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Home My WebLink AboutBuilding Plansm FOUND 4" X 4" CONCRETE MONUMENT FOUND 3/4"0 WITH DISC STAMPED: FOUND 4" X 4" IRON PIPE S89"42'06"W(C) "RLS 2391" CONCRETE MONUMENT NO/CAP - NO I.D. (SRD)(C) 2 3 2 4-,' WITH DISC STAMPED: / 169.57' "PRM 2391" _ \53.95' 68 53.95' 72giS'• 2 5 ". ,c � NORTH LINE �gj�v Qx FOUND 1/4"0 IRON R rpOOT SECTION 25/34/40 115.72`� NO CAP NO I.D. J�cJ y� n (o.3o's.) P.O.C. (LESS & EXCEPT) c�z c7�$ 89'48'14" (SRD)(C) (NORTHWEST CORNER -SECTION 25) (NORTHEAST CORNER -SECTION 26) 01 EXHIBIT "A" ONE AO (DEPTH 1. ') EASWOF_ AY LINEPART 1, 2 & 3 0 ZONE "X"(OUTSIDE 0.2% ANNUAL \NN Nd' CHANCE OF FLOOD PLAIN) STATE OF FLORIDA \ DEPARTMENT OF NATU L "ST. Z r? O 4 U O� N, RESOURCES LUCI COUNTY COASTAL U; NSTRUCTION CONTROL LI O N O N. 6' SHEET 5 OF 10 DATED 9/15/1988 O NA O' �o Y AT BOOK 26, 26A-261 -�4 ST. LUCIE CO., FL. cn o o 00 o iJ1N WEST RIGHT -OF- jo c1 -'�o N= N. I`? y WAY LINE �,; vi o O a �!U1v o � ^^ a o, V_ o �: CURVE DATA (C) N� o ti `� o o M n v" RADIUS=2914.93' rn 0 J (C) CORNER DELTA=1'33'28" O Ln NNOT OT SETD LENGTH=79.26' Y '� CTISET END OF CURVE A) 1/2"0 IRON ROD & CAP STAMPED: "CARTER _� N �1y ASSOC." b FOUND-11/26/08 FOUND-03/06/14 Yr / D 61, P.O.B.UP. T URE ROA .2g��"E Oi 2 50 SUBJECT PARCEL SFAC SPHPE METES & BOUNDS S89'47'00"E 266.50' U) ;t L Qov co o yy oN � A O >rco AmN ` 0 DG n -i \ .p \ ` NO 00 Z O� LnLp "LESS & EXCEPT" cO "LESS & EXCEPT" o o \ 1 PARCEL DESCRIBED IN PARCEL DESCRIBED o EXHIBIT "A" o IN EXHIBIT "A" - "b PEPPER BEACH PARK PEPPER BEACH PARK ✓ fl\ PART 3 Imo, PART 2 Lp . f NW \ O OLP , \ N O z <T J O \ LA W \/ O A Oq ✓ \ Y cV r N 6' WIDE- Lo FPL \ YO 6: EASEMENT N ORB 779 w N PAGE 2371 M O o z SOUTH LINE OF GOVERNMENT SOUTH LINE OF GOVERNMENT LOT 1, SECTION 26134140. LOT 1, SECTION 25134140. 765.21'(D) 249.80'(D) S89'35'23"E (D)S89•35'23"E (D) N89'35'23"W (D) GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 LA PARCEL 61 O � PARCEL ESCRIBED IN EXH I T 'A" P.O.B. PEPPERPA A �H PAR EXHIBI T "A" PART 1 MUSEUM PAR EL N� 1' AP ROXIMATE EXHIBIT A \ LODNY F EXHIBIT "A" 164,103.05 sq.f R=2914.93 SPLPART 1 CURVE DATA (D) 3.76 acres L=197.16' RADIUS=2914.93' Tan=98.62' ,CREW CB=N17'53'15"W Delta=3"52'32" SLAB CD=140.85' Ch B=N18"35'24"W CURVE DATA (C) Ch=197.13' w CB=N18'02'17"W L4 \ CD=140.96' o FOUND POURED -IN -PLACE RADIUS=2914.93' CONCRETE MONUMENT DELTA=2'46'16" WITH DISC STAMPED: \ L=140.98' "A-30 (94-77-A-30)" BEGINNING OF CURVE N89'25'23"W 266.50' FOUND-11/26/08 38.15' FOUND-10/19/10 11 SET 1/2"0 IRON ROD & %g CAP STAMPED: r "CARTER ASSOC." FOUND-11 /26/08 a RE-SET-10/19/10 RE -SET 03/06/14 ZONE AO (DEPTH 2.0') � ZONE VE (EL.13' NAVD'88) CONCRETE WALK _32 Sn 6'x12' 266.50'(D) SET 1 /2 0 IRON ROD & ® COVERED (D) 50 CAP STAMPED: 19.5, x I ' SLABCONCRETE Er CARTER ASSOC." SLAB Ul U 03/06/14 C, EXISTING N A \ 1-STORY LP Q �N = 6'x12' $ = - uls COVERED BUILDING p CONCRETE s Q O , g(,Ag cam? A/C SLAB O O ✓ /` f CONC. c �O CONC. N✓ < PPROXIMATE O Ij Ley, \ \ CATION OF a 7- DISPLAY 4l1 0. CONC. 1 N 12' X 24' CP � 5 FRAME SHED N RVCONIC. '_Az", N 24" X 24" 6o a (J+ API IS' 14' EXISTING _ L01 FOR D/STEM-WALL LCP FOU TK)N TOP 7.43' NAVD'88 10' 1' CONCRETE i ZRP�� -MEMORIAL SPN� / SIGN 41' 4- 8' WIDE CONCRETE WALK CONCRETE EXISTING QO MULTI -STY ROCK WITH C.B.S. 12' BRICK s BUILDING BORDER \` F.F.EL.7.48 NAVD'88 4.6 CONC. SLAB W/AC UNITS N �• LIFT STATION MH. 26101A. AND ELEC. 8"t CP PANEL TSM-'B"A WALL MULTI -STY. PUMP' C.B.S. 'NATIONAL NAVY W12' X 12" BUILDING 21 UDT-SEAL CONC. PAD MUSEUM "(SIGN) LOCATION OF A( DSV" DISPLAY F00NraN BRICK WAIX APPROXIMATE LOCATION OF "H OPTE DISPLAY A PROXIMA L TION F x Y �M C ISPLAHINE GUN \ Y J� 6 PPRO APPROXI ATE VCA TIO LOC�MO OF BEAC 'DSV' DIS AY BSTACL d e t\ DISPLA A BLOCK R WALL QOP OOY � piSPl-O` BRICK WALK P U; TE \%' �FLANO- z' APM L0CA110N OF " 'O PR" DISPLA G X �➢ Z n C)m � CONC. o 0 o � 60 CONC. SEAL WMORIAL 19' R DIUS ' HIGH CH N LINK X REMAINDER OF "PEPPER TOTAL AREA: 13.280t ACRES RIGHT-OF-WAY TO M.H.W.L. (2014) HAS BEEN UPDATED FOR THIS SURVEY DATED: MARCH 06, 2014 PARK" SP1/D�P\1� 0� �y O� yy F2 0 7.5' X 10' ELEVATED LIFEGUARD STATION 'PROXIMATE LOCATION OF )P OF "DUNE BLUFF" AND EDGE OF VEGETATION LD OBSERVED 0310612014) I....l. ..... of the National Navy SEAL Museum Memorial at Pepper Beach Park OF A PORTION OF GOVERNMENT LOT 1, SECTION 25 AND A PORTION OF GOVERNMENT LOT 1, SECTION 26 TOWNSHIP 34 SOUTH, RANGE 40 EAST ST. LUCIE COUNTY, FLORIDA DESCRIPTION OF NATIONAL NAVY SEAL MUSEUM MEMORIAL PARCEL AT PEPPER BEACH PARK (PROVIDED BY CLIENT): "EXHIBIT A PEPPER BEACH PARK A PART OF SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: FOR POINT OF REFERENCE COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 25, THENCE SOUTH 00'02'55" WEST ALONG THE EASTERLY LINE OF SAID SECTION 25 FOR A DISTANCE OF 803.54 FEET TO A POINT,' THENCE NORTH 71'37'15" EAST A DISTANCE OF 189.06 zFEET TO THE EASTERLY RIGHT-OF-WAY OF STATE ROAD A-1-A AND THE POINT OF BEGINNING, THENCE CONTINUE NORTH 71'37'15" EAST A DISTANCE OF 232.50 FEET TO A POINT; THENCE SOUTH 55 5825" EAST A DISTANCE OF 91.95 FEET TO A POINT,• THENCE SOUTH 15'05'45" EAST A DISTANCE OF 562.82 FEET TO A POINT, THENCE NORTH 89 29'45" WEST A DISTANCE OF 286.30 FEET TO THE EASTERLY RIGHT-OF-WAY OF STATE ROAD A-1-A; THENCE NORTH 1630'05" WEST ALONG THE EASTERLY LINE OF SAID STATE ROAD A DISTANCE OF 401.35 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 2,914.93 FEET,' THENCE ALONG AN ARC OF THE SAID CURVE, SAID ARC HAVING A CHORD BEARING OF NORTH 17 53'15" WEST, AND A CHORD DISTANCE OF 140.85 FEET, TO THE POINT OF BEGINNING. ALL BEARINGS BASED ON THE STATE ROAD DEPARTMENT DATA AS SHOWN ON RIGHT-OF-WAY MAP OF STATE ROAD A-1-A DATED APRIL, 1950. AND GOVERNMENT LOT 1 OF SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST LESS THE RIGHT-OF-WAY FOR STATE ROAD A-1-A AND LESS THE FOLLOWING DESCRIBED PARCEL: COMMENCE AT THE NORTHWEST CORNER OF SAID SECTION 25, THENCE SOUTH 00'11'37" WEST 645.34 FEET TO THE POINT OF BEGINNING, THENCE SOUTH 893523" EAST 38.15 FEET, THENCE SOUTH 21 '4623" EAST 112.09 FEET, THENCE SOUTH 16 2223" EAST, 594.23 FEET, THENCE NORTH 89'35'23" WEST 249.80 FEET, THENCE NORTH 00'11'37" EAST 672.83 FEET TO THE POINT OF BEGINNING. AND GOVERNMENT LOT 1, SECTION 26, TOWNSHIP 34 SOUTH, RANGE 40 EAST LESS THE RIGHT-OF-WAY FOR STATE ROAD A-1-A AND LESS THE FOLLOWING DESCRIBED PARCEL: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 26, THENCE SOUTH 00'11'37" WEST 645.34 FEET TO THE POINT OF BEGINNING, THENCE NORTH 893523" WEST 266.50 FEET, THENCE SOUTH 10'44'37" WEST 324 FEET, THENCE SOUTH 4431'37" WEST 288 FEET, THENCE SOUTH 5835'42" WEST 279.51 FEET, THENCE SOUTH 8973523" EAST 765.21 FEET, THENCE NORTH 00'11'37" EAST 672.83 FEET TO THE POINT THE MEAN HIGH WATER ELEVATION 0.53' NORTH AMERICAN OF BEGINNING." VERTICAL DATUM 1988 FIELD OBSERVED MARCH 06, 2014 (PROJECTED FROM TIDE INTERPOLATION POINT ID.,f100897 CONTAINING 3.76 ACRES MORE OR LESS. TO TIDE INTERPOLATION POINT ID.,f100896, AS SHOWN ON "LABINS INTERACTIVE MAP-) DESCRIPTION (PREPARED BY SURVEYOR 6/18/02): A PARCEL OF LAND LYING WITHIN GOVERNMENT LOT 1 SECTION 25 TOWNSHIP 34 SOUTH RANGE 40 EAST ST LUCIE COUNTY FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' ' ' COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 25, RUN SOUTH 89'42'06" WEST ALONG THE NORTH LINE OF SAID SECTION 25, A DISTANCE OF 115.72 FEET TO THE EAST RIGHT-OF-WAY LINE OF STATE ROAD A-1-A (100 FOOT WIDE RIGHT-OF-WAY); THENCE, DEPARTING SAID NORTH LINE, RUN SOUTH 22'05'09" EAST ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 664.32 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT,' SAID CURVE BEING CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 2914.93 FEET AND A CENTRAL ANGLE OF 133'28"; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE, A DISTANCE OF 79.26 FEET TO THE POINT OF BEGINNING; FROM THE POINT OF BEGINNING, RUN NORTH 7021'17" EAST ALONG A LINE (AND THE EASTERLY EXTENSION THEREOF) GENERALLY PARALLEL WITH AND APPROXIMATELY 15 FEET NORTH OF (AS MEASURED AT RIGHT ANGLES TO) THE NORTHERLY EDGE OF A PRIVATE PAVED ACCESS ROAD (AS IT NOW EXISTS), A DISTANCE OF 706.93 FEET, MORE OR LESS TO THE INTERSECTION WITH THE APPARENT MEAN HIGH WATER LINE AS ESTABLISHED ON JUNE 5, 2002, THENCt DEPARTING SAID PARALLEL LINE, RUN ALONG SAID APPARENT MEAN HIGH WATER LINE, THE �� FOLLOWING THREE COURSES. -SOUTH 15 52'36" EAST A DISTANCE OF 220.94 FEET,SOUTH 13'11'20" EAST, A DISTANCE OF 239.82 FEET,• SOUTH 14'47'53" EAST, A DISTANCE OF 430.14 FEET TO THE INTERSECTION WITH THE EASTERLY EXTENSION OF THE SOUTH LINE OF THE AFOREMENTIONED GOVERNMENT LOT 1, SECTION 25; THENCE SOUTH 89730'59" WEST ALONG SAID LINE, A DISTANCE OF 695.41 FEET, MORE OR LESS, TO THE INTERSECTION WITH THE AFORESAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD A-1-A; THENCE NORTH 16,39,09" WEST !►,� ALONG SAID EASTERLY LINE, A DISTANCE OF 462.65 FEET TO THE BEGINNING OF A CURVE TO THE LEFT, • SAID CURVE BEING CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 2914.93 FEET AND A CENTRAL ANGLE OF 3'52'32"; THENCE NORTHWESTERLY ALONG THE ARC OF SAID \ CURVE, A DISTANCE OF 197.16 FEET TO THE POINT OF BEGINNING. SAID PARCEL LYING AND BEING IN ST. LUCIE COUNTY, FLORIDA. SURVEYOR'S GENERAL NOTES AND REPORT: 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER, THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VALID. 2. THE LAST DAY OF FIELDWORK PERFORMED FOR THE UPDATE BOUNDARY SURVEY EFFORT WAS MARCH 6, 2014. SUBSEQUENT ADDITIONS, DELETIONS AND/OR UPDATES, IF ANY, ARE REFLECTED IN THE DRAWING O REVISIONS. 3. BEARINGS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 1999, AND ARE PROJECTED IN THE FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE (901) AND ARE REFERENCED TO THE ESTABLISHED AND MONUMENTED LINE SHOWN HEREON LABELED AS THE BEARING BASIS, THE COASTAL CONSTRUCTION CONTROL LINE PASSING THROUGH THE SUBJECT PROPERTY /III BEARING NORTH 15054*46" WEST AS PUBLISHED IN PLAT BOOK 26, PAGES 26A-261, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. ALL OTHER BEARINGS ARE RELATIVE THERETO. r 4. UNLESS A DIFFERENCE IS SHOWN, OBSERVED AND RECORD DIMENSIONS ARE THE SAME. ALL DIMENSIONS SHOWN HEREON ARE DISPLAYED IN U.S. SURVEY FEETAND DECIMAL PARTS THEREOF, 1\ 5. THE BOUNDARY DETERMINATION AND DELINEATION SHOWN ON THIS MAP OF SURVEY WAS BASED UPON THE PROFESSIONAL OPINION THE REGISTERED SURVEYOR PURSUANT TO NORMAL PRINCIPALS AND PRACTICES OF LAND SURVEYING AND IS NOT INTENDED TO IMPLY OR DETERMINE OWNERSHIP. THIS SURVEY DOES NOT INTEND TO DELINEATE LOCAL AREAS OF CONCERN OR ANY OTHER JURISDICTIONAL DETERMINATION. 6. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE BENEFIT AND USE OF THE PERSONS AND/OR ENTITIES NAMED HERON FOR THE PURPOSES IDENTIFIED HEREON ONLY. UNLESS OTHERWISE STATED, CERTIFICATION OF THIS SURVEY MAP APPLIES ONLY TO THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472,027, FLORIDA STATUTES. THE CERTIFICATION IN NO WAY CONSTITUTES NEITHER GUARANTY NOR WARRANTY TO ANY OTHER INFORMATION NOT SHOWN HEREON. ADDITIONS, DELETIONS OR REVISIONS TO THIS DRAWING BY OTHERS ARE NOT PERMITTED AND THIS SURVEY MAY NOT BE TRANSFERRED WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THE SIGNING SURVEYOR. THIS SURVEY IS NOT VALID FOR ANY OTHER PURPOSE OTHLR THAN INTENDED BY THE SIGNING SURVEYOR. 7. THE LEGAL DESCRIPTION IN QUOTES AND MATTERS OF PUBLIC RECORD WERE FURNISHED BY THE CLIENT, THIS PROPERTY(S) WAS NOT ABSTRACTED OR RESEARCHED BY THIS OFFICE FOR ENCUMBRANCES OF RECORD. THE HEREON DE SCRIBED ESCRIBED PROPERTY IS SUBJECT TO RESTRICTIONS, RESERVATIONS, EASEMENTS AND RIGHTS OF RECORD, -OF -WAY IF ANY. MATTERS OF RECORD NOT BROUGHT TO THE SURVEYOR'S ATTENTION BY THE CLIENT, THEIR AGENT OR AS DISCLOSED BY A FURNISHED TITLE INSURANCE POLICY AND NOT INCLUDED. NO INVESTIGATION WAS MADE BY THIS OFFICE INTO THE VALIDITY OF ANY EASEMENTS CITED IN THE LEGAL DESCRIPTION OR FOR ANY ENCUMBRANCES NOT OF RECORD IN THE INFORMATION FURNISHED BY THE CLIENT. THE METES AND BOUNDS LEGAL DESCRIPTION WAS GENERATED BY THIS FIRM BY THE REQUEST OF THE CLIENT AT THE TIME OF THE PREVIQy S SURVEY DATED 2002. 8. THE EXPECTED USE OF THE LAND, AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (5J-17, F A.C.) IS SUBURBAN. THE MINIMUM RELATIVE DISTANCE ACCURACY OF BOUNDARIES FOR THIS TYPE OF SURVEY IS 1 FOOT IN 7,500 FEET. THIS SURVEY MEETS OR EXCEEDS THE STATED ACCURACY REQUIREMENT, 9. WITH EXCEPTION TO WHAT HAS BEEN FIELD LOCATED AND SHOWN ON THIS SURVEY, THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON (IF ANY) COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, SUBSURFACE AND/OR AERIAL ENCROACHMENTS, IF ANY, WERE NOT LOCATED AND/OR DEPICTED ON THIS SURVEY UNLESS NOTED OR IDENTIFIED. 10. THE HEREON DESCRIBED PROPERTY APPEARS TO LIE WITHIN (PROTECTED AREAS - CBRS) FLOOD ZONE "X" (OUTSIDE 0.2% ANNUAL CHANCE OF FLOOD), "AO" (DEPTH 1'); "AO" (DEPTH 2') AND "VE" (EL. 13' NAVD'88), AS SHOWN ON FLOOD INSURANCE RATE MAP (FIRM) NO. 12111CO181; COMMUNITY NUMBER: 120285, PANEL 0181, SUFFIX "J" MAP EFFECTIVE DATE FEBRUARY 16, 2012. INDEX MAP DATE: FEBRUARY 16, 2012. SURVEYOR'S GLOBAL POSITIONING SYSTEM (G.P.S.) NOTES: 1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) 2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY LEICA GX1230 -12 CHANNEL (L1 & 1_2). 3. THE ORIGINAL GPS RTK MEASUREMENTS BEGAN AND COMPLETED ON OCTOBER 10, 2010. TWO LEICA DUAL FREQUENCY GPS RECEIVERS EQUIPPED WITH RT-SKI (REAL TIME MEASUREMENT CAPABILITIES) WERE USED TO GATHER GPS DATA. TYPICALLY A BASE RECEIVER IS SET UP ON AN ESTABLISHED CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATAAND CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE DETERMINED VIA RADIO / MODEM LINK WITH THE BASE STATION AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED USING LEICA GEO OFFICE, VERSION 7 THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS FOLLOWS: HORIZONTAL: 10MM + 1 P (R SEE 16578-C2, PROJECT 10-389S FOR PAST BOUNDARY AND TOPOGRAPHIC VERTICAL: 20MM + 1PPM (RMS). S). ELEVATIONS GPS CONTROL POINT (REFERENCE STATION): DESIGNATION - CARTER BASE 29 VERTICAL DATUM: STATE/COUNTY - FL/INDIAN RIVER USGS QUAD - VERO BEACH (1983) 1. ELEVATIONS ARE BASED ON NORTH AMERICAN DATUM 1988. ROXIMATE LOCATION OF NAD 83 (1999) 27°38'23.94471" (N) 80°24'10.08008" (W) 2. ORIGIN BENCHMARK: TOP OF POURED IN PLACE CONCRETE MONUMENT- D.N.R. "94-77-A-30" ST. LUCIE ELEVATION: 43.69 FEET (N.A.V D. 1988) COUNTY, FLORIDA, EL. 5.04' NAVD-88 (PUBLISHED) OF "DUNE BLUFF" AND ELLIPSOID HEIGHT - 13.9062 METERS DGE OF VEGETATION DESCRIPTION: CARTER ASSOC., INC. REFERENCE STATION, 1708 21ST STREET, VERO BEACH, FLORIDA. OBSERVED 0310612014) LOCA Rpl� NCE A IMATE "PBRBRD LAY LOCATION OF CE . {: PPROXIMATE DISPLAY OCA71ON OF O 1; OX" DISPLAY MONITORING WELL PROXIMATE W/48- X 48" CATION OF IMA �CFGUNBOAT" CONC. PAD 1 Z•8 (TYPICAL) X L CA77 DISPLAY LOCATION F 5':t WIDE t "PBR" CONCRETE WALKWAY DISPL GATE -: ` (TA)Y ��'} FOUND POURED -IN -PLACE _•- x N89. 