNNTERRU'TIBLE POWER SUPPLY HZ - HERTZ V - VOLT HP - HORSEPOWER WD - VARIABLE FREQUENCY DRIVE IBC - INTERNATIONAL BUILDING CODE W - WIRE IG - ISOLATED GROUND W/ - WITH J OR JB - JUNCTION BOX WP - WEATHERPROOF/WATERPROOF KV - KILOVOLT XFMR - TRANSFORMER KVA - KILOVOLT -AMPERE 1-PH - SINGLE PHASE KW - KILOWATT 3-PH - THREE PHASE LCP - LOCAL CONTROL PANEL APPLICABLE BUILDING CODES FLORIDA BUILDING CODE, 6th EDITION (2017) NFPA 70, NATIONAL ELECTRICAL CODE (2014) FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) FLORIDA ENERGY CONSERVATION CODE, 6TH EDITION (2016) MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES IN THEIR LATEST REVISIONS. CONTRACTOR TO COORDINATE SPECIFIC REQUIREMENTS OF EQUIPMENT WITH MANUFACTURERS' SHOP DRAWINGS. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. ELECTRICAL SHEET INDEX SHT NO. DESCRIPTION EO.1 GENERAL NOTES, SPECIFICATIONS, LEGENDS, INDEX E1.1 ELECTRICAL SITE PLAN E2.1 PANELBOARD SCHEDULES,DETAILS & RISER DIAGRAM E3.1 MODULAR BUILDING REFERENCE E3.2 MODULAR BUILDING REFERENCE DATE REV NO. 0 THEW[ PLANS AND ALL PROPOSED WOr1K ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN OIDL'R TO COMPLY WITH ALL APPLICABLE COCES. Ga ARDiinF1L _fYamrRInC, RSSOCIRi'ES InC. .ridn NW IINIVFRSITY RI VD SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 !rTfo@CEAengineers.com CA LIC. 31555 ST. JAMES CHRISTIAN ACADEMY OLEANDER AVE. CAMPUS FLORIDA py :� STATE OF JOSEPH L. LAMMERS ,PE PE # 78477 SEAL ® 2017 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT, SHEET NO. HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED. SHEET TITLE: GENERAL NOTES, SPECIFICATIONS, LEGEND & INDEX REVISIONS: Q UPDATE OF APPLICABLE CODES PER SLC BUILDING DEPT. DESIGN BY: DATE: JLL 7/2812018 DRAWN BY: CHECKED: JLL DJL EOO 1 OF 5 ELECT SHEETS p RDjn it 540 NW UNIVERSITY BLVD. SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 ST. JAMES CBMSTIAN ACADEMY OLEANDER AVE. CAMPUS FLORIDA \\W11I /I '�) f. A 9r��/i IF f7 ' A8477O��g� fQNAL JOSEPH L. LAMMERS ,PE PE # 78477 SEAL ® 2017 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT, SHEET NO. HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED. SHEET TITLE: ELECTRICAL SITE PLAN REVISIONS: DESIGN BY: DATE: DJL 05/20/17 DRAWN BY: CHECKED: NL JL Elml OF 5 ELECT SHEETS EXISTING PANELBOARD SCHEDULE "MDP" VOLTAMPS LOAD DESCRIPTION AWE POLES AMPS z I BU 8 AMPS