8'49" W (C) } CONCRETE MONUMENT FOUND 4" X 4" x N89'2 '45"W (D) 2 6.30' WITH DISC STAMPED: CONCRETE MONUMENT NO I.1). "DNR T-25" FOUND-11/26/08 ® ASPHALT PARKING AREA X FOUND-11/26/08 FOUND-10/19/10 � FOUND-03/06/14 o w rn N ASPHALT SURFAC ROAD o (o 11.5 O_ O- wm r _ OWN. OF PA SOUTH LINE OF GOVERNMENT N80.08 O5�_ 56. LOT 1, SECTION 25/34/40 3.4°- 232.50' 17).80' 22" 233.19' '�lI - FENCE CORNER= S89"30'59"W 762.05' x "APPARENT SE" \NORTH LINE OF GOVERNMENT \ OWN. OF PA STATE OF FLORIDA DEPARTMENT OF NATURAL FENCE CORNER= 3.0's. OF PA \ 6' HIGH D "PRIVACY FE CE LOT 2, SECTION 25/34/40. FOUND 4" X 4" RESOURCES "ST. LUCIE COUNTY COASTAL 3.4' NOR OF P/L SET 1/2"0 IRON ROD & CAP CONCRETE MONUMENT CONSTRUCTION CONTROL LINE" Z STAMPED: "CARTER ASSOC." \ TOP BROKEN NO I.D. SHEET 5 OF 10 -� FOUND-11 /26/08 DATED 9/15/1988 'o FOUND-11/26/08 PLAT BOOK 26, 26A-261 cr N' FOUND-10/19/10 sr. LUCIE CO., FL y0 90 FOUND-03/06/14 \ FOUND-03/06/114 \ kAr EAST A ✓ ZONE AO (DEPTH 2.0')� C� ZONE VE (EL.13' NAVD'88) RIGHT-OF-WAY 210� \ LINED �O ZONE "X"(OUTSIDE 0.2% ANNUAL C� '0D �. on\ CHANCE OF FLOOD PLAIN) mz rn. ti ti o ZONE AO (DEPT 1.01) 25.6 LEGEND: (C) = CALCULATED. STY. = STORY. (9 = MONITORING WELL. D =DEED CBS = CONCRETE BLOCK STRUCTURE. ) = SPRINKLER HEAD. (P) = PLAT DATA CB = CHORD BEARING. ® = FLAG POLE. (FDOT) = FLORIDA DEPARTMENT OF TRANSPORTATION. CD = CHORD DISTANCE. M = MAILBOX. (SRD) = STATE ROAD DEPARTMENT. POB = POINT OF BEGINNING. O = WELL. I.D. = IDENTIFICATION. POC = POINT OF COMMENCEMENT. III, = CONCRETE UTILITY POLE. P/L = PROPERTY LINE. RLS = REGISTERED LAND SURVEYOR. c0_3 = WOOD UTILITY POLE. (TYP). = TYPICAL. CCCL = COASTAL CONSTRUCTION CONTROL LINE. FPL = FLORIDA POWER & LIGHT AC OR A/C =AIR CONDITIONER. MHWL = MEAN HIGH WATER LINE. OHU = OVERHEAD UTILITY. STY. STORY. DNR = DEPARTMENT OF NATURAL RESOURCES. E �p = WATER METER LCPR = LANDING CRAFT PERSONNEL. -o- =SIGN CBS CONCRETE BLOCK STRUCTURE PBR = PATROL BOAT -RIVER. = FIRE HYDRANT PRM = PERMANENT REFERENCE MARKER ryI FD. = FOUND © = ELECTRICAL PULL BOX �}TBM = TEMPORARY BENCHMARK SDV = SEAL DELIVERY VEHICLE N = SANITARY VALVE MH = MANHOLE COVER ® = MAIL BOX RECEPTACLE RV ORB = OFFICIAL RECORDS BOOK Q = TELEPHONE OR CABLE RISER = REUSE VALVE = LIGHT EOP =EDGE OF PAVEMENT ® =ELECTRICAL BOX 0 = DIAMETER X = FENCE National Navy SEAL Museum Memorial at Pepper Beach Park ZiIk U U z W Q CARTER ASSOCIATES INC. 3 3 0 0 Q CONSULTING ENGINEERS AND LAND SURVEYORS O oCL 1708 21ST STREET 772-562-4191 TEL CER TI FIED TO: I UJ Z o VERO BEACH, FLORIDA 32960-3472 772-562-7180 �FAX� UDT-SEAL MUSEUM ASSOCIATION x oo C) z m co CO � O��M o zM+N BOUNDARY SURVEY C) C) Q g � o Q ��QN d u1� PORTION OF SECTIONS 25 & 26 (n - (n ----------------------------------- Q FRANK S. CUCCURESE, PSM `` -' `` TWP. 34 S. RNG. 40 E. FLORIDA REGISTRATION N0. 4765 N n vi o (0o (nW N o (i z � (aCARTER ASSOCIATES, INC. LB N0. 205 \\�� - I I u 1 Z C6 m `n 00 °Q�?�wST" LUCIE COUNTY, FLORIDA �°' oo,w r.l� SIGNATURE \ I I_ I ci o I j L` (f) C) DATE________________ z O N o o DATE DWG BY APP'D BY H. SCALE V. SCALE �PROJ. NO. Sheet 1 of 1 Lu o 4'J a w o w z w 'w w D- 6/18/02 JAW/FSC DEL/FSC 1"=50' N/A 10-389S Dwg. # 16578 C3 Q: l CE U Or �C Tr 02 Of - 14-253S ZONING: INSTITUTIONAL USE PARKS & RECREATION/MUSEUM-PUBLIC FUTURE LAND USE CONSERVATION PUBLIC OVERLAY ZONING DISTRICT. HUTCHINSON ISLAND ZONE A LEGAL DESCRIPTION: SEE SURVEY PARCEL ID NO. 1425-220-0001-000-1 MIN. LOT AREA: 20,000 S.F. MAX BUILDING HEIGHT: 125 FT. MAX BUILDING COVERAGE: 30% FLOOD ZONES: X, AO AND VE PER SURVEY. SITE DATA TOTAL SITE _ TOTAL IMPERVIOUS AREAS = EXIST. MUSEUM #1: _ EXIST. MUSEUM #2: _ EXIST. SIDEWALK/STOOP: _ EXIST. GRAVEL DRIVE: _ EXIST. ASPHALT AREA: EXIST. BLEACHER PAD/SIDEWALK: _ PHASE II NEW EAST ENTRANCE: PHASE II NEW WALL/STOOP: _ PERVIOUS AREA PROVIDED = LOT COVERAGE: REQUIRED: N/A EXIST. PROVIDED: 8.12% SQFT. ACRES _% 164,103 S. F. = 3.767 AC = 100.00 % 24,432 S.F. = 0.560 AC = 14.88 % 4,804 S.F. = 0.110 AC = 2.93 % 8,523 S.F. = 0.196 AC = 5.19 % 7,352 S.F. = 0.168 AC = 4.48 % 2,635 S.F. = 0.061 AC = 1.61 % 447 S.F. = 0.010 AC = 0.27 % 440 S.F. = 0.010 AC = 0.26 % 200 S.F. = 0.004 AC = 0.12 % 31 S.F. = 0.001 AC = 0.02 % 139,671 S.F. = 3.207 AC = 85.12 % BUILDING RATIOS: SQ FT. % EXIST. MUSEUM #1: 4,804 S.F. 35.52 % EXIST. MUSEUM 2 = 8,523 S.F. = 63.00 % (PHASE II) PROPOSED ENTRANCE 200 S.F. = 1.48 % TOTAL AREA: = 13,527 S.F. = 100.0 % SETBACKS: REQUIRED: PROVIDED FRONT (WEST) 50.0' ' REAR (EAST) 30.0' 74: �1 SIDE (NORTH) 20.0' 2 0 SIDE (SOUTH) 20.0' 117.6' PARKING REQUIREMENTS: REQ'D.: PER ST. LUCIE COUNTY LDC, SECTION 7.06.02, 1.32 SPACES PER 1,000 S.F. AREA ARE REQUIRED. TOTAL MUSEUM AREA = 13.527 S.F. WHICH EQUATES TO 18 SPACES. PRO'D.: OVER 90 EXISTING SPACES EXISTING PARKING LOTS SATISFY THIS REQUIREMENT. H/C PARKING REQUIREMENTS: REQ'D.: PER ST. LUCIE COUNTY LDC, SECTION 7.06.02, 16-50 REQUIRED PARKING SPACES = 2 REQUIRED HANDICAPPED PARKING SPACES PRO'D.: (3) EXISTING H/C SPACES PROVIDED EXISTING PARKING LOTS SATISFY THIS REQUIREMENT. LOADING REQUIREMENTS: REQ'D.: (1) 12' X 45' AREA PRO'D.: (1) 12' X 45' AREA THIS AREA SHOWN IS A DESIGNATION ONLY - NO STRIPING REQ'D. GENERAL NOTES: 1. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH S-r. LUCIE COUNTY STANDARDS AND SPECIFICATIONS. 2. ALL DISTURBED AREAS NOT COVERED BY CONSTRUCTION SHALL BE SODDED OR LANDSCAPED BY OWNER. 3. BOUNDARY DATA PROVIDED FROM A SURVEY PRODUCED BY CARTER ASSOCIATES, INC. DATED 03-1 1-14, 1708 21 ST STREET, VERO BEACH, FL 32960, 1-772-562-4191. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE LOCATION OF EXISTING UTILITIES AND SHALL EXERCISE EXTREME CAUTION WHILE WORKING IN AREAS NEAR EXISTING AND NEW ON-SITE/OFF-SITE STRUCTURES AND UTILITIES, THE CONTRACTOR SHALL REPAIR OR PAY FOR ALL DAMAGES MADE TO EXISTING OR NEW STRUCTURES AND/OR UTILITIES. 5. SITE CONSTRUCTION SHALL BE CERTIFIED BY THE ENGINEER -OF -RECORD WITH APPROPRIATE CONSTRUCTION COMPLETION DOCUMENTATION. 6. DO NOT SCALE DRAWINGS. ALL DIMENSIONS SUPERSEDE ANY GRAPHIC REPRESENTATION. 7. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWINGS AND SPECIFICATIONS REQUIREMENTS WITH EXISTING CONDITIONS IN THE FIELD AND BRING ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION BEFORE PROCEEDING WITH THE WORK. 8. ANY DEVELOPMENT EASTWARD OF THE ST. LUCIE COUNTY "COASTAL CONTROL LINE", CCL, WILL REQUIRE A SEPARATE DEP PERMIT. i G ZONING: C PUB (CONSERVATION PUBLIC) / FUTURE LAND USE RESIDENTIAL URBAN PEPPER PARK - PUBLIC PARK LAND la (c 1000, Ac ACTUAL LEASE/DEED//LINE / O\ (DESIGNATION OF AREA) AREA) NOTE THERE ARE NO CHANGES / / / / Tq EXISTING GRADE ELltIlATIONS \ x \ EXIST. RETENTION AREA �\ �\ I/ EXIST GRAVEL / TO REMAIN / 1 ;� �A � \ \ ' \ EXIST. CHAIN LINK / // EXISTIN I SEATING BLEACHERS V\ \ FENCE TO REMAIN I/ EXISTING CON(, PAD - 41' -Y, t ,1 x t V V x V V / I )AEXISTING STAGING/WARM UP \ � x EXIST CONCREITE / �� AREA 15' R.O.W. / PADS TO REMAIN \ x BUFFER / 38.15 J . " (D) NOTE: ALL STRUCTURES ILLUSTRATED FOR THE PROPOSED OBSTACLE COURSE ARE NON -PERMANENT INSTALLATIONS, AND CAN QUICKLY BE DISMANTLED AND REMOVED IF REQUIRED. NO SUB -GRADE CONCRETE OR PERMANENT STRUCTURE WILL BE USED. APPROXIMATE LOCATION OF PROPOSED OBSTACLE COURSE, BY OTHERS. - PROPOSED RUNNING TRACK TO BE D.O.T. MATERIAL (CRUSHER -RUN) ON EXISTING GRADE, BY OTHERS. EXIST. CHAIN LINK FENCE TO REMAIN ZONING: ATLANTIC OCEAN FUTURE LAND USE COMMERCIAL EXISTING STAGING AREA PROPOSED SCOPE OF WORK AREA - DEMOLISH EXISTING ENTRANCE REPLACE WITH NEW VESTIBULE x \\\EBX N \ Su x��\ \� �, Al \ EXISTING EDGE \\ \ � � \\ \ PHASE it \• `' -> OF PAVEMENT x` \ 0) J \ \\ \ PROPOSED N TO REMAIN EXIST. INLET EXIST. MUSEUM 02 EAST ENTRY EXIST. 5'-0"W. CONC. \ x\ `�\ \ 1-STORY 200 S.F. SIDEWALK. 8,523 S.F. FOOTPRINT F.F. EL. = 8.0 -/ \ F. F. EL. 8.0vz 2 \ ✓ \ 5, 5' '`' �\ , � � cK \ 5�eN EXIST. 4" DDCV \\ \ \ N 3g \ (.;.I\ � x A> \ 6� EXIST. FIRE HYDRANT EXISTING EXISTING FIRE RISER. 24 X24 \ EXIST. ` \ \. Z T� cs x EXIST. 4 F.D.C. \ \ CONC. SLAB \ \ 0) `` ul tI� \ ` TO REMAIN. � C.B.S. \ N x � o \ � BUILDING � ° EXISTING ROCK ° \ (MUSEUM) \ \ Co \ ` \ W/ 12 BRICK \ \ \ A> BORDER �• 6�y \ TO REMAIN. 6 N c �,\ \ EXISTING CONC. �' y i \• �0 �' x z SLAB W/ A/C UNITS Nay - EXIST. MUSEUM1 c*) TO REMAIN. i 1-STORY T Z �d E \ i 4,804 S.F. FOOTPRINT \ t4 \ �o.i i EXISTING LIFT- .- F.F. EL. = 7.48 G \ %0 STATION AND `� \ ✓ � x ,' ELEC. PANEL `x 0 \\ i DESERT PATROL TO REMAIN. EXIST. MACHINE \ N, VEHICLE DISPLAY EXIST. GUN DISPLAY APPROXIMATE -� LOCATION OF x \ � � 1 ` � EXISTING SITE EXISTING PUMP CB.S. \ / o o `� W/ 12"X12" CONC. BUILDING CP "LCPR" DISPLAY D \ \ \ IGN TO REMAIN �s \ J 0 x x�\ PAD TO REMAIN. (MUSEUM) APPROXI ATE `x o APPROXIMATE M LOCATION OF \ ( LOCATION OF "BEACH OBSTk\CLES" 00 �' \ '``� FOUNTAIN DSV" DISPLAY DISPLAY. 1 CV O 'Z \ O O \ �\ \ z ►� o N N_ \ \ I _XISTING 6 H. WOOD "LESS & EXCEPT" \ w•�� p \ f ENCE TO REMAIN. \ \ ROPE PARCEL DESCRIBED \ �� \\ - EXIST. 8' RopF E�/' BLOCK WALL- t TO REMAIN ' x IN EXHI81 T „A„ �� v vv �� °o° v o APPROXIMAT APPROXIMATE EXIST. 5't WIDE r `� LOCATION OF LOCATION OF PEPPER BEACH PARK d \ ��, "PACE cAPsuc " "HELICOPTER" O E�y 6'H. \ CONCRETE WALKWA IN \ x� `ti DISPLAY '' DISPLAY /� � WOAD `FENCE ' TO REMAIN. PART 2 \ r o \ \, �\ - To n� IN \ r c'i ,� J \ ` \ SEAL MEMORIAL APPROXIMATE UNDER O xLocATION of a O \� APPROXIMATE 'LCPR" DISPLAY CONSTRUCTILOCATON ,x C•� J \\ N OF x\ \�1 "M RK6" DISPLAY \. O EXISTING \ EXIST. 6 H. C.L.F. \ - A�\ TO REMAIN \ \ \ �\ APPROXIMATE 6 HIGH WOOD Ob \ \ \ EXIST. 6 WIDE LOCATION OF Y -FE CE TO REMAIN \ x \ t \ \ 'A\ FPL EASEMENT "PBR" DISPLAY N \ \ ` AP OXIMATE LO TION OF O o SEA DISPLAY DO \\ AP ROXIMATE N \ EXIST. - L \ % ZONING CATION of MONITORING C PUB (CONSERVATION PUBLIC) \ \ \ UNBOAT DISPLAY ` \• WELL W/ 48°X48" FUTURE LAND USE RESIDENTIAL URBAN &COMMERCIAL \ x' + PUBLIC PARK LAND \ 0 \ ZONING: HIRD (HUTCHINSON ISLAND RESIDENTIAL DISTRICT) FUTURE LAND USE' COMMERCIAL EXISTING MULTI -FAMILY HIGH RISE \ SITE PLAN _ 50' i APPROXIMATE -f-EXIST 5 f WIDE y \ CONC. PAD LOCATION CONCRETE WALKWA TO REMAIN. / "PBR" DISPLAY 0 REMAIN: \ EXIST. ATE _ _ -� N89°29'45"W D 2 6.30' �- \ N89°38'49"W(C) \. } \ ® x-x-x-x---x-� \ - EXIS ING PAR ING AR TO RE AIN EXIST. -H \ GATE N EXISTING ASPHALT - SURFACE ROAD \ L A 0 EXIST. 8'f WIDE WALKWAY TO REMAIN STATE OF FLORIDA DEPARTMENT OF NATURAL RESOURCES "ST. LUCIE COUNTY COASTAL CONSTRUCTION CONTROL LINE" SHEET 5 OF 10 DATED 9/15/1988 PLAT BOOK 26, 26A-261 ST. LUCIE CO., FL. EXIST. 5'f WIDE WOOD WALKWAY TO REMAIN. a$t O SCALE: 1" = 30'-0" W Z LL 0 0 Z Ill 0 LL 0 N W 2 W W W I D 0 0 Q I Z Q 0 W Z 0 0 I W 0 0 Q 0 LL Q' z W 1-1 _W Z 0- 0 0 Z Ill LL 0 W 0 W F- J, J; REVISIONS BY - 1 12-01-14 MISC. REV. rn co 0 0- (0 0 W0 0) i � ,n Z ul z 0 0J CC L c) J :c m LIJ L;j < w w o z z Ug o ° o 0 0 0 0 0th m r7 U z 00Z ( �Y W to C° w '- C) 0 0 Q LL. Lu M Z Q Z Lu _ 0 0=J ~ LL. 0 1= i - W LL pr U 0>0cr Lu Q z w cr.) 0 z 0 0 0 cy) M 0 Q LL 0 z 00 r- U*),+ 00 L0 :,I,, - O N _. uj chi v CL LL: w / V =ir On z 0 X u- DATE 10-16-14 SCALE 1 " = 30'-0" DRAWN JAO JOB 14-000030 SHEET clol OF 1 SHEETS L I F E A. GOVERNING AGENCY JURISDICTION: ST. LUCIE COUNTY B. FLORIDA BUILDING CODE (FBC) - ALL SECTIONS, 2010, AMENDMENTS AND REVISIONS ADOPTED BY ST. LUCIE COUNTY. C. NATIONAL ELECTRIC CODE (NEC), 2008 WITH ALL AMENDMENTS AND REVISIONS ADOPTED BY ST. LUCIE COUNTY. D. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, F.B.C.-2010. E. FLORIDA FIRE PREVENTION CODE, 2010 EDITION. F. ASCE 7-10. G. NFPA 101 - LIFE SAFETY CODE (F.F.P.C. 2010), 2010 EDITION. 2. DETERMINATION OF OCCUPANCY (FBC 2010, CHAPTER 3, P. 3.1 R): A. ASSEMBLY OCCUPANCY: 1. F.B.C., CHAPTER 3, SECTION 303 - ASSEMBLY GROUP A-3, MUSEUM 2. N.F.P.A. 101 , CHAPTER 12 NEW - ASSEMBLY OCCUPANCY; CHAPTER 6, SECTION A.6.1.2.1 (16) - MUSEUM 3. BUILDING DATA: A. THE TOTAL BUILDING AREA OF THE FACILITY IS (13,527 S.F.) (ACCORDING TO FBC CHAPT. 5, SECTION 502, P. 5.11R - AREA, BUILDING:) IS THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS. BUILDING RATIOS: SAFETY REQUIREMENTS D. A FIRE ALARM SYSTEM MAY NOT BE REQUIRED PER F.B.C. CHAPTER 9, 907.2.1, GROUP 'A' AND PER NFPA 101 - LIFE SAFETY CODE, SECTION 12.3.4:1. IF OCCUPANT LOAD IS LESS THAN 300. THIS DESIGN STILL INCORPORATES A COMPLETE ADDRESSABLE, VOICE ACTIVATED FIRE ALARM SYSTEM, EVEN THOUGH NET OCCUPANT LOAD IS UNDER 300, TO SATISFY CLIENT REQUEST, AND ST. LUCIE COUNTY FIRE RESCUE REQUIREMENTS AND REASONING PER ITEM C. ABOVE. SEE SHEET 701. E. FIRE RESISTANCE RATING REQMT'S. FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (F.B.C. TABLE 602.) EXTERIOR BEARING WALLS AND GABLE ENDS OF ROOF HORIZONTAL SEPARATION. 'FIRE SEPARATION DISTANCE' AS DEFINED: "THE DISTANCE MEASURED FROM THE BUILDING FACE TO THE CLOSEST INTERIOR LOT LINE, TO THE CENTERLINE OF A STREET, ALLEY OR PUBLIC WAY, OR TO AN IMAGINARY LINE BETWEEN TWO BUILDINGS ON THE LOT. THE DISTANCE SHALL BE MEASURED AT RIGHT ANGLE FROM THE FACE OF THE WALL." (SECTION 702 DEFINITIONS) 0 FT. TO 5 FT.: 1 HOUR OVER 5 FT. TO 10 FT.: 1 HOUR OVER 10 FT. TO 20 FT.: 0 HOURS OVER 20 FT. TO 30 FT.: 0 HOUR OVER 30 FT.: 0 HOUR NEW MUSEUM ADDITION IS 12 FEET FROM EXISTING MUSEUM. IMAGINARY PROPERTY LINE BETWEEN FACILITIES = 6 FEET SETBACK, WHICH REQUIRES 1 HOUR. NEW MUSEUM EXTERIOR WALL ADJACENT TO EXIST. BUILDING CONSISTS OF A 3-HOUR RATING (6 INCH THICK CONCRETE WALL AND 3 HR DOORS). PER ST. LUCIE COUNTY FIRE RESCUE REQUIREMENTS - 3-HR WALL RATING ENABLES NEW MUSEUM TO BE SPRINKLERED WHILE EXIST. MUSEUM SHALL REMAIN UNSPRINKLERED. FT. AREA S .EXIST. 6. INTERIOR FINISH CLASSIFICATION: MUSEUM BLDG #1: EXIST. MUSEUM BLDG. #2: 4,804 PER FBC CHPT. 8, SEC. 803) REF. 803.1. EXISTING MAIN GALLERY #1: 4,274 EXISTING SMALL GALLERY #2: 2,586 EXISTING OFFICES/LOUNGE: 960 A. CLASS 'A'; FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450. 'B'; EXISTING RESTROOMS: 37575 B. CLASS FLAME SPREAD 26-75, EXISTING CORRIDOR: 208 SMOKE DEVELOPED 0-450. EXISTING VESTIBULE: 120 C. CLASS 'C' FLAME SPREAD 76-200, SUB -TOTAL- 8,523 SMOKE DEVELOPED 0-450. PROPOSED EAST ENTRANCE: 200 D. INTERIOR WALL & CEILING FINISH REQUIREMENTS TO MEET TOTAL- 8,723 TABLE 803.5 LISTED BY OCCUPANCY & TEST PROTOCOL. GRAND BUILDING TOTAL 13,527 7. FIRE RESISTANT SEPARATIONS, TENANT/OCCUPANCY SEPARATION REQUIREMENTS (TABLE 508.3.3 B. BUILDING HEIGHT (ACCORDING TO FBC CHAPT. 5, SECTION 502 P. 5.1 R) IS THE VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT OF THE HIGHEST ROOF SURFACE. A. PER FBC 2010, CHAP. 5, SECTION 508 - MIXED USE OCCUPANCY PER CHAPTER 5, TABLE 503 P. 5.2, MAX NUMBER OF STORIES IS 2 (GROUP A-3). 508.3 MIXED OCCUPANCIES. EACH PORTION OF A BUILDING SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1 1. PROPOSED EAST ENTRANCE HEIGHT (ONE STORY): MAX. 20'-0" T/PARAPET, WHERE BUILDING CONTAINS MORE THAN ONE OCCUPANCY GROUP, 14'-0" @ LOW END; 16'-9" RIDGE HEIGHT. AVERAGE = 15'-4 1 /2 THE BUILDING OR PORTION THEREOF SHALL COMPLY WITH SECTIONS 508.3.1, 508.3.2 508.3.3 OR A COMBINATION OF THESE SECTIONS. 4. ALLOWABLE BUILDING HEIGHT AND AREA: (FBC 2010* TABLE 503, P. 5.2) NOT APPLICABLE - ENTIRE FACILITY IS ASSEMBLY OCCUPANCY. 508.3.2 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION A. BASED ON TABLE 503, THE FOLLOWING CONSTRUCTION TYPE WILL SHALL QUALIFY AS NONSEPARATED OCCUPANCIES. ACCOMMODATE THE PROPOSED FACILITY, GROUP 'A-3' - ASSEMBLY OCCUPANCY 1. TYPE II-B, UNPROTECTED, SPRINKLERED. 508.3.21 OCCUPANCY CLASSIFICATION. NONSEPARATED MAXIMUM NUMBER OF STORIES : GROUP A-3' = 2 STORIES. OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE 2. BUILDING #2 - ALLOWABLE AREA - OCCUPANCY = GROUP 'A-3' = 9,500 S.F. WITH SECTION 302.1. CODE REQUIREMENTS SHALL APPLY TO AREA INCREASES AS ALLOWED ARE NOT NECESSARY EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY 3. PRIMARY INTENDED USE. CLASSIFICATION OF THAT SPACE EXCEPT THAT THE MOST RESTRICTIVE a. USE GROUP 'A-3' - MUSEUM APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 SHALL APPLY TO THE ENTIRE BUILDING OR PORTION THEREOF. 4. NFPA CONSTRUCTION TYPE II 000� PER TABLE 12.1.E - ASSEMBLY W OCCUPANCY LOAD < 1,000, LIMITED TO 1 LEVEL BELOW 508.3.2-2 ALLOWABLE AREA AND HEIGHT. THE ALLOWABLE LEVEL OF EXIT DISCHARGE AREA AND HEIGHT OF THE BUILDING OR PORTION THEREOF SHALL - THIS FACILITY CONTAINS ONLY 1 LEVEL = OKAY BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE - OCCUPANT LOAD = 277 (SEE 'SHEET LS-2). OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 5. FIRE PROTECTION REQUIREMENTS (FBA. SECTION 603 TABLES 601 & 602) 503.1 508.3.23 SEPARATION. NO SEPARATION IS REQUIRED IN THIS FACILITY. A. UTILIZING TYPE II-B, UNPROTECTED, TYPE OF CONSTRUCTION THE FOLLOWING FIRE RESISTANCE RATINGS ARE REQUIRED: (ASSUMING A FIRE SEPARATION DISTANCE < 30') 8, MINIMUM OCCUPANT LOAD (FBC 2010, TABLE 1004.1.1. P. 10.4) 1. STRUCTURAL FRAMES INCLUDING: 0 HOURS COLUMNS, GIRDERS, TRUSSES A. OCCUPANT LOAD FBC CHPT. 10 (TABLE 1004 1 1 2. BEARING WALLS A) EXTERIOR 0 HOURS (GREATER THAN 30') B INTERIOR 0 HOURS 1. F.B.C. ASSEMBLY UNCONCENTRATED: 1 PERSON PER 15 NET SQUARE FEET. F.B.C. BUSINESS: 1 PERSON PER 100 GROSS SQUARE FEET. 3. NON -BEARING WALLS & PARTITIONS 2. N.F.P.A. 101 CHAPTER 7 : TABLE 7.3.1.2 - A EXTERIOR 0 HOURS PER F.B.C. TABLE 602 a. ASSEMBLY USE - LESS CONCENTRATED, W/O FIXED SEATING = B) INTERIOR 0 HOURS 1 PERSON / 15 S.F. NET (OPEN AREA). b. OFFICE(S) AREA: 1 PERSON PER 100 GROSS S.F. 4. FLOOR CONSTRUCTION 0 HOUR c. SEE OCCUPANT LOAD CHART ON SHEET LS-2 = <1,000 (INCLUDING SUPPORTING BEAMS & JOIST) 5. ROOFS CONSTRUCTIONS 0 HOUR 3. F.B.C. TABLE 1019.1: MINIMUM NUMBER OF EXITS PER OCCUPANT LOAD (INCLUDING SUPPORTING BEAMS & JOIST) (1-500 OCCUPANTS) = 2 REQ'D. B. A SPRINKLER SYSTEM MAY NOT BE REQUIRED FOR OCCUPANCY CLASSIFICATION (SEE ITEM C BELOW). HOWEVER, THIS REMAINS AN OWNER OPTION BASED ON INSURANCE REQUIREMENTS, PROTECTION OF CONTENTS, LIFE SAFETY REQUIREMENTS AND AS RECOMMENDED BY ST. LUCIE COUNTY FIRE RESCUE. C. BASED ON THE PRELIMINARY DISPLAY CONFIGURATION SHOWN ON LS-2, TOTAL OCCUPANT LOAD IS LESS THAN 300 PEOPLE - SEE CHART ON SHEET LS-2. THIS MAY ELIMINATE THE REQUIREMENTS FOR A FIRE SPRINKLER SYSTEM PER ST. LUCIE COUNTY FIRE RESCUE MANDATE. HOWEVER, A COMPLETE MONITORED SPRINKLER SYSTEM IS INCLUDED IN THIS DESIGN, SINCE A PRECISE AREA LAYOUT IS UNAVAILABLE AT THIS TIME AND IS ALSO SUBJECT TO CHANGE IN THE FUTURE. 9. EGRESS REQUIREMENTS (FBC 2010, 1016.1) A. MAXIMUM TRAVEL DISTANCE TO EXIT (FEET) 1. FBC, TABLE 1016.1, Pg. 10.25R, SPRINKLERED, MAXIMUM 250 FEET 2. NFPA 101, CHAPT. 12, SPRINKLERED, MAXIMUM 250 FEET 3. FBC, 1014.3 - COMMON PATH OF EGRESS TRAVEL = 75 FT. B. MAXIMUM DEAD END CORRIDOR LENGTH (FEET) 1. FBC, SECTION 1017 - CORRIDOR - 20 FEET MAXIMUM, 2. NFPA 101 - 12.2.5.1.3 - 20 FEET MAXIMUM C. EGRESS WIDTH PER PERSON SERVED (INCHES) 1. FBC, TABLE 1005.1 W/O SPRINKLER SYSTEM a. 0.2 INCHES PER PERSON FOR LEVEL TRAVEL b. 0.3 INCHES PER PERSON FOR STAIRS 2. NFPA 101, TABLE 7-3.3.1 a. 0.2 INCHES PER PERSON FOR LEVEL TRAVEL b. 0.3 INCHES PER PERSON FOR STAIRS D. MINIMUM CORRIDOR / AISLE WIDTH (INCHES) 1. 44" FBC SECTION 1017.2 2. 44" NFPA 101-12.2.3. 8 E. MINIMUM CLEAR OPENING OF EXIT DOORS (INCHES) 1. 32" FBC SECTION 1008.1.1 2. 32" NFPA 101-7.2.1.2.4. F. COMMON PATH OF TRAVEL 1. F.B.C. CHAPTER 10, 1014.3 EXCEPTION (7) = 50 FT. 2. NFPA 101 CHAPTER 12.2.5.1.2, _ = 20 FEET. G. MAIN ENTRANCE / EXIT 1. PER NFPA 101 - 12.2.3.6.2(2), THE MAIN ENTRANCE/EXIT SHALL ACCOMMODATE ONE-HALF (50%) OF THE TOTAL OCCUPANT LOAD OF EACH ASSEMBLY SPACE. SEE CALCS ON SHEET LS-2. 10. STRUCTURAL LOADS AND WIND FORCES: (FBC 2010 1601 THE FOLLOWING INFORMATION RELATES TO WIND LOADS/PRESSURES SHOWN ON THESE DRAWINGS (ELEVATIONS/SCHEDULES & CLADDING SCHEDULES). 1. CODE: FBC 2010 (ST. LUCIE COUNTY) 0 2. WIND SPEED: 170 MPH. ULTIMATE 3. OCCUPANCY CATEGORY: II 4. IMPORTANCE FACTOR: 1.0 5. WIND EXPOSURE: 'D' 6. INTERNAL PRESSURE: .18 (ENCLOSED BUILDING) 7. COMPONENTS AND CLADDING: SEE SCHEDULE ON DRAWINGS. 8. PROCEDURE: CHAPTER 6 OF ASCE 7-10 OR; PROVISIONS OF FBC 1609 - FOR BUILDINGS 60 FT. (18.3 M.) HIGH OR LESS. 9. OPENINGS: HURRICANE MISSILE IMPACT PROTECTED: PER F.B.C. 2010 THESE PLAINS A:Ni) ALL PAOPO o WUN ARE SUBJECT TO ANY CORRECTIONS REGUIROD BY PIELD INSPECMI THAT U--%Y BE NEC186Afty IN OgrtR TO K" APPUCABLE CODES. r y "_ py W_ z Q 0 0 z W I I Q 0 ir IL z 0 I W a z Wi I 3 D 0 F- 0 Q z Q o tl H w U I H Q) D ir 0 Q 0 0 J D W 3 J D H W z 0 0 z I I Ill Q LL 0 } 0 W II- W Q Q H I 0 I } 0 0 W Z 3 Q 0 W z REVISIONS BY Z& 12-01-14 MISC. REV. rn 0 0 0� 00 W QN U 4 ri Z ~ ° Z O 0 mIL �- J ir UJ z w w z ® w og J 0 • 10 o �Q o0 of rn m Io M Z 0z �Y W 'n c� 2 0 L OLL L1J Cf.) cj) O V O Lu Q 'TCf V/ J C)Q T M Q c w Q Q m O��S� Z 0 _ O Lu LL. U w W Z Q � � � U �>0� Z Q Z W Lu z O CL F_ Z � O � Q M� O LL M z LL! � o O- CL (..� O c CL 00 L0 0 'fir o w!R =w 0A 0 a0 ,``'- ZD 0 0 X LJ DATE 10-16-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 SHEET L S -1 OF 2 SHEETS MAX OCCUPANCY LOAD CALCULATIONS: A EXISTING GALLERY #1 OPEN AREA — A3 ASSEMBLY NO Sl (NOT IN SCOPE: NO PROPOSED CHANGES IN THIS AREA) TOTAd-- GROSS AREA 4,274 NET AREA 2,248 OCCUPANCY PERSOi,J 15 S.F. NET B. EXISTING GALLERY #2 — OPEN AREA -- A3 ASSEMBLY — NO SE[J-5 (NOT IN SCOPE: NO PROPOSED CHANGES IN THIS AREA) —OTAL GROSS AREA NET AREA = 1.082 OCCUPANCY ~~ 1 PERSON / 15 S.F. NET 1.082 3.F, ' 15 = = 72 C. —EXISTING GALLERY #2 -- DISPLAY/MERCHANDISE AREA (NOT IN SCOPE: NO PROPOSED CHANG IN THIS AREA) TOTAL GROSS AREA = = 580 OCCUPANCY = 1 PERSON / JO S.F. GROSS 580 S.F. / JO = = 20 D. EXISTING GALLERY #2 OPEN THEATRE NO FIXED S EATS (NOT IN SCOPE- NO PROPOSED CHANGES IN THIS AREA) TOTAL GROSS AREA = = 254 � I EXIT ROUTE OPTIONS: BUILDING RATIOS: AREA SO. FT. EXIST. MUSEUM BLDG. #1: 4,804 EXIST. MUSEUM BLDG. #2: EXISTING MAIN GALLERY #1: 4,274 EXISTING SMALL GALLERY #2: 2,586 EXISTING OFFICES/LOUNGE: 960 EXISTING CORRIDOR: 208 EXISTING VESTIBULE: 120 SUB —TOTAL- 8,523 PROPOSED EAST ENTRANCE: 200 TOTAL- 8,723 GRAND BUILDING TOTAL 13,527 SEPARATE PERM[[ REU'D FOR FIRE 3PR|NKUER SYSTEM IN ACCORDANCE WITH NFPA 101' 2007 ED., NFPA 13 200!) ED., &c NFPA 30 2007 ED. SHOP DWC'S TO BE SUBMITTED. PROVIDE AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 101 SEC 12-3.4.1. PROVIDE AN ENGRAVED PLASTIC SIGN DENOTING MAX. OCCUPANCY FOR THE NEW EAST ENTRANCE. THERE ARE EXISTING SIGNS PROVIDED IN THE EXISTING BUILDING THAT IS NOT IN SCOPE OF WORK. FIRE SPRINKLER MONITORING NOTE: THIS NEW ENTRANCE ADDITION SHALL HAVE COMPLETE FIRE SPRINKLER SYSTEM WHICH SHALL BE CONTINUOUSLY MONITORED BY A ERTIFIED CENTRAL STATION FIRE AIARM SYSTEM PROVIDING SERVICE THAT COMPLIES WITH ALL REQUIREMENTS OF NFPA 12, NATIONAL FIRE ALARM CODE. | —�----- |______________-- — ______________] END w C# NET PERSON EXITING CAPACITY AT OPENING z C=:> PRIMARY MEANS OF EGRESS & DISTANCE @ MAXIMUM TRAVEL, PATH, & DISTANCE EXISTING PRIMARY MEANS OF EGRESS & DISTANCE @ W EXISTING MAXIMUM TRAVEL, PATH, & DISTANCE NOTES: 1- NO DEAD END CORRIDORS EXCEEDING 20 FEET 2. NO MAX. TRAVEL DISTANCE GREATER THAN 250 FEET (3PR|NKLERED) F8C 2010 TABLE 1018]. 3. ALL DOORS IN 'TIRE RATED WALLS SHALL BE RATED IN A SIMILAR FASHION REGARDING 1'2. & 3 HR. REQUIREMENTS' AS SHOWN IN CONSTRUCTION DOCUMENTS. 4. EXIT LIGHTING AND S|GNAGE: COMPLY WITH FBC CHAPTER EXIST.. _ PROPOSED NET rx Y\ 8\2� 105\ UNG NET ASSEMBLY\ AR _ 83 ROUTE #2 Qj w TOFm /\LD RAVE, _ ENG EXISTING 'p NEW FIRE SPR|NKLER HEAD---� ,� MA T|E |NTO EX|��N� F|R[PERSONS_ SPRINKLER SYSTEM.\ \ ° LOCATION T0 BE DETERMINED � 8Y RRE 3pR|NKLER CONTRACTOR. 0 %%F\7, � TOM � -EXJSTING GA ROUTE 16 ... NO,, ,..'`.`,^, ., EXIST.~ROUTEUL � ° NOTES: 1- NO DEAD END CORRIDORS EXCEEDING 20 FEET 2. NO MAX. TRAVEL DISTANCE GREATER THAN 250 FEET (3PR|NKLERED) F8C 2010 TABLE 1018]. 3. ALL DOORS IN 'TIRE RATED WALLS SHALL BE RATED IN A SIMILAR FASHION REGARDING 1'2. & 3 HR. REQUIREMENTS' AS SHOWN IN CONSTRUCTION DOCUMENTS. 4. EXIT LIGHTING AND S|GNAGE: COMPLY WITH FBC CHAPTER EXIST.. _ PROPOSED NET rx Y\ 8\2� 105\ UNG NET ASSEMBLY\ AR _ 83 ROUTE #2 Qj w TOFm /\LD RAVE, _ ENG EXISTING 'p NEW FIRE SPR|NKLER HEAD---� ,� MA T|E |NTO EX|��N� F|R[PERSONS_ SPRINKLER SYSTEM.\ \ ° LOCATION T0 BE DETERMINED � 8Y RRE 3pR|NKLER CONTRACTOR. 0 %%F\7, � TOM � -EXJSTING GA ROUTE 16 ... NO,, ,..'`.`,^, ., EXIST.~ROUTEUL � ° m cf) w Ic EXISTING GALLERY #2 EWE EXISTING MUSEUM ADDITION 1 —STORY 8.523 S.F. FOOTPRINT F.F. ELEV. = 8.0 EXISTING i LOUNGE D6_5] EXISTING OPEN OFFICE L�7 | EXISTING DIRECTORS QFFIG,E �| No -1| |� EXISTING GALLERY 41� 12'-O" | . " 1-O / | GENERAL NOTES: 1. CONSTRUCTION SHALL FOLLOW CURRENT 2010 7. THE BUILDER MAY SUHST|TUTE ITEMS WHICH THEY 15. REINFORCING STEEL: GRADE 80 (FY = 60'000). ASTW 24. FIRE EXTNCU|3HERS SHALL BE PROVIDED PER FLOOR PLAN. EDITION OF THE "FLORIDA BUILDING CODE" AS ADOPTED BY BELIEVE TO BE EQUAL OR B[|[ER THAN ITEMS SPECIFIED ON THESE A615-A 8c W. 25, ALL VVOOO IN CONTACT WITH MASONRY, CONCRETE, BT. LUC|E COUNTY AS APPLICABLE. DRAWINGS WITH PRIOR SUBWO7ALOFSELECTED MEWS. SPECIFIC 10� PLACING DRAWINGS AND BAR LISTS SHALL -CONFORM OR STEEL SHALL BE PRESSURE TREATEDPROVIDE 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE SPECIFICATIONS AND APPROVAI BY THE OWNER & ARCHITECT. ITEMS TO &C'|.S. "MANUAL OF STANDARD PRACTICE FOR AN APPROVED MOISTURE VAPOR BARRIER BETWEEN TRADES. ALL TRADES SHALL VERIFY ALL DIMENSIONS WHICH WHEN SUBSTITUTED' REQUIRE APPROVAL OF THE OWNER. DETAILING REINFORCED CONCRETE STRUCTURES" THE CONCRETE DR OTHER CEWENT|TOUS MATERIALS IN THE FIELD BEFORE PROCEEDING WITH THE WORK. B. IN ADDITION: THIS CONST|<UCT|0N SHALL CONFORM TO THE ' 315 LATEST E0T0N\' AND THE NO0D AS REQUIRED PER APPLICABLE CODE. J. ALL WORK BY ALL TRADES TO BE COMPLETED IN CONSTRUCTION REQUIREMENTS FOR PASSIVE CONTROLS FOR 17, DETAILS OF CONCRETE REINFORCEMENT SHALL BE IN 28, ALL WORK BY ALL TRADES TO BE COMpLETED IN ACCORDANCE ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, RADON -RESISTANT NEW BUUD|NG CONSTRUCTION PER CHAPTER ACCORDANCE WITH ''THE MANUAL OF STANDARD WITH ALL APPLICABLE CODES' ORDINANCES, STANDARDS STANDARDS OR RESTRICTIONS, WHETHER INDICATED 9B-67 FL. STD' APPENU|X E' FBC 2010 & F3 PART X, PRACTICE FOR REINFORCED CONCRETE CON5TRUCT|ON" OR RESTRICTIONS, WHETHER INDICATED ON THE ON THE DRAWINGS OR NOT. ALL CONTRACTORS' CHAPTER 55I THIS STRUCTURE SHALL BE ISOLATED FROM AS PUBLISHED BY THE CONCRETE REINFORCING STEEL. . DRAWINGS OR NOT. ALL CONTRACTORS, SUBCONTRACTORS, SUBCONTRACTORS' AND SUPPLIERS TO BE PROPERLY THE SOIL BY AN APPROVED STRUCTURAL BARRIER AS DEFINED INSTITUTE UNLESS OTHERWISE INDICATED. AND SUPPLIERS TO BE PROPERLY LICENSED LICENSED AND INSURED AS REQUIRED BY LAW IN CHAPTER E301 DURING CONSTRUCTION. 18. ADEQUATE VERTICAL AND HORIZONTAL SHORING AND INSURED AS REQUIRED BY LAW BEFORE BEFORE PERFORMING ANY WORK ON THE PROJECT. &. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS BEFORE PERFORMING ANY WORK ON THE PROJECT 4. ALL DIMENSIONS ARE NOMINAL. BUILDER SHALL VERIFY ALL OF STRUCTURAL OR NON-STRUCTURAL MEMBERS AS VERTICAL BARS ABOVE. 27. EXTERIOR DOOR LOCKS SHALL NOT REQUIRE ANY KEY DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING DURING CONSTRUCTION. 19. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIAMETERS TO OPERATE FROM THE INSIDE, ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY 10. yy|ND0yy AND DOOR SUPPLIER 3U pL|ER TO PROVIDE SHOP DRAWINGS MINIMUM WHERE SPLICED AND SHALL BE WIRED TOGETHER 28. USE BEAD OR METAL CORNER BEAD AT LL LOCATIONS OR THE BUILDER SHALL ACCEPT ALL RESPONSIBILITY TO THE BUILDER AND OWNER FOR APPROVAL. WINDOW, DOOR OR MECHANICALLY ATTACHED. PROVIDE CORNER BARS SAW[ SIZE WHERE EDGE FORMS A REVEAL OR MEETS DISSIMILAR MATERIAL. FOR ANY ERRORS OR OMISSIONS. D0 NOT SCALE DRAWINGS. AND GLASS SUppL|E''�ANUFACTURER SHALL p'0y|DE AND NUMBER AS H0R|Z. BEAM REINFORCING AT EACH FACE, 20� CONTRACTOR SHALL PROVIDE FINAL CLEANING OF 5. THESE PLANS, AS DRAWN AND NOTED' COMPLY WITH CERTIFICATION ON ALL WINDOWS, DOORS STOREFRONT AND LAP 48 BAR DIAMETERS MINIMUM, ALL GLASS' FLOORS, CABINETS, FIXTURES, ETC. SO THEBUILDING ENVELOPE ENERGY REQUIREMENTS OF OVERHEAD DOORS PER FLORIDA BUILDING CODE 2010 AND 2O� STRUCTURAL STEEL SHALL CONFORM TO THE A.LSIC. "SPECIFICATION BUILDING IS CLEAN AND READY TO MOVE INTO. THE FLORIDA MODEL ENERGY CODE. CONTRACTOR HURRICANE MISSILE |MpAC[ PROTECTION AND WIND LOADS, FOR THE DESIGN, FABRICATION AND 30 y|ND0y AND DOOR SIZES ARE NOMINAL,'ER|Fy SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING S�D 12`ASTM E 1886_02 &pA201.302&2OJ ERECTION OR STRUCTURAL STEEL FOR BUILDINGS", ACTUAL AND ROUGH OPENING DIMENSIONS |NF|ELD CODE IN ITS ENTIRETY, AND BUILD IN ACCORDANCE 11' `--�--�--- ALL WINDOWS AND DOORS SHALL BE SEALED LATEST EDITION. MATERIALS SHALL CONFORM TO THE BEFORE FRAMING OR FORMING OPENINGS. WITH ALL PROVISIONS OF THIS CODE WHICH WAY NOT BE '- yE�THER STRIPPED. y|NOOy UNITS SHALL DISPLAY APPLICABLE ASTM SPECIFICATIONS AS FOLLOWS: 31� ALL EXTERIOR CAULKING TO BE AS SPECIFIED, SEAL ALL ---- --�� S�Z�CAL�.�DD 0N THE PLANS AND NOTES. LABELS SHOWING COMPLIANCE WITH THE FLORIDA A123/A123W-02 STD. SPEC FOR HOT DIP GALVANIZING 'A y|NDOy3` EXTERIOR DOORS, BUILDING CORNERS, S. SUBMIT MINIMUM THOT= Of-S`HOF-- --ST?kTE_ENER0y CODE FBC 2010^CHpT 13 & 24 GLASS & GLAZING. SHAPES. pUgES. AND OR BOLTS - A36-A36W-85 & 6M lJ BUILDING JOINTS DIFFERENT '-- OR -AT--- DRAWINGS AS REQUIRED BELOW. 