POIES LOAD DESCRIPTION WIRES AWG VOLTAMPS A0 Bsd A0 B0 8345 PANEL A 1 2 125 1 2 125 2 PANEL G 1 8540 4 8540 8345 8345 3 6 125 2 PANEL H 1 8540 PANEL B 1 2 125 5 8 8345 8540 77- 7 10 125 2 PANEL 1 8345 8540 PANEL C 1 2 125 9 12 8345 8540 8540 11 14 125 2 PANEL J 1 8345 PANEL D 1 2 125 13 16 8540 8540 8345 15 18 125 1 2 PANEL K 1 8345 8345 PANEL E 1 2 125 17 19 20 8540 8345 22 125 2 PANEL L 1 8540 PANEL F 1 2 125 21 24 8345 8540 23 26 25 28 27 30 29 32 31 34 1331 T 1 36 35 38 37 401 30 2 iV55 39 42 80165 668 80165 TOTAL DEMAND VA 1 668 TOTAL DEMAND AMPS 150655150655 50655 0655 TOTAL CONNECTED VA "A TOTAL CONNECTED AMPS F013190013lq 41 1 SUB —TOTAL VA 844 1 844 f., lfl T^Al PANELBOARD RATINGS VOLTAGE BUS AMPS 0120/208 10,3W 0100A 0400A 0120/240 10,3W 0200A 0600A ❑ 0225A ■800A MAIN DEVICE ❑MAIN LUGS ONLY ■800A CIRCUIT BREAKER ❑__A FUSED SWITCH ENCLOSURE ❑FLUSH ■SURFACE ENEMA 3R ❑HINGED DOOR ❑KEYED LATCH ❑DOOR —IN —DOOR ❑STAINLESS STEEL ❑PAINTED STEEL ■NAMEPLATE PANELBOARD BRANCH 012 018 ❑24 POLES 036 ■42 ❑_ FEATURES BRANCH DEVICES ■CIRCUIT BREAKERS ❑FUSES ❑ TO BE GFCI BREAKERS ❑ LOAD CENTER PERMITTED Q1 Q 03 O NOTES INTERRUPTING RATING (AIC SYM) 010,000A 030,000A 065,000A 014,000A E42,000A 0100,000A 022,000A 050,000A ❑—._,000A ❑SERIES RATING PERMITTED ■SERVICE ENTRANCE RATED NEUTRAL BUS 050% ❑200% ■100% ❑ BUS MATERIAL ECOPPER ❑ALUMINUM ■GROUND BUS REQUIRED ❑A&B PANELS IN PARALLEL ■ THROUGH FEED LUGS REQUIRED I PAML MW us-s®DiT FRArE ro vnx —I 0 aaWM FJ ML PAD MOW G 1 l i 10 MDP AND RISER SCALE : NTS EXISTING FPL POLE DENOTES SERVICE GROUNDING — STRUCTURAL STEEL, UNDERGROUND METAL WATER PIPE AND TWO 5/8" x 15'-0" COPPER CLAD DRIVEN GROUND RODS. Da D jDRi 540 NW UNIVERSITY BLVD. SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 ST. JAMES CHRISTIAN ACADEMY OLEANDER AVE. CAMPUS FLORIDA STATE OF ; 441 ^F<ORIVPw� NA L JOSEPH L. LAMMERS ,PE PE # 78477 SEAL ® 2017 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT, SHEET NO. HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED. SHEET TITLE: PANELBOARD SCHEDULES,DETAILS & RISER DIAGRAM REVISIONS: DESIGN BY: DATE: DJL 05/20/17 DRAWN BY: CHECKED: NL JL E2,1 OF 5 ELECT SHEETS 5 3.5 TON HVAC VW 10 KW HEAL4 3.5 TON HVAC 1lE1 19 KW HEAT - STRIP 1000 CFM 0.5IMC ESP 3.0 TON HVAC AN 10 KW HEAT A STRIP 1000 GFM 0 5IV C ESP _ _. . STRIP 1WO CFM 0-51VJC ESP V 24OV.. 10 HVAC UNIT PROVIDED Z40V 10 HVAC UNIT PROVIDED f 24ov. . 