12' CONCRETE SHALL CONFORM TO ASTW Cg4� ALL MACHINE BOLTS A325-A325M-O5 TYPE | OR Ill 32� ALL AREAS R- 100F''- - �KL---. A.HARD�ARE B. DOORS AND FRAMES CONCRETE WORK SHA|L BE IN ACCORDANCE WITH TUBULAR STEEL A500-03A 8A563 A53/~'53M SPECIFICATION FOR ZINC C0A[|""(H0T D|P) 33, SEE SHEET L3-1 FOR CODE REFERENCE & L|FE SAFETY NOTES , ELECTRICAL EQUIPMENT AND FIXTURES \C| 315 AND \C| 301 LATEST EDITIONS. ASTW 490M HIGH STRENGTH STEEL BOLTS 34� TERMITE SOIL POISONING PER FBC CHAPT� l8' SECTION 1018 THRU.C� PLUMBING FIXTURES 13' k|N|kUKCONCRETE COVER OVER REINFORCING 1#l0.2; UNDER MAIN BUILDING SLAB. PROTECTION SHALL BE PROVIDEDD� E. HVAC EQUIPMENT � SHALL BE: 21� WELDED CONSTRUCTION SHALL CONFORM TO THE "STRUCTURAL BY REGISTERED TERM0C0[/S) FURNISH A CERTIFICATE 0F COMPLIANCE ` '' ' � F. FIRE SPRINKLER' SYSTEM SLABS ON VAPOR HARRIER- 3" AWE�|CAN WELDING SOCIETY WELDING '' BE ISSUED T0 THE BUILDING DEPARTMENT BY THE APPLICANT, AND ' � G. PAINTING - -�� BEAMS AND COLUMNS- 1 " � CODE ELECTRODES FOR FIELD AND SHOP WELDS PROVIDE A WRITTEN ONE (1) YEAR WARRANTY. APPLICANT SHALL PAY � H. ACOUSTICAL CEILING FORMED r(N([BE BELOW GRADE 2" � c CONCRETE /c - SHALL BE AVYSA5 1E70XX � � . � � PARTICULAR ATTENTION TO RBC'5 5ECT3 181O1 1 THRU 1810l�� . � � � � � ' ' |� ANY OTHER ITEMS REQUIRED FOR CONTRACT - UNFORMED CONCRETE BELOW GRADE 3" 22 ' / SEE FOUNDATION NOTES FOR ADDITIONAL. STRUCTURAL SLAB PENETRATIONS SHALL COMPLY VV�H SECT. 18102 � MODIFICATIONS TO CONTRACT SPECIFICATIONS. 14. PROVIDE STRESS CONTROL SAW CUTS IN ALL GROUND SPECIFICATIONS. SLABS AS DETAILED ON PLANS; IF NOT SPECIFICALLY 23. CONTRACTOR SHALL MAINTAIN ALL VYARRANT|ES, NOTED FOLLOW THE FOLLOWING: INSTRUCTION BOOKS, OPERATIONAL GUIDES, ETC IN A INTERIOR FLR. SLABS - 20'-0" C.C.SINGLE � NOTEBOOK FORMAT TO BE PRESENTED TO THE 5E.VY. SIDEWALKS - PER FD0T OR �� '-0 " C�C� OWNER UPON COMPLETION OF THE CONSTRUCTION. � EXTERIOR SLABS - @ 20'-0" E.W. C.C. EXISTING ROOF OVERHANG ABOVE | � | | � �F� � ' C)o o� |Li EXISTING FACILITY m [ mo -H _j � � BUILDING RATIOS: AREA SQ.� EXIST. MUSEUM BLOGL#1 4`804 EXIST. MUSEUM BLOGL #2: EXISTING MAIN GALLERY #1: 4.274 EX|STING SMALL GALLERY 2: 2'586 EXISTING OFFICES/LOUNGE: QSO EXISTING RESTR00MS: 375 EXISTING CORRIDOR: 208 EXISTING VESTIBULE: 120 SUB -TOTAL 8.523, PROPOSED EAST ENTRANCE: 200, TOTAL- 8,723, GRAND BUILDING TOTAL- 13,527' ��Jo� ��^~��^ ° ,'�� MUSEUM 1 -STORY 4.804 S.F. FOOTPRINT F.F. ELEV. = 7.48 EXISTING FACILITY SCALE: 1/�j THEM PLANS klD ALI t. �� TO ANY _ --~~~.~.�^ -~^��*��» ^~'~...��OWNqECTIQNS REEGUROD BY PIELD INSPICIMAS THAT ��Y BE /Mq T0 KD§APV/WITH A, UL 1,�PPLIICABLE CODES. � � � D o � 2 3 4. 5 I: 7 8. 9. 10 11 12 EiV1 HAL DEMOLITION NOTES: THE CONTRACTOR IS REQUIRED TO VISIT THE SITE TO CONFIRM ALL EXISTING INFORMATION. ANY DISCREPANCIES FOUND MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY AND PRIOR TO BIDDING OR CONSTRUCTION OR IT WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. ALL EXISTING UNFORESEEN CONDITIONS SHALL BE THE RESPONSIBILITY OF THE OWNER, INCLUDING ALL ITEMS THAT ARE NOT DEPICTED ON THE PLAN AND / OR CANNOT BE SEEN BY THE NAKED EYE. ANY UNFORESEEN CONDITIONS FOUND ARE REQUIRED TO BE BROUGHT TO THE OWNER'S / ARCHITECT'S ATTENTION IMMEDIATELY FOR RESOLUTION. ANY DAMAGE CAUSED TO ADJACENT PROPERTIES DURING SITE DEMOLITION OR CONSTRUCTION SHALL BE CORRECTED PRIOR TO SUBSTANTIAL COMPLETION, AT THE EXPENSE OF THE CONTRACTOR. CONTACT LOCAL UNDERGROUND UTILITY LOCATOR 48 HOURS MINIMUM PRIOR TO COMMENCING WITH SITE DEMOLITION. ALL EXISTING UTILITIES SHALL BE VERIFIED WITH REGARD TO SIZE, TYPE, AND LOCATION. IT IS RECOMMENDED THAT THE CONTRACTOR MEET WITH ALL GOVERNING AUTHORITIES TO DISCUSS THEIR REQUIREMENTS PRIOR TO SITE DEMOLITION AND CONSTRUCTION. PRIOR TO STARTING WORK, IT IS REQUIRED TO MEET WITH AUTHORITIES HAVING JURISDICTION REGARDING ALL DEMOLITION AND CONSTRUCTION PROCEDURES. ELECTRICAL DEMOLITION SHALL INCLUDE REMOVAL OF ALL WIRING, CONDUITS, TERMINATION DEVICES, PER ELECTRICAL PLAN, AS REQUIRED TO EXECUTE THE WORK AT END OF EACH DAY, LEAVE NO EXPOSED WIRING, PIG —TALES OR OTHER "LIVE" WIRES OR CIRCUITS. DISCONNECT; TERMINATE ALL ELECTRICAL PER NEC. STORE ANY REUSABLE PANELS, CB'S OR OTHER DESIGNATED DEVICES (REFER TO SALVAGE NOTE BELOW). SALVAGE: CERTAIN ITEMS MAY BE DESIGNATED AS "SALVAGE" BY THE OWNER; THESE ITEMS MAY INCLUDE PLUMBING FIXTURES AND FITTINGS, ELECTRICAL LIGHTS OR DEVICES, OR OTHER FF&E (FURNITURE, FIXTURES, AND EQUIPMENT). THESE DESIGNATED ITEMS SHALL BE REMOVED CAREFULLY PROTECTED AND MADE AVAILABLE TO THE OWNER FOR STORAGE OR DISPOSITION. COORDINATION: ALL DEBRIS, EQUIPMENT AND AIR POLLUTION NEEDS TO BE LIMITED AND CONTROLLED. ALL WORK AREAS SHALL BE CLEANED AND LEFT UNOBSTRUCTED AS POSSIBLE AT THE END OF EACH WORK DAY. PROTECTION: PROPERLY PROTECT EQUIPMENT, FIXTURES, MACHINERY, FF&E AND ANY OTHER MATERIALS OR DESIGNATED ITEMS DURING CONSTRUCTION. SITE VISIT IS REQUIRED WITH OWNER IN ORDER TO FULLY UNDERSTAND SCOPE OF WORK AND VERIFY ALL EXISTING ITEMS TO BE REMOVED/DEMOLISHED. MINIMIZE AMOUNT OF EXISTING GYPSUM BOARD DEMOLITION AT REMOVAL OF EXISTING HOLLOW METAL DOOR LOCATION. ACQUIRE DEMOLITION PERMIT, IF APPLICABLE AND INCLUDE ALL FEES AS REQUIRED BY CITY OF FORT PIERCE. LOCATE DUMPSTER FOR CONSTRUCTION DEBRIS IN LOCATION APPROVED BY OWNER AND THE CITY. REMOVE EXIST PAIR — HOLLOW METAL DOORS. EXISTING MUSEUM 1-STORY 8,523 S.F. FOOTPRINT F.F. ELEV. = 8.0 E"ONTRY I INU EAST FLOOR REMOVE PORTION OF EXISTING SIDEWALK PROPOSED LIMITS OF NEW ENTRY -1 I 25' SETBACK LINE (FROM CCC) DEMOLISH AND REMOVE EXISTING ENTRY COLUMNS, HEADERS, & CONCRETE PAD SCALE: 3/8" = 1'-O" v v v v .. N, v Y v v d v �. r ® PAINTED GYPSUM WALL BOARD, SATIN FINISH, SHERWIN WILLIAMS - SW 6249 STORM CLOUD, (1) COAT PRIMER, (2) COAT FINISH, ALL FINISHED GYP. BOARD SURFACES SHALL RECEIVE FI_VEL 4 FINISH PRIOR TO PAINTING. PROTECT EXPOSED CONCRETED FLOORS, FLOORS, WINDOWS, DOORS AND OTHER MATERIALS FROM OVERSPRAY. ® ALL OUTSIDE CORNERS OF GYPSUM BOARD PARTIFIONS SHALL RECEIVE STANDARD CORNER BEAD - STANDARD GALVANIZED. 3❑ 6' X 10' - 7/16" "RECESSED GRILL PEDIMAT" BY EAGLE MAT & FLOOR PRODUCTS OR APPROVED SUBSTITUTE, RAIL FINISH: SATIN ALUMINUM, INSERT FINISH: CASTLE GREY CARPET. n4 FLOOR TILE: DALTILE - "ELITE", "COLORBODY" PORCELAIN OR APPROVED SUBSTITUTE, 32" X 32", COLOR: GREY J203. ® BASE COVE TILE: DALTILE - "ELITE", "COLORBODY" PORCELAIN OR APPROVED SUBSTITUTE, 2--1/2" X 32", COLOR: GREY J203. © NEW 6070 IMPACT STOREFRONT DOOR, SATIN ALUMINUM FRAME, CLEAR GLASS, LOCKSET, THRESHOLD, STAINLESS STEEL PULLS, VERIFY FRAME SIZE WITH MFR. PROVIDE SUBMITTALS AND NOA'S, ® NEW 6070 IMPACT STOREFRONT DOOR WITH SIDELITES, DARK BRONZE FRAME, BRONZE GLASS, LOCKSET, THRESHOLD, STAINLESS `)-TEEL PULLS, WEATHERSTRIP, VERIFY FRAME SIZE: WITH MFR. PROVIDE SUBMITIALS AND NOA'S. ® PATCH/REPAIR EXISTING DOOR JAMB/RETURN` AS REQ'D. ® MINI -SPLIT A/C SYSTEM (INTERIOR UNIT). SEE MECHANICAL DWGS. 10 MINI -SPLIT A/C SYSTEM (EXTERIOR UNIT). SEE MECHANICAL DWGS. 11 TYPICAL 4" THICK CONCRETE STOOP FLUSH W FIN. FLOOR. PROVIDE 1/2" SLOPE AWAY FROM BUILDING. PROVIDE 1/2 X 4" ASPHALT EXPANSION JOINT AGAINST BUILDING. LIGHT BROOM FINISH. , or II s ��-- AND 5/8" GYP• BIDPAINTED, TYP' O.C. �- EXISTING "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2'. 5/8" RIGID INSULATION BOTH SIDES, W/ EXTERIOR STUCCO SURFACE TO REMAIN. ----NEW I" X 2" P.T. FURRING @ 24" O.C. W/ R-5.1 FI--FOIL INSULATION AND 5/8" GYP. BD. PAINTED, TYP. NEW 12" CMU WALL, NON -RATED ARE SUBJECT TO ANY CO ECTIONS REQUIRE BY PIELD MSPEMRS THAT LLNY BE t4ECm;9GA y Ib GAXA TO CO PS" IT° Goa E/�)PI_,0MVQLE COMM EXISTING MUSEUM 1-STORY 8,523 S.F. FOOTPRINT F.F. ELEV. = 8.0 Z i 7 •F. 1 w4 SCALE: 3/8"= V--0" M CCC) A 220-0" PARAPET 20'-0" T/ - PARAPET 18, olp L/ EAVE (BEYOND) 0'-0" FIN. FL. m z 0 0 co z w 0 T LL z 0 co U) B w 12- z w 12 0 II ur z I. Ll NATIONA 0 Ogg fim 2 MW NMI, v z 717L IL z w EXISTING OVERALL WEST ELEVATION (NOTE: THERE ARE NO PROPOSED CHANGES FOR THE WEST ELEVATION) D 0 SCALE: 1/8 0 0 B A PROPOSED SCOPE OF WORK AREA. DEMOLISH EXISTING ENTRANCE REPLACE WITH NEW ENTRANCE ±22' -Opp 77—E �il S� �T-. ARAPET 0 (BEYOND) 20$—Ooo ��—* 0 T/ P ARAPET Q 0 0 0 IL z op 011 L---- — OL FIN. FL. '-F D m E.Xk.��2)TING OVErt"I"ALL EAST ELEVATION z SCALE: 1/8 = l'—O" 0 B A 0 (o z ELEVATION 1 ±22f 011 ENLARGEMENT /E — — — — — — — N _f — —12UPItT. LL HATCHED AREAS (BEYOND) 0 DESIGNATE EXISTING 20s —099 rr FACILITY, NOT INCLUDED RA'4v T PET IN SCOPE OF WORK NAT19MAL NAVY U D SEAL MUSEUM 0 0 PLANS klJ ALL PROPOS'ED WORK z ARE SUBJECT TO ANY C OMECTIONS py R-QUIRED By PIELD lNSp6CvoR8 THAT LLV BE NECESSARY m ona To Co"jlp-fY INITHALILAPPLICABLE CODES. L REVISIONS BY It 0) (o 0 z O� 0 � (0 ul 0 p a) 0 zzrt) z Z) 0 Lo't Lo re) (0 WZ ox rn Z 0-1 LL 0 m C) () < V) CL Ld Lli z C) J O W 0 Of cy) I o 00 Z 0 L0 W L]j 0 LL- LL- 0 GO r- tc) 00 zitz uj W O ZE <0 D -j 3L X L� DATE 10-16-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 OnoWal A302 OF 5 SHEETS 2 3 4 5 6 HATCHED AREAS DESIGNATE EXISTING FACILITY, NOT INCLUDED T IN SCOPE OF WORK I I =A alki 10 1 22' 0" 2 0'- 0 -jT PARAPET '14.'- 0 LT[f,�V-E- --- ------ - - 01-011 V-1k -FL, - o� -EXISTING FACILITY PROPOSED EAST ENTRY TO REMAIN 4—� v PH ERALL NORL TH EER RATI" EL 4 EXISTING FACILITY TO REMAIN 22'-0" FT-/-CXIST. PARAPET rl\ SCALE: 3/16" = l'-O" 2 HATCHED AREAS A4 DESIGNATE EXISTING FACILITY, NOT INCLUDEDH IN SCOPE OF WORK NE1 Z- CL > 7 E I FU ' 'tp , LI z LU 10- z ui Iw 0 cf) ffl 7 �7, 2 ENTRY ENLARGEMEN1 (REVERSED) 20' 0" 7 T7 P4R)45ET - Z [ij S RIDGE 0 0 7 1 0 0'-0" U) nil LT- LU L Z E, ...... ... 11 SCALE: 3/16" = l'-O" R 1 Ip "T11,111 , I I a OPENING LOCATION f ITEM # EXP. ZONE PRODUCT TYPE IMPACT APP'D PRODUCT APPROVAL DESIGN PRESSURE RATING PRESS. RATING REQ'D. FOR SPECIFIC OPENING SIZE (INCHES) SHUTTERS REQUIRED Y/N PSF (—) PSF PSF PSF WIDTH HEIGHT D 5 DOOR YES +100.0 —100.00 4-75.0 —81.6 176 86 N 111111 111 liq FLORIDA EXPIRATION PRODUCT MANUFACTURER APPROVAL NO DATE 24 GA. STEEL ROOF PANEL. MBCI, L.P. FL 11868.1—R1 07/15/17 STOREFRONT ___]CORAL INDUSTRIES, INC. FL 15793 02/24/16 "m Ili MATERIALS & COLOR SCHEDULE I MARK DESCRIPTION MATERIAL COLOR LIGHT TEXTURED STUCCO MAIN COLOR STUCCO COLOR TO MATCH QUIKRETE COLORANT #1319-06 PEWTER RB ROOF PANELS 'PBR', 24 GA. METAL MBCI — SOLAR WHITE PARAPET CORNICE FOAM/PLASTIC COLOR TO BE DARK BRONZE TO MATCH STOREFRONT FINISH GUTTERS METAL MBCI — SOLAR WHITE FEf I DOWNSPOUTS METAL MBCI — SOLAR WHITE RF NOT US D STOREFRONT GLASS STOREFRONT FRAMES HOLLOW METAL DARK BRONZE TINTED BRONZE GLASS RH 1/2" SCORE LINE STUCCO PAINT TO MATCH ADJACENT WALL COLOR, U.N.O. INSIGNIA METAL BY OTHERS DIMENSIONAL LETTERS METAL BY OTHERS ROOF —TO —WALL TRANSITION TRIM METAL MBCI — SOLAR WHITE 1 CODE = FBC 2010 2. WIND SPEED = 170 MPH ULTIMATE 3. RISK CATEGORY = II 4. EXPOSURE CATEGORY = D 5. PROCEDURE = ASCE 7 6. ASCE BUILDING CATEGORY = 11 7. BUILDING DESIGN - ENCLOSED 8. INTERNAL. PRESSURE COEFFICIENT = V-0.18 9. DIRECTIONALITY = kd = 0.85 a EXISTSING ROOF LINE 24'-8" BEYOND 7'- 11 7'-11 7 -113" 4" -----4 22 10 11 22' 0" -0-7T" 15�1—ST. PAR-APET -" 7�71ST. �4WP-Ef 77 T7 (BEYOND) (BEYOND) AL 20 A& 20' 0" V-7T -PKR-A-PET PARAPET ROOI TERMINATES (BEYOND) IT, EXISTING ) WACLPACK LIGHTING 51 TO REMAIN, TYP.' AMD 160 -91l T 12 4 L,,- Lo N A T 10-- E v Y -7,S A,L MUSEUM 7- 14'- 0 %"Mm E 4 14' -0" ME 17 a, L EA(BEYOND) (BEYOND) Typ. EXISTING EXISTING FACILITY FACILITY (BEYOND ) (BEYOND) Z 51, WALL TERMINAII( BEYOND B E •rul N§ 7 -2"r IN -EXISTING- * 4. FACILITY -0-HEADER 7' 2 r !V7� m"Mr--, HaD F�— - -F-- i , I A 10111 wo PROPOSED STRUCTURE i. (BEYOND)2 \ I � �p cq cq x ol 011 �A. R (E FL. 4'-74" 14'-8" 4 4'-74- 9-0" EXISTING FACILITY EXISTING FACILITY EXISTING FACILITY > ie TO REMAIN TO REMAIN TO REMAIN nA FAI VJ ENTRY ENLARGEMENT SCALE: 3/8" = 1'-0" 1% Iff 1w EAS�T E..&NOTRY' NORTH ELEVATION 3OUTH ELEVATION REVERSED) I w w z 0 z w THMEPLAN S KND ALL PRPI�PO' ED WORK 0 ARE UBJECT TO ANY CO'FAECTIONS >- REGUIRaD BY PIELD M INSpic RS a4Y BE NECESSARY INQkrtlq THAT TO WMPL'y %Af'T' I A "'A�'PLIOAFLE CODER LL 0 w SCALE: 3/8" = 1'-0" z O ' II�T )TES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES AND ORDINANCES. (2010 FLORIDA BUILDING CODE.) 2. DESIGN WIND LOADS ARE BASED ON A VELOCITY OF 170 M.P.H. VELOCITY ULTIMATE, EXPOSURE D. 3. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON SITE AND REPORT ANY DISCREPANCIES IMMEDIATELY TO THE OWNER. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS GIVEN ON STRUCTURAL DRAWINGS RELATING TO GRID LINES, COLUMN AND WALL LOCATIONS, STRUCTURAL AND FINISHED FLOOR ELEVATIONS, MEMBER SIZES, ETC., WITH THE ARCHITECTURAL DRAWINGS, BEFORE STARTING ANY WORK. IF ANY DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER. WORK SHALL NOT COMMENCE UNTIL THE DISCREPANCIES ARE RESOLVED. 5. THE CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTIONS FOR ANY DIMENSION NOT GIVEN ON DRAWINGS. SCALING OF DRAWINGS SHALL NOT BE USED TO OBTAIN OR VERIFY ANY DIMENSION SHOWN ON THE DRAWINGS. 6. FOUNDATION DESIGN IS BASED ON 2,500 PSF MINIMUM ALLOWABLE BEARING PRESSURE (PER SOIL REPORTS). 7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301-72. 8. CONCRETE STRENGTHS AS FOLLOWS (28 DAY CURING TIME): a. 3000 PSI 9. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60, PROVIDE 48 BAR DIAMETER LAP. 10. STRUCTURAL STEEL SHALL BE A-36. 11. ANCHOR BOLTS AND STUDS SHALL BE A-307. 12. BOLTED CONNECTIONS SHALL BE A-325. 13. CONCRETE SLAB THICKNESS AS FOLLOWS: a. 4": ENTIRE CONCRETE SLAB 14. SLAB REINFORCEMENT AS FOLLOWS: a. 4" SLAB: 6x6 W1.4xW1.4 WWM. 15. PROVIDE HARD TROWEL FINISH ON BUILDING SLABS AND LIGHT BROOM FINISH ALL EXTERIOR CONCRETE. 16. PROVIDE 6 MIL VAPOR BARRIER UNDER BUILDING SLABS. 17. SUB -GRADE SHALL BE STABILIZED TO 98% PROCTOR. 18. SOIL POISONING UNDER BUILDING SLABS REQUIRED WITH A MINIMUM ONE (1) YEAR WARRANTY. 19. SEE PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ANCHOR BOLT QUANTITIES, SIZES AND PLACEMENT. 20. NOT USED. 1. FINISH FLOOR ELEVATION = 8.0 = 0'-0" TYP. 12" Cl W/ #5 VERT FILL REINFOI CELLS SOLID 12" C.M.U. 1 BEYOND WAL 0' -0" T/ BOND I FIN. FL. 1'-4" FOOTI r FOOTING SCHEDULE MARK LLj SIL E REINFORCEMENT W D F-1 A 3'-0" CONT. 1'-O" THREE (3) #5 CONT. BAR, W/ #5 TRANS BAR @ 12 O.C. F-2 B 4'-0" 6'-8" 1'-6" #5 @ 8" B.W. TOP AND BOTTOM F-3 C 0'-8" CONC. 0'-8" ONE (1) #5 CONT. n^l IM1 M l�fNKlf%Mr-Tr Tlr' Mr•Akj SEE FOUNDATION PLAN FOR FOOTING LOCATIONS SIZES, REINF., & DETAILS Z'e A TI N _ S401 F CONCRETELUSH W/ FIN. FLOOR. 1/2" SLOPEAWAY FROM . 1/2" X 4" ASPHALT ON JOINT AGAINST BUILDING. ROOM FINISH. SLAB = 8.0 MIN. F.F. SCALE: 1/2" = 1'-O" C.M.U. WALL )ND WALL EXISTING "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES, TO REMAIN. 