10 HVAC UNIT PROVIDED Cj ' VW FRESH AIR INTAKE CR 1 1Yt 3C " ' VO FRFSH AIRIN`YAKE. CKT dC7.3E 1 ri _ ^' %W FRESH AIR INTAKE CKT 31,3A - tip- ,2¢ NMAP PAtdEL d ` 4 . 12 AMP I�ANM1. C 4C 2 ! 240U 1 S 12q ! 125 AMP AAN�A - SA 12 1240V 10 - • I �. 12013401�� 1 H20, ., I r I 20 44F E I i; 2B , 21C '! 4 II d. I 4AaE I � A � iI - I - an { PEI ! i IB � ; ; 4F' .. , ' 40 0B 4C I { � 1„., �. -.,` \ ' ;._.. J 1F 1 �l„ iL { • { I AAF 2A IIp= I4C 4D �,j}.I1,• AEI I JIF I. 49{� 19 ;l _ qF Y�1. Y r 111 4n { ; P.T((.t` c�.^�--r A E I,�j!�� ' V� PaFf." l 1 I , . I :.f i : ' . ♦ 4. 1 PL j r-- _ FI iir :, - -i `�, _ 1J 2E - '!31 it I 4A F� G G to i _.�zl %r.$'"u7"• _ .r. ..".:.. ....';f"!.: Y�ri:- x i. .. .. _. 2P3"- _.-. '__'_: _. '- -.ram.>- y f 68 5 c s_ .1.. Z' s; o:- 4'f-�'�S•<• Its`./.1'2Q ✓ - ,p1. +2E - fI v 'I- _ I IV- 4F:1 .F. Z ,� - , 1 '4 I,2C.�f. I2 ttt i .rFFt.II..__'a nB DiIA}11 4D4E�1�/L il,4/li/31 ,I 2D , 4A �' d.� 4C 8 C I 1 ! 4F UO3 _ I ' 4B , ! , gg3 • I � 4F 411 4A 1 - ' I- I 1 I'I i 4E 4F I I i 1_ 3G 19-7 12c 40 2A fill 21) I 1 i Jj l i ` 1 1. , : 1 I � zls AF 40 , 1 IA F 125 YPAN6 , 1 q .. 20- 24UV._ e i - ... ' 2 2 I 2F b r_....�y �jiF . 2BTI 2D7( , 3.6 TON HY k7A' 70 KW HEAT 3.5 TON HVAG W710� K611 HEAT 35 TON F1VAdTA116 KTYHFIAT STRIP tOf10 GFi RI j'�61WC ESP STRIP 1000 GIrM@.5 rOC E5P .....rv.._.� STRIP 1000cive 5119C PSP ""`T zaUV., 10AIR ItO KEPROVIDED --- IT 240V , 10 HVAC'UNIT PRO1RmED 240V . 10 HVACUNR PROVIDED ":! W7 zRESH AIR (MAKE CKT #1,3F I• 7 ti W7 FRESH AFL SOS. GKT 91,313 VA FRESH AIR I N�fA1KE GKT MI 96 L ELEC7RICAL PLAN'A' KEY P L4 N .•EKE i.': SHOWN FOR REFERENCE ONLY SCALE : NTS ELECTRICAL PANEL "A" SIZING DESCRIPTION. 0D35 W.V SF X 952 SF X 1.25 417. 1 HVAC O 1D.9 KW 10.9 3 RECEPTS1@186VA71000 IM62 TOTAL 1BB0 KW TOTAL 1240 X 1000 911i_54 Aws INSTALL 125 AMP PANFI. 1201246V ID ELECTRICAL SCHEDULE /9RCUR NOWNCLAWRE BREAKER (AMPS) "RE SIZE Col NM. m. 1 d 1 _ HVAC WA 2P 4-2 4,5 LIGHTING _ 20 A 1P 12.2 2 RECEPTS 24A I 72.2 ALL PORTABLE APPLIANCES. INCLUDING MH TO HAVE DISCONNECT IF NOT 1MTHIN VIEW OF. ELECTRC PANEL ELECTRICAL PANEL "C" SIZING oESCR.IPT03N: .01M KW SF X 952 SF X 125 4.17 1 HVACa10.9 KW 10.9. 7 RECEPTS (p100 VA 1101kT 125 2 FANS @ 3 KW X 12fi 0=75 TOTAL 17_06 KLV TO'TALf 240X 1000 71,_,•_1T AIAPS INSTALL 125 AIAP PANEL 120124UV 10 ELECTRICAL SCHEDULE OACWT : NOMENCLATURE BREAKER (AMPS), WARE 917_F CLl 70N_ WC. 1 d 3 RVAG 90A 2? 