1/2" X 4" ASPHALT EXPANSION JOINT WHERE NEW CONCRETE SLAB MEETS WALLS. EXIST. MUSEUMF77 ' 1/2" E5 X 4'-6" LG. DOWEL DRILL & PDXY TO EXISTING CONCRETE WALL CO I WITH SET OR APPROVED ( _SIMPSON EQUAL. 5" MIN. EMBEDMENT INTO CONC. AS REQUIRED. TYP. @ EACH BOND 01 BEAM LOCATION. 0a I ALK OFF MAT IS TO BE FLUSH WITHINISHED TILE FLOOR. COORDINATE/ADJUST SUBSTRATE IN ACCORDANCE WITH MATINSTALLATION I REQ'S. PRIOR TO POUR. j 3'-8„ Al FIN. FLOOR = 8.0 = 94r o TOP OF TILED AREAS ADJUST CONC. SUBSTRATE I I TO 17.25 =-0'-3/4' TOP OF CONC. SLAB PROPOSED EAST ENTRANCE VESTIBULE I I I 2'-4" 1'-0 14 -8 I i 4' THICK CONCRETE SLAB Io W/ 6X6 W1.4 X W1.4 WWM FLAT SHEET REINFORCEMENT THROUGHOUT Io r - - - - - - --- ------------------I I�7/7777/ _ FLUSH F-2 L 14,-8" c� I cA 1 1 CAN � 0R a I o 1 � 0 � V it I II � � o �e I o Q II #5 CORNER BARS "L" I #5 CORNER BARS @ WALL ENDS LAP 48 BAR DIAMETER, TYP. BOTH SIDES. @ EACH BOND BEAM LOCATION. q � 1'-0" 3' 8" -----1 � Z I Q 0 I o I W � I � N I z I W I j I 0 - - - - - F-2 - - - - - --J 0 4'-8" (o Ir I �1/2" X 4" ASPHALT W EXPANSION JOINT @ N EXIST. SIDEWALK D CUT/REMOVE EXISTING SIDEWALK I TO ACCOMMODATE NEW CONC. SLAB, Q AS REQUIRED. #5 X 4'-6" LG. DOWEL DRILL & EPDXY TO EXISTING CONCRETE WALL WITH SIMPSON SET OR APPROVED EQUAL. 5" MIN. EMBEDMENT INTO CONC. AS REQUIRED. TYP. @ EACH BOND BEAM LOCATION. PROPOSED EAST ENTRANCE VESTIBULE 14'-8" 1 IT, Z Q a 0 SCALE: 1/2 = 1'-O" 0 EXISTING "GREENBLOCK" INSULATED 0 CONC. WALL SYSTEM: 6" REINF. �. CONCRETE W/ 2 5/8" RIGID J INSULATION BOTI0' SIDES, // TO REMAIN. W g z W 12" MASONRY WALL Q (1) #5 VERT. @ 16" O.C., TYP. 0 d - THESE PLANS AND ALL P CPo,','i) VVo 0 U ARE S.I✓BJCCT TO ANY C®EIRECT90NS Z 0 P:ZQ JIRBD BY FIELD fNSPECTOIlS THAT W n UW 13E NECE%A tY Il� V A TO I LYWITHw1 APPLICABLE ICOM a®o>- z 0 IL cn 0 #5 CORNER BARS "L" I #5 CORNER BARS @ WALL ENDS W LAP 48 BAR DIAMETER, 0 TYP. BOTH SIDES. @ EACH BOND BEAM LOCATION. n 1'-O" 1 3'-8" 0 �I 4'-8" 14'-8" 4,-8„ 24'-0" 2 T/ MASONRY = 20'-0" A.F.F. SECTION TH��UGH UPPER WALL ►ee SCALE: 1/2 = 1'-0" REVISIONS BY �12-01-14 1 MISC. REV. rn U) 0 o0) 0 W O N � WN Z o o UJ w L 0 U 0 � J Q W w � ww ® z LU Ug J o • 0 d- 0 � oo� CID� IU 00 z W U-) C° � d- 0 v LL w 0 Q O w M U w �- Q C) uj ®= 0 Z � J LL O = LLl u. > o cr n>O cr U-1 Z W cf)CL 0 z C C- O I- M O Q LL O r- n w z�. W W ^I Z U < m Q 0 H 0 X LJ DATE 10-16-14 SCALE 1 /2"=1 '-O" DRAWN JAO JOB 14-000030 SHEET S401 OF 3 SHEETS EXIST. ICF WALL EXISTING STUCCO SURFACE SEALANT NEOPRENE/STAINLESS STEEL WASHER FRY REGLET TYPE "SM" SURFACE MOUNTED REGLET. FASTEN W/ 1 /4"0 X 1-1/4" TAPCONS @ 6" O.C. FRY REGLET "SPRINGLOK" FLASHING. SEALANT ROOF —TO —WALL TRANSITION FLASHING W/ # 14 X 7/8" STITCH SCREWS AT 6" O.C. ROOF PANEL ,d-, RAKE 4V�TO 16' S\qr 99 A.F.F. 3 . i s70— A L TRANSITION SECTION ® EXIST. WALL 5402 j' SCALE: 3" EXISTING ROOF TO REMAIN C.M.U. WALL 5/8" LIGHT TEXTURED STUCCO, PAINTED FASTEN REGLET TO MASONRY W/ 1 /4"0 X 1-1/4" TAPCONS @ 6" O.C. FRY REGLET TYPE "STX" STUCCO REGLET. APPLY PRIOR TO INSTALLATION OF STUCCO. FRY REGLET "SPRINGLOK" FLASHING. SEALANT ROOF —TO —WALL TRANSITION FLASHING W/ # 14 X 7/8" STITCH SCREWS AT 6" O.C. ROOF PANEL ROOF —TO —WALL TRANSITION SECTION ® NEW WALL v 15„ 8 EXISTING "GREENBLOCK" INSULATED-- —. CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES, TO REMAIN. i I i i i i � I i i i I i i i 1 i S403 ' i 10'—O" i I i i n / r i t � I a POURED BEAM 'B1' SEE DETAIL 6/S403. _ 20'-0" T 90' ACI HOOKS, 48 BAR DIA. LAP, TYP. SCALE: 3" = 1'—O" Z& 14'-0" _ � BOND BEAM T/ WALL (BEYOND) = L/ EAVE SINGLE COURSE BOND 13EAM, TYP. A (1) #7 CONT. EACH COURSE. 0 12 C.M.U. WALL W/ DUR—O—WALL Al EVERY THIRD COURSE AND REINF. CELLS W/ #5 VERT. @ 16" O.C. FILL REINFORCED CELLS SOLID. OL T BOND BEAM"` — HATCHED AREA DESIGNATES TIE BEAM HEADER BEYOND. SINGLE COURSE BOND BEAM, TYP. 0 (1) #7 CONT. EACH COURSE. HORIZ. BOND BEAM REINF. TO EXTEND 48" THROUGH POURED TIE BEAM, EACH SIDE. THIS COURSE ONLY. SCALE: 1 /2" = 1 '—O" L/\IJIIIYV VI\l�tIYULV VI\ II\JVLJ'\ILV CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES, TO REMAIN. PURLIN FASTENING DETAIL ® EXIST. WALL NO ADDITIONAL INS Q AT EXIST. WALL. FASTEN NEW METAL TO EXIST. WALL SU ALL FASTENERS MU INTO CONCRETE PC EXIST. WALL, NOT I EXIST. 5/8" LIGHT STUCCO, W/ PAPEf METAL LATH TO RE PROVIDE NEW BLOCKI AS REQUIRED PATCH/REPAIR ANY E GYP. BD. /CORNER E DURING DOOR DEMOL INSTALLATION AS REQ REMOVE EXIST. HOLD METAL DOORS AND F REPLACE WITH NEW `. I EXIST. MUSEUM] REMOVE EXIST. TH REPLACE WITH N / EXISTIN.G,. 'CONC SECTION SCALE: 3" = 1'—O" �_ EXISTING "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2 5/8" RIGID INSULATION BOTH SIDES, TO REMAIN. �— EXIST. 5/8" LIGHT TEXTURED STUCCO, W/ PAPER— BACKED METAL LATH TO REMAIN. 10'-0" 24 GA. 'PBR' SCREW —DOWN STEEL ROOF PANELS ON CONT. ROOF PURLINS. MBCI SIGNATURE 200 — SOLAR WHITE 6" (R-19) WHITE VINYL —FACED METAL BLDG. INSULATION 12" X 14 GA. STEEL ROOF PURLINS 4 A U 6' (R-19) ATT INS. 115" 8 0 3 5/8" X 25 GA. METAL STUD JOISTS @ 16" O.C. SUPPOR FROM PURLINS @ 1 3 POINTS. 5 8" GYP. BD., PAINTED. — 1 " X 2" P.T. FURRING Q @ 2 4 " O.C., TYP. ALL SIDES II POURED COL. '62' �� HEADER/JAMB SEE DETAIL 7/S403. S403 DETAIL 1 SEE SHEET A301 FOR ALL FINISHES M REFLECTIVE EXPANDED INSULATION _7'-2„ �� EXISTS Al R-5.1 VALUE @ 7/8" CAVITY ASTM C 1224. SEE SPEC'S. / fiEADER FI—FOIL VR—PLUS SHIELD, OR APPROVED SUBSTITUTE. ALL (3) NEW WALLS ONLY. STOREFRONT FRAME, VERIFY MEASUREMENTS W/ STOREFRONT CONTRACTOR. PROVIDE SUBMITTALS AND PRODUCT APPROVALS PER ST. LUCIE COUNTY REQUIREMENTS. PROPOSED EAST ENTRANCE VESTIBULE PORCELAIN TILE BASE OR APPROVED SUBTITUTE. " TH. CONCRETE SLAB / 6X6 W1.4 XW1.4 WWM EINFORCEMENT THROUGHOUT LAPPROVED ORCELAIN TILE OR SUBTITUTE. '. i i i i i i i a/ w -- Z ROOF PANEL I I Z LI . LC Z__Z _.__ L T_ 1 k XI 14 GA. STEEL - LL — RQOF IPURLINS z I I 0 L co N - — PURLIN FASTENED TO I a. CLIP W/ (4) 1 /2"0 X 1-1/4" t �j A307 BOLT (NUT. SEE DETAIL 1 /S404 u 4" X 4" X 1/4" STEEL LEDGER ANGLE. PRE —DRILLED W/ 13/16"0 HOLEScc @ 16" O.C. FASTENED W/ 3/4"0 X 61. --- SIMPSON TITEN HD ANCHORS @ 16" O.C. MAX., MIN. 5-1/2" EMBEDMENT INTO GROUTED CELL. I EDGE DISTANCE TO BE 6" MIN. TO TOP OF 0 BOND BEAM. - 12" C.M.U. WALL W/ #5 VERT. @ 16" O.C. FILL REINFORCED CELLS SOLID. PURLINAST IG'N I Ire F)'ki L® NEW WALL LIB USAO SCALE: 3" = 1'—p„ � z E 0; LL FPARAPEErCORNICE RN (BEYOND) z EAM 'B3.' w r 7.1/S403. EAM 'B1' 0 L 6/S403. ORNICE W FOAM.tt _'-0 BEAM `r 00 — D 12" C.M.U. WALL W/ DUR—O—WALL Al If EVERY THIRD COURSE AND REINF. CELLS O W/ #5 VERT. @ 16" O.C. FILL REINFORCED CELLS SOLID. 7_ Al 5/8" LIGHT TEXTURED 0 STUCCO, PAINTED. RAKE VARIES OIL 14 4 TO 16-` 9" D LL _ 14�'-0"� T/ BOND BEAMS ._j —13'-7 1 4" OL Z SCORE LINE Al CEIL. HG- Tom. W_ �— #5 @ 16" O.C. 0. U T TIE ff EAM z �r i`I E A w ARE SUBJECT TO ANY COPAECTIONs � 7'-2" RcoUIRaD BY PIELD IWSP6C�RS THAT Q SCOREEADERIN& U4Y BE NECE86AftY IN 0"DEIq TO LL COMPLY WITH ,� u� �3 1E3LE CC) E'q� . HEADER/JAMB S403 D ETAI L LI1 —WALL RETURN (BEYOND) a- 0 0 EXTERIOR a- . ilJ THRESHOLD PER STOREFRONT - MFR. SHOP DWGS., TYP. 1 /2" X 4" ASPHALT�y� _./ EXPANSION JOINT I'=` I 'm =' L Z EXISTING WALK TO REMAIN < 0' —0" LLI FIN. FL. `f S 1//j fING----------------------------------------- / i ��//��i/)��i ��//� '(BEYOND)0U -----------------------------------------------i i SEE FOUNDATION PLAN -------------- FOR FOOTING L0cATI0NS - 1 v�- REFLECTIVE EXPANDED INSULATION; L VALUE @ 7/8" CAVITY 1224. SEE SPEC'S. VR-PLUS SHIELD, OR VED SUBSTITUTE. 0 NO ADDITIONAL INSULATION ON EXIST. WALL A c ° C 1" X 2" P.T. FURRING a @ 24" O.C. EXIST. 5/8" LIGHT TEXTURED I EXISTING STUCCO, W GREENBLOCK' INSULATED / PAPER- BACKED CONC. WALL SYSTEM: 6" REINF. i I METAL LATH TO REMAIN. CONCRETE W/ 2 5/8" RIGID I �� INSULATION BOTH SIDES, I II % ,-_�� C� I r__-- 5/8 DRYWALL, PAINTED TO REMAIN. I d i,rt - 1" X 2" P.T. RUNNER HEADER - CORNER BEAD, TYP. SEALANT i PATCH/REPAIR ANY EXIST. SHIM, BUCK AND ANCHOR AS GYP. BD. /CORNER BEAD DAMAGED REQUIRED PER STOREFRONT MFR. DURING DOOR DEMOLITION/ I APPROVED FL. P.A. AND SHOP INSTALLATION AS REQ'D. DRAWINGS. IF BUCKS ARE USED, ANCHOR W/ 1 /4"0 TAPCONS @ 12" O.C. MAX. 3' FROM ENDS. PROVIDE NEW BLOCKING STOREFRONT FRAME, TYP.@ AS REQUIRED HEAD/JAMB FIELD VERIFY MEASUREMENTS W/ STOREFRONT CONTRACTOR STOREFRONT MFR. TO SUBMIT SHOP DWGS. TO SHOW FASTENING ENGINEERING PER LATEST CODE. IMPACT STOREFRONT GLASS TYPICAL IMPACT RATED STOREFRONT ■ Ir A Arn t ■ A • •r% w�_.-- A •• w—,LimwT1\ 1/1 /1/1\ 1/\ \A/ A 1 1 1A UL IHILJ. 24 GA. 'PBR' SCREW -DOWN STEEL ROOF PANELS ON CONT. ROOF PURLINS. MBCI SIGNATURE 200 - SOLAR WHITE EAVE STRUT EAVE GUTTER. PROFILE TO MATCH GUTTER ON EXIST. MUSEUM 14'-4" ��EAVE (STRUT�� 14'-0" L� OND BEAM SINGLE COURSE BOND BEAM W/ (jj #7 CONT. _12'-0" _ _O CEILING HEIGHT _ _ _ TYP. 12" C.M.U. WALL W/ DUR-O-WALL EVERY THIRD COURSE AND REINF. CELLS W/ #5 VERT. @ 16" O.C. FILL REINFORCED CELLS SOLID. 8' -_0„ T/ BOND BEAM SINGLE COURSE BOND BEAM W/ (1) #7 CONT. #5 DOWELS @ EACH - FILLED CELL. PROVIDE STANDARD 90' ACI HOOK. LAP 48 BAR DIAMETERS MIN. 3 GRADE S403 0' 0" T BOND BEAM I —� FIN. FL. 1 -_4" T% FOOTING SINGLE COURSE BOND BEAM W/ (1) #7 CONT.\/j SEE FOUNDATION PLAN �- FOR FOOTING LOCATIONS SIZES, REINF, & DETAILS SECTION 0 SCALE: 3" = 1'-0" 6" (R-19) WHITE VINYL -FACED - METAL BLDG. INSULATION #12 X 1 1/4" S.D.S. SCREWS @ 12" O.C. W/ NEOPRENE WASHERS I a t i a TYPICAL IMPACT RATED HEADER/JAMB DETAIL _ HEADER _ 5/8" LIGHT TEXTURED STUCCO, PAINTED SEALANT SHIM, BUCK AND ANCHOR AS REQUIRED PER STOREFRONT MFR. APPROVED FL. P.A. AND SHOP DRAWINGS. IF BUCKS ARE USED, ANCHOR W/ 1/4"0 TAPCONS @ 12" O.C. MAX. 3 FROM ENDS. STOREFRONT FRAME, TYP.@ HEAD/JAMB FIELD VERIFY MEASUREMENTS W/ STOREFRONT CONTRACTOR STOREFRONT MFR. TO SUBMIT SHOP DWGS. TO SHOW FASTENING ENGINEERING PER LATEST CODE. IMPACT STOREFRONT GLASS STOREFRONT MASONRY WALL NOTE: SEE N.O.A.'S FOR ALL ATTACHMENT REQUIREMENTS AND DETAILS. A S404 12 ' i� C 0 0 ° 12" X 14 GA. STEE L ROOF PURLINS. SE SHEET o S404 FOR DETAILS. 6" (R-19) BATT INS. -) (Y _yfY Y1Y X Al 3-5/8" X 25 GA. METAL STUD JOISTS @ 16" O.C. SUPPORT FROM PURLINS @ 1 /3 POINTS. SEE SHEET A301 FOR ALL FINISHES 5/8" GYP. BD., PAINTED. 14'-8" 12 14 REFLECTIVE EXPANDED INSULATION; R-5.1 VALUE @ 7/8" CAVITY ASTM C 1224. SEE SPECS. FI-FOIL VR-PLUS SHIELD, OR 0 APPROVED SUBSTITUTE. L1 " X 2; P.T. FURRING @ 2 O.C., TYP. ALL SIDES 5Y/P8" G BD., PAINTED - RECE S FLOOR MAT SEE H A301. i I PORCELkN TILE BASE OR 4" NTH. CONCRETE SLA � APPROVED SUBTITUTE. —'� W/ 6X0 W1.4 XW1.4 W1�i POR GE N TILE OR 0 , OUT APPR.PSUBTITUTE. REIi ,CEMENT THROUGJ x. x I x T -7= x is x ., x - x x �- x =-- x---� x. x ,-a— x z' >e x - 6 MIL. VAPOR BARRIER\/�\\//\\//\\//\\//\ a _ •�',. __s SCALE: 3" = 1'-0" 4" X 4" X 1/4" STEEL LEDGER ANGLE. PRE -DRILLED W/ 3/4"0 HOLES @ 16" O.C. FASTENED W/ 5/8"0 X 81 EPDXY (SIMPSON SET) @ 16" O.C. MAX., MIN. 4-1/2" EMBEDMENT INTO EXIST. CONC. (SHOWN BEYOND @ EXIST. WALL) PURLI�CLIP. �SEEETAIL 1/S404� 1-1/4- X 26 GA. SUCTION STRAPS Q FASTENED TO EAVE STRUT & EACH PURLIN W/ #10 X 1" PAN HEAD SDS. SEE ROOF PLAN FOR LOCATIONS. PRE -FABRICATED RAIN LEADER CONT. (SEE EXTERIOR ELEVATIONS) ALL WALL NOTES AND DETAILS SIMILAR TO REVERSED SIDE. SCALE: 1 /2" = 1'-0" 24 GA. 'PBR' SCREW -DOWN STEEL ROOF PANELS ON CONT. ROOF PURLINS. MBCI SIGNATURE 200 - SOLAR WHITE 12" EAVE STRUT Al #14 (2) PER STRAP #12 @ 6" O.C. 4" X 4" SHEETING ANGLE #14 @ 6" O.C. GUTTER STRAP 14'-4" _ /L/-EAVE STRUT_T_ _�14'-0" �T/ BOND BEAM 1 /4"0 X 1-1/4"- TAPCONS @ 6" O.C. EAVE GUTTER. PROFILE TO MATCH GUTTER ON EXIST. MUSEUM MASONRY EAVE TRIM FASTEN TO CONC. W/ 1 /4"0 X 1-1/4" TAPCONS @ 6" O.C. �-4" X 4" X 1/4" STEEL LEDGER ANGLE. PRE -DRILLED W/ 3/4"0 HOLES @ 16" O.C. FASTENED W/ 5/8"0 X 81. EPDXY (SIMPSON SET) @ 16" O.C. MAX., MIN. 4-1/2" EMBEDMENT INTO EXIST. CONC (SHOWN BEYOND @ EXIST. WALL) 3/4"0 X 61. SIMPSON TITEN HD ANCHORS EAVE WITH GUTTER DETAIL 12" O.C., MIN. 5-1/2" EMBEDMENT Al Al #12 @ 6" O.C. 12 41 j SCALE: 1-1/2" = 1'-0" 12" MASONRY (1) #5 VERTICAL W/ FILLED CELLS @ 16" O.C. 1 /2" X 4" ASPHALT EXPANSION JOINT #5 DOWELS @ EACH FILLED CELL. PROVIDE STANDARD 90' ACI HOOK. - (1) LAYER 6x6 W1.4xW1.4 LAP 48 BAR DIAMETERS MIN. = WWM REINFORCEMENT FIN. FL. i< x I COMPACTED FILL TO 98% FOOTING P w Ld uj '' -- =- -�-_ -- • U U 3" COVER MIN., TYP. SEE FOOTING SEE SCHEDULE SCHEDULE FOR REINFORCEMENT. K'3 FOOTING TYPE 'A' S403 SCALE: 3/4" = 1'-0" THESE PLANS AND ALL PROPOSED V`jurjK ARE SUBJECT TO ANY CORAECTIONS RZOUIR150 BY PIELD 114S IC�iRS THAT Q 12" MASONRY W/ _ - "AY BE NECE96ANY IN R TO (1) #5 VERTICAL W/ FILLED COMPLY WI bra 'M11L APPLICABLE CODES, CELLS @ 16" O.C. #5 DOWELS @ EACH I - 0'-0 FILLED CELL. PROVIDE _ _ - _ FIN. FL. STANDARD 90' ACI HOOK. } LAP 48 BAR DIAMETERS MIN. -1 -4 -� e° FOOTING -,--------- Lu SEE FOOTING 3" COVER MIN., TYP. SCHEDULE FOR SEE SCHEDULE REINFORCEMENT. 4 FOOTING TYPE 'B' S403 SCALE: 3/4" = 1'-0" (1) LAYER 6x6 W1.4xW1.4 - SEE FOOTING WWM REINFORCEMENT SCHEDULE FOR REINFORCEMENT. •` w Ljj h c _ SEE S HEDU E THICKkNED EDGE - TYPE 'C' SCALE: 1-1/2" = 1'-0" zi 9 8403 118 W * Z LL 00 i �� I l'�------- 40 Z W I I' \-8'X Q' 12' POURED TIE BEAM 0 3000 PSI CONCRETE PUMP MIX U- W/ TWO 2 () #5T&B U- AND #4 TIES @ 8" O.C. 0 POURED CONCRETE TIE BEAM - 'B1' U) W 18' X 12' POURED TIE BEAM 3000 PSI CONCRETE PUMP MIX Z W/ EIGHT (8) #5 w 1 15" I 0 r-. o �~ * #3 TIES @ Q 6" O.C. W � i to--- -- --_ r� Z Q o LL Z W POURED CONCRETE TIE BEAM - 'B2' � 0 SCALE: 1-1/2" = 1'-0" 01 0 I I- U) D Ir 0 Q 0 0 J LL LOCATED AT WALL RETURNS SCALE: 1-1/2" = 1'-0" Q J (C j OPY W Z NOT USED SCALE: 1-1/2" = 1'-0" 0 W ,; LL • w _TICAL WALL REINFORCEMENT SEE 1 FOUNDATION PLAN FOR LOCATIONS 1 �aI la l� IC1 .._ r� •r�� th SECTION NOTE: REINFORCING SHALL HAVE A MINIMUM • • -COVER. ... ..OFCOURSE . ...... SPLICE DETAIL —CORNER SCALE 1 REVISIONS BY Z& 12-01-14 MISC. REV. rn cD fA (o Z 0 o- (D O W ()) N U Z*:n Lo't z WZo 0 UJ m L y � JIli < W z0- wW z oWJ �g 0 o 0 0 ¢ 0 J 0 ckl- rn m M U_ 0L-j Z 00z 0 ..Y W w� U w 0 cD O Q 0) Lu Q M U w �- Z Q Q cNOMINEES z �---- w O C� O Z =_J LL O = w W cc c'>.crU c> > 0 0r w .< Z W c/3 a- O Z O CL 0 F_ MO � LL O -0 I ul 0 u� - J o >`J � D. LLJ w .