11-2 4.5 UCHTING 21A 1P 12-2 2 RE CEPT9 20A 1P 1 2a AL:PORTABLE APPLIANCES. INCLUDING VM TO HAISCONNECT IF NOT WITHIN VIEW OF ELECTRIC PA ELECTRICAL PANEL "E' SIZING DESCRIPTION- .OWS KW SF 2a917X125 -_. _417 1 HVAC D 1C9 KW 10.9 9 REOEPTS@IBDVAfI0DD 1_52 TOTAL 1644 KW TOTAL1240X ID00 59.b4 AMPS INSTALL T26 Af3P PANEL 1201240V 13 ELECTRICAL SCHEDULE C111CVTT NOLIENCLATURE BREAKER iPA4P51 ME SUE CV. NM t1W+p. is HVAC SCA2P 6-2 4,5 UcAi INO 20A IP 12-2 2 RECEPTS 20A IP 12-2 ALL PORTAgtjE APPLIANCES.9NCLUDING'r'1NI TO WAVE WSCONNEGT IF NOT WITHIN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "B" SIZING DESCRIPTION. 0035 KW SF X 952 SF X 1.25 7 7 1 I-IVAG ♦G 10.91LW 10.9 RECEPT9a 1B0VA11000 125 �I �i PAMS* 3KWX1,25 0.75 TOTAL 17,00 KW TOTAL1240 X 1000 71AT AMPS INSTALL 125 AMP PANEL 1201240V 10 ELECTRICAL SCHEDULE CIRCUIT YOMENCIATURE BREAKER (AT,4A9 VARE SIZE CU)NNI /43 HVAC 00A 2P Tr2 4,5 LIGHTING 20A 1P 12-2 2 RECEPTS. 20A1P 12-2 --. A:LLPgRTABLEAPPLIA41GE5,INCLUVtN6Wt~I TO HAVE DISCONNECT F HOT WITHIN VIEW OF€LECTRIC PANEL ELECTRICAL PANEL "O" SZING DESCRIPTION, .0035 KW 5F X 952 SF X 1 20 4.12 1 HVACG10.9KW IDA 9 RECEPTS * IfiO VA 1 10D0 1.92 I TOTAL 111,09 KW X IWO TOTAL1240X 11100 BM Sa AAP3 INSTALL 125 AMP PANEL 12D/2401l 10 ELECTRICAL SCHEDULE CIRCUIT NOMENCLATURE BREAa<ER fhMP51 VORE BILE CLI: KIM W1R 1 L 3 NYAC 40A 2P 0•2 As LIGHTING 2DA IP 12-2 7 ReCEI s 20A iP 12.1 ALL PORTABLE APPLIANCE'S, INCLUDING VII TO - HAVE DISCONNECT IF NOT W714FN V1EWO- ELECTRIC PANEL - ELECTRICAL PANEL "F" EIZING DESCRIPTION TOMS KW SF X Bd2 SF X 1.26 4.1E I HVAC Q *1 KW 10,9 7 1,25 2 FANSg .3 KV17. 125 0,76 TOTAL 1706 KW TOTAL 3240X ID20 71 IF A&IPS INSTALL 125 AMP PANEL 1201249V KK' ELECTRICAL SCHEDULE GtIt1TT NOMENCLATURE BREAKER fAMFSI »ORE 512E CU. RM WIG. i d 3 HVAC BOA2P SL 4.5 LIGHTING 20A1P 1 1c 2 -_--_- 2 RECEPTS 20A AP 1 122 ALL PO11TA@II: APPLIANCES, INCLLB71Na US TO HAVE DISCONNECT IF NOT WITHIN VIE W OF ELECTRIC PANEL MPD GO. RE%ASt0N DATE: CODE REVIEW '• JULIO ORBEGOSO FLORIDA PF IICIENSE 4387119 I THIRD PAR I Y AGENCY (PLAN REVIEW AND APPROVAL 5 LIMITED TO RECERTIFICATION SCOPE OF WORK ONLY �C'?'OI'YPo1A1117dt7 MOODLW RE14i IlEa6M 4P14+tlWY ---------------------- THESE PUkNS AND ALL PROPOSED WO ARE SUBJECT TO ANY CORRECT IT,13 `REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE COP ON M■ (30a CRRoinR :I-ICIRE:EGdYIE ASSX MMYES InC. 540 NW UNIVERSITY BLVD. SUITE 206 PORT ST. LUCIE FL $4986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 ST. JAMES CHRISTIAN ACADEMY OLEANDER AVE. CAMPUS FLORIDA JOSEPH L. LAMMERS ,PE PE # 78477 SEAL ® 2017 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT, SHEET NO. HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED. SHEET TITLE: MODULAR BUILDING REFERENCE REVISIONS: DESIGN BY: DATE: DJL 05/20/17 DRAWN BY: CHECKED: NL JL E3,1 OF 5 ELECT SHEETS Vt4t� -- - I r'1. IJ 36 TON HVAC VW 10 KW HEAT •' * } 3.5 TON HVAC W 10 KW HEAT 3.5 TON HVAC VR 10 KW HEAT STRIP i OCO C'FM @ 5 MI6 ESP _- -_ STRIP 1000 CFM @ 5 IWC ESP _ STRIP 1 aaa C FM a 5 PAC ESP STRIP ,1D HVAC 0 PAC)♦ESP 1. � 240V., 10 HVAC UNIT PROVtDEO� �, 24DV , 10 HVAC MIT PROVIDED ' r; Al FRESH AIR INTAKE. CKT #1 31 W) FRESH AIR INTAKE. CKT IT1.3K ' I I.7 WJ FRESH AIR INTAKE. CKT #1,3G - �; � , 21 28t ZK _ _ ._. .f _.. v..J__JP �1 .._ .61.. --. �F•�--d' AMP I [ - 7T ,:.. , 1201240 12 AMP P�utL P 40 12 AMP L�ANEL H - ' 125 RMEL J 4 2G {7 7{ •¢t21[�t2gb1/ 1N I ± 12g1240ill8 !°e$ 2 I 4G - Vill � d! 4J �ii � dKr dL , L 41! i : { I , , 41 , i I 4G. Tr 1 I. I I I AO LL 2 li 41 • A3 I I I I I I dK i I 41, 2 I , . ____.. ... _. +4d ; qK L4 UIj I 4Ca __'. ..II i... I i -' I \_K��ti .I' ICI,/ 4K ' J _ I4ii 1 -'OFII•^. qH �--' i "---� I . _ �r'� • �. 'p,_ .7 GPi' u 1 ` r y (I ii..:.l.. ; '� AL 2G,J. r>.'.'.t 2F! I. - i 1 _ 1' s , 1 , I, •A'141'_ I : - 2L - 1 x �L IL .1 I' _.r-_ .. �... ._-.'_--• r'..__.. ,'._..._ -1_ o - :-7 TI9A_d'�rs�_4&... :.:'t �Te '•Ji ._.•:..�.,-..'�ll:l. ! .ri�Z t:.�.../.T�.- ._A3111� ry - Y. I : _ ! 5L � I �' ' �•r .� - "'._- - 1_✓'.'l.'7-rJ- .1�: `t- -'!. :/ :".'.. i--;.�� /.7' si'Y_'RCI'X?.L3 ,. •.a. cos_....+•F- �' r". .: a.; '., r' :-S&_-4I :7T :->' •:.L- Y .T ;I -. _ . •r+j. 1{ 1. <-•aa:�sl '4: (=1_ ✓rLi�-! .� .1 i-%f-rh _ i �/: i r� s�"a - ,,Ti"_'B" _ - _ l ,. i, ..! •_ 1 .1 J i' " 1 2U'j._�T. I "j r " :1'i • p_ "Ir i ©Pl:� Ifl; '1 71 CFI r 5 Ip>.! qH I--'•---_--' , - ,� .'.L�_.� 41,I i y. 4L _ SIC Ij _ _ 4G �' 4J rll�t f I 2L : f � : : ... / - I {. AG I i 40 4H 4I _ 4J I i 114K -- a Ir '' �ii 1 _. t • + I+ < 1 4J 4K ' 11 ii E4L - I� i�i - �� II � � � i, I� _ •_ it ,I I : I 1 i' II 4F{ d1. ----_ .. _ _._ ' qK 4 I f- rl --ram , � � -- � 4L I � �G qH I ,�'I � Ir 1 ql I I I_. I. ..