- z � U � 0 Z. ¢0 H O o X u- DATE 10-16-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 SHEET S403 OF 3 SHEETS �qEVV LLUkJL-lx Ml'f'jL_L kUL-1volu) SEE DETAILS 5 & 6/S402. ATTACHMENT DETAIL 4) rD U 0) C? 02 02 SCALE: 1/4" = l'-O" 19-019 1 0_011 it -of) DETAIL I I I 'A #12-14 X 1-1/4" LL SIDS MEMBER FASTENERS W/ WASHER @ 12" O.C. PANEL FASTENER SPACING AT INYERMEDIATE GIRTS/PURLINS WIND ZONE '011 4" 8" 4 8" 4" 8" 4" #12-14 X 1-1/4" LL SIDS MEMBER FASTENERS W/ WASHER 6" O.C. (6) PER PANEL. ZW/ ZONE 2 & 3 PANEL FASTENER SPAQINEAVE STRUTS END PS AND 31ASE WIND ZONE 3 3 #14 - 1/4" X 7/8" LL SIDS STITCH FASTENERS W/ WASHER @ 112" O.C. ?BR ' ROOF DETAIL W PANEL ATTACHMENT DETAIL SCALE: 1 l'-O 6" ff) I EW PURUN CLIP 'OOMETRIC VIEW PURLIN FASTENED TO CLIP W/ (4) 1/2"0 X 1-1/4" A307 BOLT/NUT 1-1/4" X 26 GA. SUCTION STRAPS FASTENED TO EAVE STRUT & EACH PURLIN W/ #10 X 1- PAN HEAD SDS. SEE ROOF PLAN FOR LOCATIONS. RUN OVER AND UNDER PURLINS FOR BRACING ALTERNATE DIRECTION EVERY OTHER PURLIN. SCALE: 3" := l'-O" ASCE 7-10 ru""ESIGN W11NOLOAD CHART EAST ENTRANCE ROOF 3.0 FEET ZONE # AREA ROOF SURFACE WIND PRESSURE (PSF) BUILDING INFORMATION:ROOF AREA DIMENSIONS: 10' x 16,67' MEAN ROOF: 15.33' ROOF SLOPE: 4:12 BUILDING CONFIGURATION: ENCLOSED EXPOSURE: D OCCUPANCY CATEGORY: 11 BASIC WIND SPEED: 170 MPH ULTIMATE EFFECTIVE AREA = 10 S.F. ROOF FIELD -70.4/+44.3 ROOF PERIMETER —122.5/+44.3 ROOF CORNER181.1/+44.3 ��l I 3'-0" NOMINAL COVERAGE 11-011 11-011 11-01, 4" 4" 4"I I 31" 390 2 MAJOR RIBI MINOR RI SCALE: 1 " = l'-O" usloi ® 12- 'ZEE' ROOF PURLINS, 14 GA., RED -PRIMER. 12" 'CEE' EAVE STRUT, 14 GA., RED -PRIMER. PURLIN CLIP, TYPICAL @ EACH PURLIN 4" X 4" STEEL LEDGER ANGLE 24 GA. 'PBR' ROOF PANEL - MBCI SIGNATURE 200 - SOLAR WHITE EC ROOF -TO -WALL TRANSITION FLASHING F71 EAVE GUTTER F8__] RIDGE FLASHING - DIE FORMED 4:12 SLOPE 0 DOWNSPOUT Fl_n� qll('.TIC)N qTPAPq - 1-1/4" Y 9F; (,A ROOF PLAN v 1 NOTE: ALL ELEVATION HEIGHTS ARE BASED ON THE FINISHED FLOOR OF THE MAIN BUILDING, WHICH WILL BE DESIGNATED AS 0'-0" A.F.F. TWESE PUNW; A9D ALL PRra"?0l'SEF.) VVorik,t,. ARE SUBJECT TO ANY COMAECTIONS REQUIR50 BY FIELO fNSPECMIRS THAT UW BE MCF96ARY M MEER TO 1% 0 0H"",N7,)o,F FRAMING PLA!"N' ERECTOR _ROTE - THIS BUILDING HAS SPECIFIC ROOF FASTENER REQUIREMENTS. PLEASE REVIEW TFW], DETAIL PRIOR TO ERECTING THE ROOF PANELS. FAILURE 7_01 FOLLOW' THESE SPECIFIC REQUIREMENTS COULD RESULT IN LOSS OF ROOF PANEL(S). 14'--4" TO 14'-4" TO la"410E V,4,91E.q 0 co z w 0 Il LL z 0 "GREENBLOCK" 'ING INSULATED WALL SYSTEM: 6" REINF. 'RETE W/ 2 5/8- RIGID BOTH SIDES, w _ATIqN EMAIN. 0- z IT 0 14'-4" A.F F. _EAVE - 1Y --12" MASONRY WALL (BELOW) z 0 GO z 0 LL z w 2 :D 0 w 0 N, 12 z SCALE. 1/2 = l'-O" 0 0 J. LL EXISTING "GREENBLOCK" INSULATED CONC. WALL SYSTEM: 6" REINF. CONCRETE W/ 2 5/8" RIGID z INSULATION BOTH SIDES, TO REMAIN. w z IL 14'--4" A.F F —EAV-E 2 0 U 0 U) z w 12" MASONRY WALL (BELOW) LL 0 w D_ #5 CORNER BARS @ WALL ENDS 0 LAP 48 BAR DIAMETER 'L' BAR, TYP. BOTH SIDES. @ EACH BOND BEAM LOCATION. W Ui fl w 0 IL 0 r,7 z ABBREVIATIONS AAV AUTOMATIC AIR VENT ACC AIR COOLED CONDENSER AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AL ACOUSTICAL LINING, ALUMINUM AMCA AIR MOVING & CONTROL ASSOCIATION INTERNATIONAL, INC. ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARI AMERICAN REFIRIGERATION INSTITUTE AS AIR SEPARATOR ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASTM AMERICAN SOCIETY FOR TESTING AND MATERIAL BDD BACK DRAFT DAMPER BFF BELOW FINISHED FLOOR BFV BUTTERFLY VALVE BLR BOILER BP BOOSTER PUMP BTU BRITISH THERMAL UNIT BV BALL VALVE C COIL, CONDUIT CA COMPRESSED AIR CC COOLING COIL CD CONDENSATE DRAIN PIPE CFM CUBIC FEET PER MINUTE CHR CHILLER CMP COMPRESSOR CO CARBON MONOXIDE CO2 CARBON DIOXIDE CS CIRCUIT SETTER CT COOLING TOWER CU CONDENSING UNIT CV CHECK VALVE CW CITY WATER DB DRY BULB DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RETURN DN DOWN DRY DRYER - CLOTHES EAT ENTERING AIR TEMPERATURE EF EXHAUST FAN ET EXPANSION TANK EWT ENTERING WATER TEMPERATURE FCU FAN COIL UNIT FD FIRE DAMPER FLA FULL LOAD AMPS GPM GALLONS PER MINUTE GV GATE VALVE GWH GAS WATER HEATER HC HEATING COIL HEX HEAT EXCHANGER HMD HUMIDIFIER HP HORSE POWER HW HEATING WATER IRH INFRARED HEATER LRA LOCK ROTOR AMPS LST LIFT STATION LWT LEAVING WATER TEMPERATURE MAT MIXED AIR TEMPERATURE MAX MAXIMUM MBH THOUSAND BTU PER HOUR MD MOTORIZED DAMPER MIN MINIMUM MUA MAKE UP AIR NC NORMALLY CLOSED NFA NET FREE AREA NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN THIS CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE NV NEEDLE VALVE OSA OUTSIDE AIR P PUMP PG PRESSURE GAUGE POC POINT OF CONNECTION PRV PRESSURE RELIEF VALVE PS PRESSURE SWITCH PSIA POUNDS PER SQUARE INCH -ABSOLUTE PSIG POUNDS PER SQUARE INCH -GAUGE PT PRESSURE SENSOR/TRANSMITTER PTAC PACKAGED TERMINAL AIR CONDITIONING PTG PRESSURE AND TEMPERATURE GAUGE - COMBINED RA RETURN AIR RLA RUNNING LOAD AMPS RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT SD SMOKE DAMPER SE SMOKE EXHAUST SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION ST STEAM STIR STRAINER TG TEMPERATURE GAUGE TS TEMPERATURE SWITCH TT TEMPERATURE SENSOR/TRANSMITTER TW THERMOWELL TXV THERMAL EXPANSION VALVE TYP TYPICAL UH UNIT HEATER UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED VAT VARIABLE AIR TEMPERATURE VAV VARIABLE AIR VOLUME VD VOLUME DAMPER VTR VENT-THRU-ROOF WB WET BULB DUCTWORK LEGEND: I AD L--J 18X12 18" i U /C � R /A -� a FD SD El - -CD- - VERTICAL SUPPLY DUCT VERTICAL RETURN OR EXHAUST DUCT ACCESS DOOR IN DUCT RECTANGULR DUCT. SIZE INDICATES CLEAR INSIDE DIMENSION. FIRST FIGURE INDICATES PLAN VIEW WIDTH ROUND DUCT. SIZE INDICATES CLEAR INSIDE DIAMETER. BRANCH DUCT MANUAL VOLUME DAMPER BACK DRAFT DAMPER (BDD) ELBOW WITH TURNING VANES DOOR UNDERCUT RETURN AIR FIRE DAMPER SMOKE DAMPER THERMOSTAT ►I`[l1iff-smi-I'vi DUCT SMOKE DETECTOR CARBON DIOXIDE DETECTOR FLEXIBLE DUCT CEILING SUPPLY AIR DIFFUSER (ARROWS INDICATE DIRECTION OF FLOW) S-1: WHEN SHOWN DENOTES TYPE 123: FLOW IN CFM CEILING RETURN AIR REGISTER OR GRILLE SUPPLY AIR REGISTER RETURN AIR REGISTER OR GRILLE CONTROL SIGNAL CONDENSATE DRAIN 1 004 MAINTENANCE CLEARANCES MISCELLANEOUS O NOTE CALL OUT SECTION CUT INDICATES DIRECTION SECTIUN IS TAKEN Mi-xxX` SECTION IDENTIFICATION NUMBER NUMBER OF SHEET ON WHICH SECTION IS SHOWN NORTH ARROW DETAIL DETAIL M X- XXX SCALE: 1 /4"=1'-0" NUMBER OF SHEET ON WHICH DETAIL IS LOCATED. GENERAL NOTES: CONTRACTOR SHALL COORDINATE THE EFFORT WITH ALL TRADES. 2. PROVIDE A MINIMUM OF 4 INCH CLEARANCE AROUND DUCTWORK AND EQUIPMENT. ADJUST FRONT AND/OR MAINTENANCE SIDE CLEARANCES TO EQUIPMENT MANUFACTURER REQUIREMENTS. PROVIDE A MINIMUM OF 36 INCHES OFF CLEARANCE AT ANY SIDE USED TO ACCESS ENERGIZED ELECTRICAL AND/OR CONTROL COMPONENTS. 3. ALL MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE FLORIDA BUILDING CODE, LOCAL NOISE AND HEIGHT ORDINANCES, PLANS AND SPECIFICATIONS. 4. ALL MATERIALS SHALL BE NEW AND ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, PRODUCT APPROVAL, RULES AND ORDINANCES, ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION. 5. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING A COMPLETE OPERABLE MECHANICAL SYSTEM. 6. ALL LOUVERS, GRILLES, PIPING, ETC., SHALL BE PAINTED TO MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. 7. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND WALL OPENINGS SHALL BE BY THE CONTRACTOR. ALL MODIFICATIONS TO THE EXISTING BUILDING STRUCTURE SHALL BE APPROVED BY THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. 8. ALL OPENINGS IN BUILDING STRUCTURE, PIPING, ETC. TO BE 1 /2" LARGER (ON ALL SIDES) THAN THE OUTSIDE DIMENSIONS. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH UL APPROVED FIRE/SMOKE/WATER SEALANT. 9. NO COMBUSTIBLE MATERIAL IS ALLOWED IN MECHANICAL ROOMS OR IN CEILING/ATTIC SPACES. 10. ALL EXPOSED DUCTWORK, PIPING, ETC. SHALL BE FINISHED AND PAINTED AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. 11. PROVIDE 10' MINIMUM CLEARANCE BETWEEN OUTSIDE AIR INTAKE DEVICES OR OPENINGS AND EXHAUST DISCHARGE OPENINGS OR DEVICES AND PLUMBING VENTS. 12. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. 13. CONTRACTOR SHALL WARRANTY ALL MECHANICAL SYSTEMS, DUCTWORK, THERMOSTATS, AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DWGS AND SPECIFICATIONS FOR A PERIOD OF ONE (1) YEAR AFTER C.O. OF BUILDING. ANY REPAIRS REQUIRING SYSTEM SHUT DOWN WILL BE DONE DURING NON OPERATIONAL PERIODS. HVAC CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO BIDDING AND PURCHASING ANY EQUIPMENT. EQUIPMENT NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI AND UL LISTED WHERE APPLICABLE AND RATED FOR 'THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO FUNCTION PROPERLY. 2. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR IN THE SPECIFICATIONS. 3. PROVIDE FIRE DAMPERS AS REQUIRED BY CODE IN ALL DUCT PENETRATIONS THROUGH FIRE RATED WALLS. 4. TEST AND BALANCE ALL MECHANICAL EQUIPMENT AIR DEVICES, DAMPERS, DX -SPLIT SYSTEMS AND FANS RATES, ETC., TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES. PROVIDE T&B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS. PROVIDE FINAL BALANCING FOR ALL SYSTEMS TO SATISFACTION OF OWNER. TEST AND BALANCE SHALL BE PERFORMED BY AN INDEPENDENT CONTRACTOR. 5. THERMOSTAT AND HUMIDISTAT LOCATION SHALL BE APPROVED BY OWNER AND ARCHITECT BEFORE INSTALLATION. MATCH HEIGHT, TYPE AND STYLE OFF EXISTING THERMOSTAT AND HUMIDISTAT (IF APPLICABLE). 6. CONDENSATE DRAIN PIPING, USE HARD DRAWN COPPER TO ASTM B 88, TYPE "L". SCH 40 PVC MAY ALSO BE AN APPROVED EQUIVALENT. 7. ALL PIPING AND DUCTWORK PENETRATIONS THRU WALLS, BEAMS, SLABS, ETC, SHALL BE SLEEVED AS REQUIRED AND COORDINATED WITH THE STRUCTURAL E-NGINEER. REWORK BAR JOIST CROSS BRACING AND PROVIDE NECESSARY TRANSITIONS AS REQUIRED FOR DUCTWORK INSTALLATION. 8. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 9. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISC ORDINANCES. MIN. REQUIREMENT SHALL NOT EXCEED A NOISE LEVEL OF 65 DB AS MEASURED RADIALLY 30 FT FROM THE EQUIPMENT IN ALL DIRECTIONS. 10. PROVIDE MOTOR STARTERS FOR ALL MOTOR DRIVEN EQUIPMENT. 11. PROVIDE ADJUSTABLE PULLEYS FOR ALL BELT DRIVEN HVAC EQUIPMENT. 12. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO CONNECT SHEET METAL OR RIGID FIBERGLASS DUCTWORK TO THE HVAC EQUIPMENT. 13. PROVIDE DOOR UNDERCUTS FOR TRANSFER AIR AS SHOWN ON PLANS. DOOR UNDERCUTS SHALL BE THE COMPLETE WIDTH OF THE DOOR AT A HEIGHT NO LESS THAN 3/4" AFF. 14. PROVIDE A MINIMUM OF THREE SETS OF FILTERS. ONE SET OF FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. ANOTHER NEW SET SHALL BE INSTALLED PRIOR TO TEST AND BALANCE. THE FINAL SET SHALL BE INSTALLED AT THE END OF ONE YEAR SERVICE PERIOD. 15. ALL BRANCH DUCTWORK (SUPPLY AND RETURN) SHALL HAVE MANUAL VOLUME DAMPERS WITH A 2" OFFSET LOCKABLE BRACKET TO CLEAR THE INSULATION THICKNESS. 16. ALL SUPPLY AND RETURN GRILLES AND DIFFUSERS SHALL HAVE OPPOSED BLADE DAMPERS IN THE NECK OF THE DEVICE. �, r r ,�:p �UII� PLANS J ALL PI OPp ARE SUBJECT TO ANY CopAECTIONS REQUIRID BY PIEL© RWSPIC :'ORS THAT 1124Y BE MUMMY IN CADER TO T°, 3 u L^ 119 ill P U € [< e FIE CODES. AIR DISTRIBUTION, DUCTWORK AND ACCESSORIES NOTES: 1. REFER TO ARCHITECTURAL PLANS FOR CEILING AND WALL TYPES. ALL SUPPLY AIR DIFFUSERS AND REGISTERS MOUNTED ON THE EXPOSED G90 GALVANIZED STEEL DUCTWORK SHALL HAVE ALUMINUM FINISH TO MATCH THE DUCTWORK. ALL SUPPLY AIR DIFFUSERS IN AREAS HAVING DROP CEILING, TRANSFER AIR GRILLES AND RETURN AIR GRILLES SHALL HAVE WHITE FINISH SUBJECT TO ARCHITECT'S APPROVAL. ALL DIFFUSERS, REGISTERS AND GRILLES SHALL BE RATED FOR THE SPECIFIED TEMPERATURE AND PRESSURE AND AS REQUIRED BY THE CEILING SYSTEM RATING. 2. ALL AIR CONDITIONING DUCTWORK SHALL BE DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH "SMACNA" HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE, 2ND EDITION 1995. 3. ALL SUPPLY AIR DUCTWORK SHALL BE FABRICATED FROM G90 GALVANIZED SHEET METAL DUCTWORK, EXTERNALLY WRAPPED WITH R-6 INSULATION. ALL OUTSIDE AIR AND VENTILATION DUCTWORK SHALL BE FABRICATED FROM G90 GALVANIZED SHEET METAL DUCTWORK. EXHAUST DUCTWORK SHALL BE ALUMINUM. DUCTWORK SHALL MEET NFPA 90A/90B AND INSTALLATION SHALL COMPLY WITH SMACNA AND FBC. A. WHERE INDICATED RECTANGULAR SUPPLY AND RETURN AIR DUCT DESIGN PRESSURE = 2.0 INCH W.G. POSITIVE OR NEGATIVE B. WHERE INDICATED ROUND SUPPLY AND RETURN AIR DUCT DESIGN PRESSURE = 4.0 INCH W.G. POSITIVE OR NEGATIVE C. WHERE INDICATED RECTANGULAR EXHAUST AIR DUCT DESIGN PRESSURE = 1.0 INCH W.G. NEGATIVE D. WHERE INDICATED ROUND EXHAUST AIR DUCT DESIGN PRESSURE = 2.0 INCH W.G. NEGATIVE E. WHERE INDICATED ROUND DUCT AND FITTINGS ROUND DUCT SHALL BE SINGLE WALL, SPIRAL LOCK SEAM WITH STANDING RIB AND FITTINGS SHALL BE SPOT OR TACK WELDED AND SEALED, LAP AND RIVITED/SCREWED AND SEALED, SOLID WELDED OR STANDING SEAM. F. FLEXIBLE AIR DUCT FLEXIBLE DUCT SHALL BE UL 181, CLASS 1, ALUMINUM LAMINATE: AND POLYESTER FILM WITH LATEX ADHESIVE SUPPORTED BY HELICALLY WOUND SPRING STEEL WIRE. MATCH INSULATION "R" VALUE WITH THAT OF FIBERGLASS DUCT WRAP. 4. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, POSITION OF DAMPERS, REPLACE FIRE DAMPER LINKS, ADJUST OR REPLACE CONTROLS, ETC. 5. PROVIDE LONG SWEEP OR VANED ELBOWS IN ALL CASES, SPUTTER DAMPERS WHERE INDICATED ON DWGS AND VOLUME CONTROL DAMPERS IN ALL BRANCH DUCTS OR DIFFUSER TAKE OFF CONNECTIONS. COORDINATION NOTES: 1. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND STRUCTURAL PLANS; ALL SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. ADDITIONAL DUCT AND PIPING SECTIONS AND OFFSETS, BENDS OR TRANSITIONS MAY BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 2. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DWGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DWG WILL INCLUDE BEAM OR STRUCTURE ELEVATION AND REQUIRED EQUIPMENT ACCESS AREAS. 3. WALL, ROOF, AND CEILING OPENINGS INDICATED ON CONSTRUCTION DWGS ARE NOMINAL DIMENSIONS ONLY AND ALL DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED. ADJUST OPENINGS FOR ACTUAL INSTALLATION REQUIREMENTS. 4. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHT FIXTURES, SPRINKLERS AND ARCHITECTURAL ELEMENTS. 5. COORDINATE LOCATION OF AIR CONDITIONING, HEATING AND VENTILATION EQUIPMENT, TERMINAL UNITS, TERMINAL DEVICES, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR. 6. PRIOR TO EQUIPMENT AND/OR MATERIAL PROCUREMENT, PRE FABRICATION, ASSEMBLY AND/OR INSTALLATION, SUBMIT EQUIPMENT AND MATERIAL DATA SHEETS AND SHOP DWGS (AS APPLICABLE) TO THE ENGINEER FOR REVIEW AND APPROVAL. THE SUBMITTAL SHALL BE IN SUFFICIENT DETAIL TO INDICATE COMPLIANCE WITH DESIGN AND PERFORMANCE CRITERIA AND COORDINATION BETWEEN TRADES FOR EQUIPMENT EMPLACEMENT REQUIREMENTS AS WELL AS SPACE UTILIZATION BETWEEN ADJACENT EQUIPMENT OR EQUIPMENT OCCUPYING THE SAME ROOM AND COORDINATION OF DUCTWORK, PIPE AND CONDUIT ROUTING, SETTING HIERARCHY AND DEDICATED ROUTING ZONE FOR EACH SYSTEM TYPE OR COMPONENTS TO PREVENT INTERFERENCE AND/OR CONFLICT BETWEEN SYSTEMS. SPECIAL PROVISIONS-HVAC PER FBC 13.413 ABC 1. WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION ARE REQUIRED TO BE PROVIDED TO THE BUILDING OWNER, INCLUDING A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 2. AN OPERATION AND MAINTENANCE MANUALS REQUIRED TO BE PROVIDED TO THE BUILDING OWNER FOR ALL EQUIPMENT SHOWN ON THE DRAWINGS. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: A. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. B. OPERATING MANUALS MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. C. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. 3. FEEDER CONDUCTOR SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 2% AT DESIGN LOAD. REFER TO PANEL SCHEDULES FOR FEEDER LENGTH AND SIZE FROM THE SERVICE TO THE PANELS AND THE APPROPRIATE VOLTAGE DROP. BRUCE M. CIARLARIELLO (FL PE 62977) W Z Q 2 0 0 Z I I Q 0 tr LL Z _0 (n I 1 W >I D 0 F 0 Q I Z Q 0 LL Z 0 I H N 0 0 Q 0 0 D LL J D H W_ Z 0 0 Z I I Q LL 0 W 0 I H N Q IW- _0 I } n. 0 0 N Z Q I I REVISIONS BY rr- rn 0 0� O W Q, CV U �o Z ~ Z LnM cO M W O 49 Z ILJ CCU 0 U -' m� �Y Q W x w0- ww z ® W Ug J (3 0 0 o00 rn � m IU r' Z 00z 0 �Y W Lo CD � wt U l% w 0 CD 0 0) LL j Q d- W Q M U w � uj r � _ O = J LL 0cc >� LLM�M 0 0 / o cc LU Z W � 0 CL Z O CL ® F' M O � LL O DATE 10-16-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 SHEET M600 OF 2 SHEETS M. Cooling` Rated Capacity...............................12,000 Btu/h Minimum Capacity ... .................. ........6,000 Btu/h SEER......................................13.5 Btu/h/W EER ...................... . ........... . .... 9.5 Btu/h/W Total Input ......... .................. ............ 1,260 W Rating Conditions per AHRI Standard Cooling I Indoor: 80° F (27° C) DB / 67° F (19° C) WB Cooling I Outdoor: 95° F (35° C) DB / 75° F (24° C) WB Electrical Requirements Power Supply .................... 208 / 230V, 1-Phase, 60 Hz Recommended Fuse/Breaker Size.......................15 A Voltage Indoor - Outdoor S1-S2 ...................... AC 208 / 230V Indoor - Outdoor S2-S3 ...........................DC t24V OPERATING CONDITIONS Indoor Intake Air Outdoor Intake Air Temp. Temp. Maximum 95° F (35° C) DB 115° F (46° C) DB 71 F 22 CWB Cooling Minimum DB (14° 0° F** (-18° C) DB 57 F C) WB ** With optional wind baffle accessory installed. If not installed, the minimum temperature will be 23°F (-5°C) DB. Specifications are subject to change without notice. © 2013 Mitsubishi Electric US, Inc. ROUND DAMPER WING NUT I.\NAI 3/8 INCH QUADRANT STIFFEN AS REQUIR�n O O BEARING OPTION ROD CONTINUOUS ON 2" W.G. CLASS AND ON ALL DAMPERS OVER 12" DIA. DUCT SIDE ELEVATION 1 /2 IN(,H QUADR/,NT 19" TO 48" OUTSIDE END BEARING Indoor Unit MCA. ........ .......1 A Fan Motor (ECM) .............................. 0.51 F.L.A. Fan Motor Output...................................50 W Airflow (Lo - M1 - M2 - Hi) ....... 390 - 420 - 460 - 530 Dry CFM 350 - 390 - 420 - 490 Wet CFM Sound Level (Lo - M1 - M2 - Hi).......... 27 - 28 - 29 - 31 dB(A) SHF............................................. 0.84 Moisture Removal ................................ 1.7 pt./h DIMENSIONS UNIT INCHES / MM PANEL INCHES / MM W 33-1 /16 / 840 37-3/8 / 950 D 33-1/16 / 840 37-3/8 / 950 H 10-3/16 / 258 1-3/8 / 35 Weight (Unit/Grille) Ibs............................................ 49/13 kg ............. ..22/6 External Finish (Grille) .............. Munsell No. 6AY 8.9 / 0.4 Field Drainpipe Size O.D. ............... 1-1/4" / 32 mm Outdoor Unit Compressor .................. DC Inverter -driven Twin Rotary MCA...............................................13 A MOCP............................................ 15 A Fan Motor (ECM) ... ......................... 0.35 F.L.A. Sound Pressure Level(Cooling). ............... .... 46 dB(A) DIMENSIONS INCHES / MM W 31-1/2 / 800 D 11-13/16 + 7/8 / 300 + 23 H 23-5/8 / 600 Weight .......... ................... I...I..82lbs./37 kg External Finish ........... ........... Munsell No. 3Y 7.8 / 1.1 Refrigerant Type .................................. R410A Refrigerant Pipe Size O.D. Gas Side ................................ 1/2" 112.7 mm Liquid Side ............................... 1/4" / 6.35 mm Max. Refrigerant Pipe Length ..................... 100' / 30 m Max. Refrigerant Pipe Height Difference ............ 100' / 30 m Connection Method ................................Flared ELEVATION TWO BLADE ARRANGEMENT DUCT DUCT NOTE: OVER 12" HIGH USE MULTIPLE BLADES. i INSIDE END BEARING REQUIRED ON 3" W.G. CLASS DUCT AND OVER. OPTIONAL FOR OTHERS. VOLUME DAMPER (VD) DETAIL '5 _r. _ I� 1 I C, 1. THE MECHANICAL (',ONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TOOLS, AND EQUIPMI NT TO INSTALL COMPLETE AND OPERATING HVAC SYSTEMS. 2. THE MECHANICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED PERMITS. 3. THE MECHANICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AS SHOWN. 4. INSTALLATION SHALL BE IN COMPLIANCE WITH THE LOCAL, STATE, NATIONAL AND FLORIDA ENERGY CODES. 5. INDICATED DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 6. ALL DUCTWORK SHALL BE SUSPENDED FROM UNDERSIDE OF STRUCTURE. 7. REFRIGERANT PIPE SHALL BE SIZED AS PER MANUFACTURER'S REQUIREMENTS. 8. EXPOSED REFRIGERANT PIPING SHALL BE INSULATED AND PAINTED WITH A UV PROTECTIVE PAINT TO PREVENT DEGRADATION. IMPORTANT STORM PREPARATION NOTE IN THE EVENT OF ANY ONCOMING HIGH WIND STORM, (I.E. TORNADO, TROPICAL STORM, HURRICANE, OR ANY OTHER ACTS OF GOD) ALL BUILDING COMPONENTS ARE REQUIRED TO BE CLOSED TIGHTLY AND LOCKED, REGARDLESS, IN ORDER TO PROTECT THIS BUILDING FROM POTENTIAL WIND DAMAGE. THIS IS THE RESPONSIBILTY OF THE OWNER. AHRENS (:OMPANY SHALL NOT BE LIABLE FOR DAMAGE DUE TO OPI N BUILDING COMPONENTS. THIS SHOULD BECOME PART OF THE STORM PREPARATION CHECKLIST. CONDENSING UNIT SEE SCHEDULE O APPROVED HURRICANE STRAPS 0 @ EACH CORNER 3/4 TEK SCREWS INTO UNIT 1/8" X 2" TAPCONS INTO PAD UNIT TO GUST WINDISHPERNDBC70 MPH 2010 REQItS EXP. D O O O O mIF � 11L CONC. PAD SIZE PER PLAN NOTE: _ VERIFY SIZE W/ CONDENSING UNIT JIL 1� MFR. & PROVIDE ADEQUATE EQUIP. SPACING & CLEARANCES. 11L 11L 11L JI N.T.S. ASHRAE 62.1 VENTILATION CALCULATION Supply Air Floor Required Time Required _Air Required Provided Space Area Outdoor Air Averaged Outdoor Air Distribution Outdoor Air Outdoor Air Ventilation Zone Name / Space Name (CFM) (ft2) (CFM/ft2) Occupancy (CFM/person) Effectiveness (CFM) (CFM) Efficiency Zone 1 450 Entry Way 143 1 0.06 1 0 5 1 0.8 11 1 15 1 Totals (incl. Space Multipliers) 450 I 15 1 SCALE: 3/8"= 1'-0" THIS MECHANICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS TO MEET CODE. THE DETAILS OF THE MECHANICAL SYSTEM SHALL BE DETERMINED BY A MECHANICAL CONTRACTOR LICENSED IN ACCORDANCE WITH CH. 489 OF FLORIDA STATUTES & THE LOCAL AUTHORITY HAVING JURISDICTION. THIS DESIGN IS ALLOWED BY CH. 471 FOR MECHANICAL SYSTEMS NOT TO EXCEED 15 TON —PER —SYSTEM OR IS TO ACCOMMODATE 100 OR FEWER PERSONS. DIV L 0111, 'at- -r,11 Oki n ' • 7 REFRIGERANT LIQUID LINE. REFRIGERANT SUCTION LINE. FRIGERATION VALVE RAINER )UID LINE DRYER FRIGERATION VALVE BHT GLASS ILENOID VALVE �.L TRAP L EXPANSION VALVE 3 DX COIL PIIrIG DETAIL M601 N TS WA' NY116 No.62977 BRUCE M. C'IARLARIELLO (F1 PE 62977) PLANS' AND ALL PR POSEq Woifrc ARE S.UBJECT TO ANY COMECTIONS REQUIRED By PIELO INS ICMRS TIGffi- aW BE NECLSGA{ty li', C PI To CHI E Cogf� - REVISIONS A 12-01-14 1 MISC. REV. d- Z O Oc 0- (D 0 CaV Z :D Lo ro la Z ® O of m� �Y Q w a- Ir W Z W W Z W Q 0O O G) IU m n i- (D LLI Z 00 Z 0 VFD Ln Lli It It W U LL_ LL_ O DATE 10—'i6-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 SHEET M t�% OF 2 SHEETS e l I v POWER POLE - CONNECTED I TO BASE OF POLE. VERIFY W/ REPRESENTATIVE. SEE SITE ELECTRICAL PLAN AND ELECTRICAL RISER DIAGRAM. A B OVERALL- ELECTRICAL PLAN THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS TO MEET CODE. THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY A ELECTRICAL CONTRACTOR LICENSED IN ACCORDANCE WITH CH. 489 OF FLORIDA STATUTES & THE LOCAL AUTHORITY HAVING .niGicnirTinni Tuic IS ALLOWED BY ERVICES WITH A AMPS OR LESS ;TRIAL SYSTEMS. Wi Q 0. 2 0 0 U) Z W Z Q 0 Iz IL Z 0 (n W 0. W 3 3 0 0 Q } Z Q 0 U. F. Z cI.I.I L 0 co N I F W D Ii 0 Q (L 0 0 0 LL F- N. Z a 2 0 Z i I Q U. } ir aW. 0 ir a w I co 0 Q W I ir 0 N 0 _Z 0 co I REVISIONS BY Z112-01-14 MISC. REV. d- rn O Z o= fol O C° QQN CD � M ul Z 0 OJ O m� L U � Y J � � za- :c z Liu w w C)g O rW J V • 0Q O ® O llf 0) 1_U Z o0 z of �Y W U Lam. L�. O LL< cj) r � Lu CIO Q ® O 4 J LL L� LL., C) > O cr w CL <t LL I00 L0 Z' 0. We Quj 0 x� o DATE 10-16-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 SHEET Eou 1 OF 3 SHEETS ELECTRICAL LEGEND RECESSED LED HIGH -HAT LIGHT FIXTURE EXIT/EMERGENCY LIGHT FIXTURE 20 AMP, 125V, DUPLEX RECEPTACIE, GROUNDING TYPE +18- A.F.F. U.O.N. ELECTRICAL PANE__L METER E::h F DISCONNECT SWITCH "3" INDICATES NUMBER OF POLES, '60' = FRAME SIZE AND "F" DENOTES I`USE SIZE AS RECOMMENDED BY EQUIPMENT MANUFACTURER AND "NF" INDICATES NON -FUSED. GFII GROUND FAULT INTERRUPTER wp WATER PROOF VP VAPOR PROOF @ TIE-IN EXIT/EMERGENCY LIGHTS, LIGHTS AND OUTLETS TO EXISTING CIRCUITS ON PANEL8OARDS SCHEDULE �� AND `B'. LOCATED IN EXISTING BUILDING #2. FIELD VERIFY AS --BUILT C|RCU|T|NG ON BREAKER PRIOR! TO NEW WORK. /�\ FIELD COORDINATE FIXTURE LOCATIONS WITH MECHANICAL DUCT YYORK, PIPING AND ADJUST ACCORDINGLY. VERIFY CEILING TYPES AND PROVIDE MOUNTING BRACKETS AS REQUIRED. COORDINATE EXACT ELECTRICAL FIXTURE AND OUTLET LOCATIONS WITH EC|. (a) CQOR0NTATE EXACT LOCATION IN FIELD, AND WITH MECHANICAL DRAWINGS. SEE A/C SCHEDULE FOR ELECTRICAL INFORMATION. TYPE LAMP DESCRIPTION /A \ LED 8" APERTURE ARCHITECTURAL LED RECESSED LUM|NAIRE, LDO, 20 LUM[N3, BY DMF U8H[ OR APPROVED SUBSTITUTE, 20 LUMENS, 120V DIMMING -T T WHITE RN|3M WITH CC -BAR HANGER. FRAME -IN KIT FART # LD620N1T. LIGHT ENGINE PARTIT 4 LD020DL30W /2\ 12W EXIT LIGHT COMBINATION, SURFACE MTD, WHITE FINISH, RED LETTERS, NOTE: 1. USE FIXTURES CALLED FOR ABOVE OR ENGINEER APPROVED SUBSTITUTE. 2. COORDINATE ALL LIGHT FIXTURE, OUILET AND SWITCHING LOCKFIONS WITH ED. THE ELECTRICAL CONTRACTOR SHALL THROUCHLY RENDW THE PROJECT TO ENSURE THAT ALL OF THE N0HK AS SHOWN ON THE ELECTRlCAL PLANS SHALL MEET OR EXCEED ALL CODE REQUIREMENTS. 4NY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BID. THE ELECTRICAL CONTRACTOR SHALL THROUGH|Y REVIEW THE ARCHITECTURAL, MECHANICAL, AND STRUCTURAL PLANS TO ASSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. ANY ITEM AN OR EQUIPMENT NOT PROVIDED WITH ELECTRICAL SERVICE SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO B|[}. CONTRACTOR IS CAUTIONED TO FIELD VERIFY ALL EX|S|7|NG CONDO|ONS PRIOR TO BIDDING. CONTRACTOR SHALL. INCLUDE ALL |HAT IS REQUIRED TO SATISFY THE FIELD AND PROJECT REQUIREMENTS. COMMLNCEMENT OF WORK SHALL BE CONSTRUED AS EVIDENCE THAT SUCH VERIFICATION HAS BEEN MADE AND FUTURE CLAIMS FOR MATERIAL AND/OR LABOR RESULTING FROM UNFOR3EEN DIFFICULTIES WILL NOT BE RECOGNIZED. F.F. ELEV. = 8.0 PRCROSEP ELECTOR"ICAL PLAN ENLARGEMENT" THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS TO MEET CODE. THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY A ELECTRICAL CONTRACTOR LICENSED IN ACCORDANCE WITH CH. 489 OF FLORIDA STATUTES & THE LOCAL AUTHORITY HAVING JURISDICTION. THIS DESIGN IS ALLOWED BY CH. 471 FOR ELECTRICAL SERVICES WITH A SERVICE CAPACITY OF 800 AMPS OR LESS ON A, COMMERICAL OR INDUSTRIAL SYSTEMS. )l � � jr, � Lu � T _ � � CL I GENERAL N01,. ES 1. THE SCOPE OF WORK SHALL CONSIST OF INSTALLING ELECTRICAL SYSTEM AS SHOWN IN THE DRAWINGS. 2. THE CONTRACTOR SHALL THROUGHLY REVIEW THE PROJECT TO ENSURE THAT ALL OF THE WORK AS SHOWN ON THE ELECTRICAL PLANS SHALL MEET OR EXCEED THE BELOW CODES REQUIREMENTS. ANY ALLEGED DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION PRIOR TO BID. 3. THE CONTRACTOR SHALL THROUGHLY REVIEW THE ARCHITECTURAL, MECHANICAL AND STRUCTURAL PLANS TO ASSURE THAT ELECTRICAL SERVICE FOR ALL ITEMS AND/ OR EQUIPMENT REQUIRING ELECTRICAL SERVICE IS INCLUDED IN THE BID. ANY ITEM AND/ OR EQUIPMENT NOT PROVIDED WITH ELECTRICAL SERVICE SHALL BE BROUGHT TO THE EGINEERS ATTENTION PRIOR TO BID. 4. THE CONTRACTOR SHALL PROVIDE ALL MATERIAL AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS. ITEMS NOT SHOWN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 5. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2008 NATIONAL ELECTRIC CODE (NFPA 70), FLORIDA BUILDING CODE 2010, OSHA, LOCAL CODES, CITY CODES, ADA AND ALL ST. LUCIE COUNTY CODES, 2002 NFPA 72 AND 2009 NFPA 101. 6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS AND APPROVALS. 7. THE CONTRACTOR SHALL COORDINATE HIS WOR K WITH THE ENGINEER AND OWNER. 8. THE CONTRACTOR SHALL, BEFORE SUBMITTING HIS BID, VISIT THE SITE OF THE PROJECT AND BECOME FAMILIAR WITH THE EXISITING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXISTING CONDITIONS OR FAILURE OF THE CONTRACTOR TO OBSERVE THEM. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL LOCAL UTILITIES, INCLUDING THE POWER, TELEPHONE AND CABLE TV COMPANIES, AND TO MEET ALL OF THEIR INSTALLATION REQUIREMENTS. ALL LABOR, EQUIPMENT OR MATERIALS NECESSARY TO MEET THESE REQUIREMENTS IS TO BE INCLUDED IN THE PROPOSAL. THE CONTRACTOR SHALL OBTAIN, DELIVER AND INSTALL ALL CONDUITS, PULL -BOXES AND EQUIPMENT AS REQUIRED BY THE UTILITIES TO THEIR SPECIFICATIONS. IF ANY OR ALL OF THE UTILITIES (ELECTRICAL, TELEPHONE, CATV) OR LOW - VOLTAGE SYSTEMS (SOUND -INTERCOM, BELLS, CLOCK, SECURITY, EMS, FA, TV, ETC) ARE EXISTING, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH THE EXISTING SYSTEMS. THE CONTRACTOR SHALL FIELD INSPECT ALL EXISTING EQUIPMENT AND SHALL TRACE DOWN ALL CIRCUITS AND WIRING AND SHALL VERIFY THAT CAPACITY IS AVAILABLE FOR THE SCOPE OF THE PROJECT. 10. GROUNDING SHALL BE INSTALLED IN ACCORDANCE WITH NEC. ARTICLE 250. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED. 11. AN EQUIPMENT GROUND WIRE SIZED PER THE NEC SHALL BE PULLED IN ALL ELECTRICAL CONDUITS, POWER AND CONTROL, WHETHER OR NOT INDICATED ON PLANS. 12. ALL EQUIPMENT SHALL BE NEW AND UNUSED AND U.L. LISTED. 13. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING EQUIPMENT: PANELBOARDS, LIGHTING ASSEMBLIES, CONTACTORS, SPLICE KITS, PULL BOXES, DISCONNECT SWITCHES, CONDUIT, WIRES, CIRCUIT BREAKERS, EQUIPMENT ENCLOSURES AND MANHOLES, AS APPLICABLE. 14. THE CONTRACTOR IS RESPONSIBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ENGINEER AND OWNER. 15. ALL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR SHALL PE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 16. COORDINATE ALL ELECTRICAL EQUIPMENT LOCATIONS AND VERIFY ALL OBSTRUCTIONS WITH ALL SUBCONTRACTORS AND EQUIPMENT SUPPLIERS PRIOR TO ANY INSTALLATION. 17. THE DRAWINGS ARE NOT INTENDED TO SHOW THE EXACT LOCATION OF CONDUIT RUNS. THESE ARE TO BE COORDINATED WITH THE OTHER TRADES SO THAT CONFLICTS ARE AVOIDED PRIOR TO INSTALLATION. 18. ALL CONDUCTORS SHALL BE 60OV, COPPER, THWN/THHN BELOW FINISHED GRADE AND WET LOCATIONS. THWN/THHN SHALL BE INSTALLED ABOVE FINISHED GRADE EXCEPT WHERE REQUIRED BY THE CONTRACT DRAWINGS OR APPLICABLE CODES. NO.12 MINIMUM GAUGE. 