♦' I1 i ! ! nil I ��- I i r 2F ��•r 2J I 2�! , I I !40 4J ` AK : 20 ' : i-F 125 AM? PAN N 125AM PAN L J� I 125 AM PANFUL L 1 g i 20V24 1� 2Di 2dUV, 10 2a 12dav;N B @1i1 i I. - _������ppp' _ .,. .,--- �•�.:- ...,:, rf...om,..:r-.r-�_s.sT'N.-tc.r-C�_,1--._�___�_:{-__�___ OR . - _ 2J TT 2L - • • 3 5 TON HVI WI 10 KW HEAT 3 5 TON HVAC M 10 KW HEAT3 5 TON HVAC WI 10 KW HEAT _ STRIP T000 Gf,M IIII IWC ESP STRIP 1110W GFM @ .6 IMA; ESP _ a STRIP 1C00 CFK @ 51VYG ESP _ 241IDHVACUNIT PROVIDED UNIT PROVIDED ..:'_._.,.-..� UNIT PRCJV1C7E0 241tV.. 10 HVACi 2dOV., 10 HVAC I�_ Wt FRESH AIR INTAKE CKT 21i 3H WI FRESH AIR INTAKE. CKT J11,3J VW FRESH AIR IN rAKC. CKT III { E Ihn !^ ? v _ i I I t� �FY PLAN ELECTRICAL PLAN'13' BCALE vw - ,'a1 SHOWN FOR REFERENCE ONLYL SCALE : NTI; ELECTRICAL PANEL "(Y' SIZING DESCRIPTION' 0035 KW SF X 2& SF X:1 25 4.17 1 HVACQ10.904 109 7 PECEPTSa7BIRVA11000 1_23 2 FANS @ 3 KW X 125 0.75 TOTAL 17�_D6 KV4 TOTAL t 340 X 1000 7117 AMPS INSTALLM AMP PANEL 120� ! 240V 10 ELECTRICAL SCHEDULE CIRCUIT NOMENI'.LATURE 9RFAKER IAMPS) %VIRESVE Cu NM. ING id 3. HVAC am 2P - 6.2 i 115 LIGHTING 21DA tP 12-2 2 RECEPTS 20AIP 12-2 ALL PORTABLE APPLIANCES. INCLUDING WAR TO HAVE DISCONNECT IF NOT WTHIN VIEW OF ELECTRIC PANEL [- ELECTRICAL PANEL "I" SIZING DESCRIPTION D035 KW SP X 952 5F X 1 25 4 HVA0@10.9KW 9 RECEPTS M 1S7VA)IDW TOTAL,. 156a KIA' TOTAL i 2AB X I0M 03.54 AMPS INSTALL 125 AIAP PANEL 12D 124DV 10 4 t7 10.9 152 ELECTRICAL SCHEDULE CIAM11 NONENCLATURE BREAKER CMIPSiI VAR SIZE Cu NM: WFG t a.3 NVAC 60A 2P 64 4,5 LIGHTM _ 2DA IP 12-2 2 RECEPTS MA IF 12.2 ALL PORTABLE APPLIANCES. rNCLUOING W41 TU HAVE DISCONNECT IF NOT mrmRN VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "K" SIZING {9E5CRII+`ITTON. W35 Kn SF X 952 SF X 125 d fi t HVAC 9010.9 KW 10.E 7 RECEP180160VArtd0A 2® -g• FAI 3 KW K 1.25 075 TOTAL 17�_D9 KW T(YTALl249X ID00 71 17. AMPS INSTALL 125AMP PANEL -I20? 24OY 1U ELECTRICAL SCHEDULE CIPCUIT NOMENCLATURE BREAKER IAMPS) WIRE SIZE CU. NLi 11L3 RVAC 60A2P 0.2 4.6 UGHTNG 10A 1P 12-2 2 RECEPTS 20A 1P 124 µ ALL PORTA9L€APPLIANCES, INCLUDING N614 TO_- 14AVE DISCONNECT IF NOT WITI#N VIFW Or ELECTRIC PANEL. - _... ELECTRICAL PANEL "H" SIZING DESCHIPFIUN- 0035 KW SF )t SYn SF X 1.26 4_17 1 HYAC Ia'i D.D KW IDI) 9 RECEPT501410VA1'lUDD 1_52 TOTAL 16.69 KW TOTAL 1240 X I00D 09_54 NAPS INSTALL 125 AMP PANEL 120 t 240V 1:) ELECTRICAL SCHEDULE CIRCUR NOMISHCLATLIRE BREMER (AI WIRE SIZE CU NM. VIVO. 1 B 3 IWAC BAA2P 6.2 4,5 LIGHTING MIP 122 2 F'1pCEPTS 20AIP 12-2 ALL PORTABLE APOLIANCES, INCLUDING tVH. TO HAVE DISCONNKT IF NQT SMTFRtt VIEW OF ELECTRIC PANEL ELECTRICAL PANEL "J" SITING DESMIPTION .9035 KW SF X 952 SF X 125 44=17 1 HVAC *100 K" 10.9 T RECEPTS@ IFAVAII0W 128 -2 FANS Q .3 KV^!X 1.25 075 TOTAL 17_00 KW TOTAL )240X TWO Ttt1' AOPS INSTALL 12SAMP PANEL 11201240V i(• CHEDULE �FA&ER IAMF5} WIRE 512E CU.NM. Wb z 00A 2P 20A IF 12.2 2aA IP 12.2 IHOWaN. TO EW CF 11_LEIGTRtt' ELECTRICAL PANEL "L" SIZING rESCRIPTION: �� .0034 KW S'F X 952 SF J1 1,.T5 4�17. .: 1 WVA(: �109K1V 10.9 Rf.CEP`PS � taBVAe IWA 162 TOTAL 16u_69 KW TOTAL 12d0X 1000 SII ANI INSTALL t26 N41P PANEL I W1240V 10 ELECTRICAL SCHEDULE ORCUIT LATURE BREAM -ER IAMPS4 WIRE SUE CU. NK 1&3AC j-1 BSA 2P 0.2 d,S ING 20A:s 12.2 >..z P113 20AB 11.1 1 ALL PORTABLE APPLIANCES. INCLUUIN(3 ART TO HAVE DISCONNECT IF N - C7t WITHIN IAEWOI ELECTRIC PANEL � ii I PD CO. REVISION DATE: CODE REVIEW JULIO ORSEGOSO FLORIDA PE LICENSE NS87W THIRD 4�AR 1 Y AGENCY PLAN REVIEW AND APPROVAL IS LIMITED TO RECERTIFICATION SCOPE OF NK1RK ONLY �' Cd'YI41i1i lqf)-N�OtlX,4{p-rII�pG�ty1COYPIWn' FILE COPY CONSULTING ENGINEER ROBERT T. HAUG FLORIDA P.L. LICENSE#24575 1820 E, EDGEWOOD OR. LAKELAND, FL 33803 N V Lu < j m �4 m r- oLLd, U)Lu d a Sr1 ` i I 0 LU W I D C Q Q J 0 DATE. 02-15-2018 DRAWN: R.L.G. If t MPD JOB: -0018 ' I � i SHEET NO. i Al 0 3 THESE PLANS AND ALL PROPOSED WO ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSIARY IN (ADLM TO COMPLY WITH ALL APPLICABLE CODES. Gia ARDinRL :11c nEER11'Ir 1"ISSUGIRTES TIC. 540 NW UNIVERSITY BLVD. SUITE 206 PORT ST. LUCIE FL 34986 T.561.746.6343 F.561.746.3602 info@CEAengineers.com CA LIC. 31555 ST. JAMES CHRISTIAN ACADEMY OLEANDER AVE. CAMPUS FLORIDA .- O '• 0 S1ONA' i`�\\\\\ JOSEPH L. LAMMERS ,PE PE # 78477 SEAL ® 2017 CARDINAL ENGINEERING ASSOCIATES, INC. THIS DOCUMENT, SHEET NO. HAS BEEN PREPARED SPECIFICALLY FOR THIS PROJECT. THIS DOCUMENT IS NOT SUITABLE FOR USE ON OTHER PROJECTS OR IN OTHER LOCATIONS WITHOUT THE APPROVAL AND PARTICIPATION OF CARDINAL ENGINEERING ASSOCIATES. UNAUTHORIZED REPRODUCTION AND/OR REUSE IS PROHIBITED. SHEET TITLE: MODULAR BUILDING REFERENCE REVISIONS: DESIGN BY: DATE: DJL 05120/17 DRAWN BY: CHECKED: NL JL E3,2 OF 5 ELECT SHEETS