19. TEMPERATURE RATING OF ALL CONDUCTOR TERMINALS SHALL BE 75 DEGREES CELSIUS FOR SWITCHBOARDS, PANELBOARDS AND EQUIPMENT CONTAINING BREAKERS. SWITCHES AND CONDUCTOR TERMINATIONS SHALL BE LISTED FOR 75 DEGREE TERMINATION. 20. SCHEDULE 40 PVC SHALL BE USED UNDERGROUND. ALL ABOVE GRADE CONDUITS SHALL BE EMT UNLESS OTHERWIS E NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AHJ. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AHJ, UNLE,6S OTHERWISE NOTICED. METALLIC AND LIQUIDTIGHT FLEXIBLE CONDUITS AS REQUIRI=D BY NEC. MAXIMUM CONDUIT FILL SHALL BE 40%. 21. COLORED TAPE SHALL BE PLACED ON TOP (12") OF AND ALONG THE ENTIRE LENGTH OF ALL UNDERGROUND CONDUITS ACCORDING TO THE FOLLOWING SCHEDUI-E: POWER: RED ALL OTHER CONDUIT: GREEN 22. FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18" AND 3' IN LENGTH. 23. TYPEWRITTEN PANEL SCHEDULE SHALL BE INSTALLED IN EACH PANELBOARD AND TERMINAL BLOCK SCHEDULES IN EACH CONTROL CABINET, 24. ALL REFERENCES TO A PARTICULAR MANUFACTURER ARE GIVEN ON AN "APPROVED EQUAL" BASIS. 25, ALL SPARE CONDUITS SHALL BE CAPPED WITH A PVC CAP. 26. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL -BOXES, LIGHTING POLES, CONTROLLERS AND SERVICE POINTS. IDENTIFICATION SHALL MATCH PANELBOARD SCHEDULES. 27. EXPOSED RUNS OF CONDUITS SHALL BE INSTALLED WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURAL MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILINGS, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULL -BOXES AS INDICATED ON THE DRAWINGS. BENDS AND OFFSETS SHALL BE AVOIDED WHERE POSSIBLE. 28. ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE INSTALLED WITH U.L. APPROVED DEVICES TO MAINTAIN THE FIRE RATING OF THE WALL OR FLOOR PENETRATED. 29. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 30. MAIN DISTRIBUTION PANELS AND PANELBOARDS CURRENT CARRYING BARS AND GROUNDING BARS SHALL BE COPPER. TYPE OF BREAKERS AND A.I.C. RATINGS SHALL BE AS INDICATED IN PANELBOARD SCHEDULES. ALL FLUSH MOUNTED PANELBOARDS SHALL BE 3-3/4" EMPTY CONDUITS INSTALLED TO ABOVE ACCESSIBLE CEILING FOR FUTURE USE. PROVIDE TYPEWRITTEN DIRECTORY CARDS WITH BRANCH CIRCUIT IDENTIFICATION FOR BRANCH CIRCUIT PANELBOARDS. PANELBOARDS, FEEDER DEVICES, DISTRIBUTION EQUIPMENT AND STARTERS SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS IN ACCORDANCE WITH NEC 110.16. L 31. ALL DISTRIBUTION EQUIPMENT SHALL HAVE AIC RATINGS TO WITHSTAND THE FAULT CURRENT SUPPLIED TO THE PROJECT. COMPLY WITH NEC 110.9, 110.10 AND 110.22 FOR SERIES -RATED EQUIPMENT. IF SERVICE ENTRANCE EQUIPMENT IS EXISTING, THE CONTRACTOR SHALL COORDINATE WITH THE POWER UTILITY TO VERIFY THAT AIC RATINGS OF EXISTING EQUIPMENT ARE PROPER. MINIMUM SHORT CIRCUIT CAPACITY SHALL BE OF 10000 AMPS SYMMETRICAL FOR 208Y/120V AND 14000 AMPS SYMMETRICAL FOR 480V277V APPLICATIONS UNLESS NOTED OTHERWISE. 32. NOT USED. 33. NOT USED. 34. IT IS NOT THE INTENT OF THESE PLANS TO SHOW MINOR DETAIL AT CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE IN PROPER WORKING ORDER. 35. LOAD DATA IS BASED ON INFORMATION GIVEN TO ENGINEERS AT THE TIME OF DESIGN. THE CONTRACTOR SHALL REVIEW NAMEPLATE. INFORMATION AND MANUFACTURER SUPPLIED LITERATURE FOR ALL PIECES OF EQUIPMENT PRIOR TO ROUGH ELECTRICAL WIRING IN CLOSE COORDINATION WITH THE MECHANICAL CONTRACTOR. THE CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE AND AMPERES RATING PRIOR TO INSTALLATION. CIRCUITS SHOWN ON PLANS ARE USED TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTING TO SUIT THE JOB CONDITIONS. 36. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUITS, POWER/ CONTROL, COMMUNICATION WIRES, DISCONNECT, SWITCHES AND OVERCURRENT PROTECTION DEVICES FOR ALL MECHANICAL EQUIPMENT. ALL CONDUIT, WIRES, SWITCHES AND JUNCTION BOXES SHALL BE STANDARD IN ACCORDANCE WITH THE NEC. ALL FUSES AND BREAKERS SHALL BE SIZED AS REQUIRED BY EQUIPMENT MANUFACTURER, IF EQUIPMENT IS DIFFERENT FROM THAT SPECIFIED, CONTRACTOR SHALL MAKE THESE CHANGES AT NO ADDITIONAL COST TO THE OWNER. 37. VOLTAGE DROP FOR ALL CONDUCTORS SHALL NOT EXCEED 3%. WHERE V DROP EXCEEDS 3% CONTRACTOR SHALL INCREASE SIZE OF CONDUCTORS AS REQUIRED. 38. ALL HOMERUNS OF 100' FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #10. 39. ALL HOMERUNS OF 200' FEET OR OVER FOR LIGHTING AND RECEPTACLE CIRCUITS SHALL BE A MINIMUM OF #8. 40. ELECTRICAL CONTRACTOR TO FIELD VERIFY CEILING TYPES AND PROVIDE ALL REQUIRED HARDWARE TO SECURELY MOUNT THE LIGHTING FIXTURES AS REQUIRED BY THE LOCAL CODES AND MANUFACTURER'S SPECIFICATIONS. 41. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 42. PROVIDE RECEPTACLES THAT MATCH THE EQUIPMENT PLUGS. ALL RECEPTACLES SHALL BE GROUNDED TERMINATED. TYPE NEMA 5-20R RECEPTACLES SHALL BE USED EXCEPT WHERE SPECIAL RECEPTACLES ARE SHOWN. 43. DECORA TYPE SWITCHES SHALL BE SILENT, SPEC. GRADE, RATED 20A. 44. FUSE MAIN DISCONNECTS ARE TO BE HEAVY DUTY FUSED SWITCHES WITH CURRENT LIMITING FUSES AND SERVICE RATED AS REQUIRED BY CODE. 45. ALL CIRCUIT BREAKERS SHALL BE RATED FOR SWITCHING DUTY WHEN USED FOR SWITCHING. 46. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE SIZED PER MANUFACTURER SPECIFICATIONS. ALL CIRCUIT BREAKERS, TWO AND THREE POLES TO BE COMMON TRIP. NO TIE HANDLES OR TANDEMS WILL BE ACCEPTED. 47. PROVIDE 125V DUPLEX GFI/WP "IN USE" COVER OUTLET ADJACENT TO EACH GROUP OF CONDENSING UNITS, AHU UNITS OR RTU UNITS. 48. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, COLOR AND DESIGN OF DEVICES AND PLATES AS DIRECTED BY OWNER OR ENGINEER. 49. WHERE SWITCHES AND RECEPTACLES ARE LOCATED SIDE -BY -SIDE, THEY SHALL BE INSTALLED IN MULTI -GANG BOXES WITH MULTI -GANG COVER PLATES, CUSTOM MADE IF NECESSARY. 50. OUTLET LOCATIONS SHOWN ON DRAWINGS ARE DIAGRAMMATICAL ONLY. EXACT LOCATIONS SHALL BE AS DIRECTED BY ENGINEER AND/OR OWNER TO BEST SUIT FINAL CONSTRUCTION CONDITIONS. 51. A 200# NYLON PULL LINE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 52. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO (2) FEET BELOW FINISHED GRADE FOR CIRCUITS RATED 600V OR LESS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF WALLS, A MINIMUM SEPARATION OF 24 INCHES SHALL BE MAINTAINED. NO -THROUGH BOXES ARE PERMITTED. 53. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH OVERLOAD RELAYS IN EACH HOT LEG. 54. COORDINATE NEMA CONFIGURATION FOR SPECIAL PURPOSE RECEPTACLES W/ EQUIP. SUPPLIER. 55. UNDER NO CIRCUMSTANCES SHALL FEEDERS OR SERVICES BE SPLICED. ELECTRICAL CONTRACTOR TO MAKE SURE THAT THE SPECIFIED FEEDER SIZE WILL FIT IN THE CONDUIT PRIOR TO INSTALLING THE CONDUIT. REPORT ANY DISCREPANCY TO ENGINEER. 56. CONDUCTOR PULLING TENSION SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR TO INSTALL EXTRA PULL BOXES AS REQUIRED TO MEET MANUFACTURER REQUIREMENTS. 57. VERIFY THE ELECTRICAL REQUIREMENTS FOR ALL PACKAGE SYSTEMS SUCH AS HVAC, EXHAUST FANS, PAINT BOOTH, PUMPS, COPY MACHINES, REFRIGERATOR, ETC. AND MODIFY THE SIZES INDICATED ON THE DRAWINGS TO MATCH THE EQUIPMENT MANUFACTURER RECOMMENDATIONS. ALL MOTOR STARTERS SHALL BE PROVIDED AND INSTALLED. PROVIDE DISCONNECT AND STARTER AT ALL LOCATIONS. SIZE MOTOR STARTER AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. FRACTIONAL HORSE POWER MOTORS SHALL BE EQUIPPED W/ TOGGLE -TYPE DISCONNECT W/ THERMAL OVERLOAD. 58. ELECTRICAL CONTRACTOR SHALL SUBMIT A LAY -OUT OF THE ELECTRICAL ROOM SHOWING SIZES OF ALL EQUIPMENT AND COMPLIANCE WITH NEC CLEARANCES AND ACCESSIBILITIES. 59. EMERGENCY LIGHTING AS INDICATED ON THE DRAWINGS SHALL PROVIDE A MINIMUM OF ONE FOOT-CANDLE ALONG THE PATH OF EGRESS, LIGHTING FIXTURE SUPPLIER SHALL PROVIDE FOOT-CANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 60. LIGHTING FIXTURE SUPPORTS SHALL BE IN ACCORDANCE WITH ARTICLE 410.30 AND 410.36 OF THE NATIONAL ELECTRICAL CODE, AND COMPLY WITH ANY LOCAL CODES WHICH MAY BE STRICTER OR APPLY. COMPLY WITH 110.3(B). 61. THE FINAL LOCATIONS OF ALL EQUIPMENT, OUTLETS, ETC. SHALL BE SUBJECT TO REASONABLE CHANGES IN LOCATION UP TO THE TIME OF ROUGHIN-IN AT NO ADDITIONAL COST TO THE OWNER. 62. MULTIWIRE BRANCH CIRCUITS TO COMPLY WITH NEC ART. 210.4(A)(B)(C)(D). 63. PROVIDE MINIMUM WORKING CLEARANCE OF 3 FEET BETWEEN A/C CONDENSING UNITS AND THEIR RESPECTIVE DISCONNECT SWITCHES OR PANEL, ALSO PROVIDE 3 FEET CLEARANCE IN FRONT OF SWITCHES AND PANELS TO COMPLY WITH NEC 110.26 FOR 208 V SYSTEMS, PROVIDE BIGGER CLEARANCES AS REQUIRED FOR 480 V SYSTEMS. 64. A DISCONNECTING MEANS AND A 120 VOLT RECEPTACLE SHALL BE INSTALLED WITHIN SIGHT AND EASY REACH (25') OF ELECTRICALLY OPERATED MECHANICAL COMPONENTS THE DISCONNECTS MEANS SHALL IN NO CASE BE INSTALLED FARTHER THAN SIX FEET (6') FROM THE SERVICE SIDE OF THE EQUIPMENT. A 120 V RECEPTACLE AND A SWITCHED LIGHTING OUTLET WITH LAMP SHALL BE INSTALLED , WITHIN 3 FEET 3SAE LEVEL OF TH E HE SERVICING SIDE OF HEATING AND AIR COND. EQUIPMENT IN ATTICS, CRAWL SPACES AND ISOLATED EQUIPMENT ROOMS THAT ARE NOT READILY ACCESSIBLE, WHERE MECHANICAL EQUIPMENT MAY NEED SERVICING. EXISTING PANELBOARD SCHEDULE 'A' (LOCATED IN EXIST. BLDG. 02) BUS VA LOAD C W POLES AMPS BUS A C AMPS POLES W C LOAD BUS VA A C kA C 1440 GALLERY #1 LIGHTING 0 1/2'' 12. T 1T 20 1 5 7 9 1 1 13 15 17 19 21 23 25 27 29 33 35 37 39 41 2 4 6 8 1O 12 14 16 18 20 22 24 26 28 30 34 36 38 40 42 60 2 8 3f4" -_._-_...._... CU-1 5-TON 3680 _ 960 SPARE -_ ..___.1..__._. 20-3 L �__ _ __.� ____._..__ _ 3680 550 SPARE 1 20 60 2 6 1" AHU-1 5-TON 5000 _._._ 1200 EXTERIOR LIGHTING � 1/2°' 12 2 20 _L _L_LA 5000 - - -- 12Oa _L _L 60 2 8 3/4" CU-2 5-TON 3680 960 RESTROOM CORRIDOR LIGHTS 1/2" 12 1 20 _L _L __L Z� -_ 3680 900 _____ 960 ._..___ 960 _ LOUNGE, JAN., OFFICE LIGHTS _._._-._ GALLERY #2 LIGHTING 0 SPARE 1/2" 1/2" 12 12 ..__......_....__20 1 1 20 20 60 _.._ __.. 45 2 2 6 _._. 10 1" 3/4" AHU-2 5-TON -� Zs CU-3 4-TON 5000 2650 5000 - 500 SPARE 1 20 _L J- _.... _L A 12650 500 SPARE. 1 20 60 2 6 1" AHU-3 4-..TON 5000 500 SPARE 1 20 15000 - . FUTURE 45 2 10 3/4" CU-4 4-TON 2650 j- 2650 60 2 6 1" AHU-4 4-TON 5000 2250 WH W 3/4" 10 2 30 45 2 10 3/4" .V.... CU-5- 4-TON 2650 2250 -L ._L L _L L _- A 2650 10210 PANEL "B" 2" 1 /0 2 150 50 2 8 1" AHU--5 4-TON 3500 -. -�---- 10220 � � _(_ _i _ _L � L1 , 3500 FUTURE FUTURE_._._.. RATED VOLTAGE: 0 120/240 ❑ 1 PHASE, 3 WIRES BRANCH POLES C:J 12 ❑ 2O ❑3d 42 RATED AMPS: 0100 0150 ❑ 225 0 4�0_0_._ „ CABINET: SURFACE ❑ FL..USH FULL NEUTRAL BUSE GROUND BUS 0 FIINGED DOOR in KEYED DOOR LATCH ❑ FUSED 0 CIRCUIT BREAKER (BOLT -IN) BRANCH DEVICES FEED IS TO BE E BOTTOM ❑-1-OP MAIN LUGS ONLY ❑ THRU FEED LUGS�MAINAMP ❑ BREAKER ❑ FUSED SWITCH ❑ TO BE GF! BREAKERS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10 ,000 AMPS SYMMETRICAL SIZE: 500 KCMIL APPROVED MF'RS. WESTINGHOUSE, ITE, SQUARED, GE ONLY MAIN LUGS 1 SETS 0 THRU TIME CLOCK AND CONTACTOR. PROVIDE 12 I -IRS. OVERRIDE TIMER. El CONTROLLED THRU PHOTOCELL AND CONTACTOR. THRU OCCUPANCY SENSOR A NON CONCURRENT LOADS ELECTRICAL_ CONTRACTOR TO VERIFY AVAILABLE AIC CURRENT WITH FPL REPRESENTATIVE, ELECTRICAL INSTALLATION TO COMPLY WITH NEC ART. 110.9 AND 110.10. OA = 41510 VA TOTAL VA= 82560 VA OC = 41050 VA TOTAL A= 344 AMPS EXISTING PANELBOARD SCHEDULE'Er (LOCATED IN EXIST. BLD 2) BUS Vfi� A-_.._ LOAD .. _.-__._.._...._.. �__ _._ _._._ C W POLES AMPS BUS A C AMPS POLES W C LOAD BUS . VA ' - A C 1030 GENERA(._ RECEPTACLE GALLERY #1 WALL 1/2" 12 1 20 1 3 5 7 9 Ill 13 15 17 19 21 23 25 > 29 31 33 35 _. 2 4 6 8 10 12 14 16 -18 20 22 24 26 28 30 32 -34 36 42 20 1 1 12 1/2" GENERAL RECEP ACLE GALLERY #2 WALL 900 900 GENERAL RECEPTACLE GALLERY #1 WALL 1/2" 12 1 20 - - 20 1 12 1/2" GENERAL RECEPTACLE GALLERY #2 WALL 720 540 GENERAL RECEPTACLE GALLERY #1 FLOOR 1/2" 12 1 20 20 1 12 1/2" GENERAL RECEPTACLE GALLERY #2 FLOOR 540 m75C1 540 GENERAL RECEPTACLE GALLERY #1 FLOOR J.B. POWER f LIGHT GALLERY #1 CELL. 1/2" 1/2°' 12 12 1 - i 20 20 20 1 12 1/2" J.B. POWER_ f UGHT GALLERY #2 CEILmmT � 750T 20 1 12 1 j2" PROJECTOR 200 m�qm 750 J.B. POWER f LIGHT GALLERY #1 CEIL. 1/2" 12 1 20 20 1 12 1/2" EXTERIOR RECEPTACLE 720 900 RESTROOM RECEPTACLES 1/2" 12 1 20 20 1 12 1/2" VENDING MACHINE 1000 900 LOUNGE 1/2" 12 1 20 20 1 12 1/2" VENDING MACHINE. 1000 - -- 900 DIRECTOR'S OFFICE RECEPTACLES 1/2" 12 1 20 20 1 12 1/2" REFRIGERATOR 750 1440 OPEN OFFICE RECEPTACLES 1/2" 12 1 20 20 1 12 1/2" MICROWAVE 750 500 3()0 EWC TELEPHONE EQUIPMENT 1/2" 1/2_ 12 1 1 20 20 20 1 12 1/2" DISPOSAL DISHWASHER -_ _- - --- - SIGN_ _ SPARE I UTURE 750 _._....__ 1200 _. _._.50 T 20 1 12 1/2 200 _ FIRE ALARM 1/2" ...12 12 1 -20 20 __._1 _ 1_ 1/2 2O0 LIGHTING CONTROL._ 1/2" 12 1 20 20 7 T 500 320 EAST ENTRY RECEPTACLE 1/2" 12 1 20 20 1 2880 EAST ENTRY AHU/CU 1/2" 12 2 15 2880 _ l _. _.._ ........ _.._._._.._._... _....... ____._.__ FUTURE _ _._ -_ RATED VC;)LTAGE: 0 120/240 ❑ 1 PHASE, 3 WIRES BRANCH POLES El 12 ❑ 20 030 42. RATED AMPS: Ell 00 150 El 225 ❑ _ CABINET: ■ SURFACE ❑ FLUSH FULL NEUTRAL. BUS IGROUND BUS M HINGED DOOR ■ KEYED DOOR LATCH ❑ FUSED M CIRCUIT BREAKER (PLUG-IN) BRANCH DEVICES FEED IS TO BE M BOTTOM ❑TOP MAIN I...UGS ONLY ❑ THRU FETED LUGS MAIN ___ AMP ❑ BREAKER ❑ FUSED SWITCH ❑ TO BE GFI BREAKERS ALL BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 10 ,000 AMPS SYMMETRICAL APPROVED MF'RS, WESTINGHOUSE, ITE, SQUARE D, GE ONLY MAIN LUGS1 SET` OA = 13360 VA TOTAL VA= 26460 VA OC = 13100 VA TOTAL A= 110 AMPS 1 0 MAIN 1 # , 400 AMPS, 3 POLES, WITH 400 AMP FUSES, HEAVY DUTY, SERVICE RATED CURRENT LIMITING FUSES, NEMA 3R ENCLOSURE. 200000 INTERRUPTING RATING -MINIMUM. PROVIDE CURRENT LIMITING FUSES PROTECTING THE FEEDER TO PANEL 'A' U.L. LISTED AND TESTED "SERIES RATED" SYSTEM TO PROTECT 10000 AIC BREAKERS. I I I I EXTERIOR WALL - JANITOR'S ROOM I I I I 3#1/0 1#6(G) 2-500 KCMIL 1-350 KCMIL(N) IN 2"C. IN 3"C. FPL METER O 2400 400 PANEL PANEL 'A' 'B' 0 2-500 KCMIL 1-350 KCMIL(N) 2-500 KCMIL 1-350 KCMIL(N) FINISHED GRADE ---\ F IN 3"C. Tl#3(G) IN 3"C. TO FPL SERVICE ;1 I L TO COLD WATER PIPE TO CONCRETE ENCASED �- J ELECTRODE PER NEC 250.52 (A)(3) EXISTING ELECTRICAL RISER DIAGRAM LOAD CALCULATIONS BASED ON 240/12OV, 1 PHASE, 3W _EXISTING NON -CONTINUOUS LOADS TYPICAL (VA GENERAL RECEPTACLES 65 @ 180 VA 11700 VA 1ST 10000 VA ® 100% 10000 VA REST @ 50% 850 VA MISC. EQUIPMENT ® 100% 5500 VA ---------------------------------- SUB-TOTAL VA: 16350 VA EXISTING CONTINUOUS LOADS TYPICAL (VA) GENERAL LIGHTING 8500 S.F. X 2 VA/S.F. 17000 VA SIGN CIRCUIT 1200 VA SUB -TOTAL VA: 18200 VA A/C EQUIPMENT ® 100% 47000 VA (CONTINUOUS LOADS) - 18200 X 125% 22750 VA (NON -CONTINUOUS LOADS) 16350 VA A/C EQUIPMENT47000 VA ------------------- TOTAL VA 86100 VA TOTAL AMPS 359 AMPS NEW LOADS_ TYPICAL (VA WATER EFFECT LIGHTING 320 VA 3 LED RECESSED LIGHT FIXTURES 140 VA GENERAL RECEPTACLE 180 VA A/C EQUIPMENT 2880 VA SUB -TOTAL VA: 3520 VA TOTAL NEW + EXISTING LOADS TOTAL VA 89620 VA TOTAL AMPS 373 AMPS THIS ELECTRICAL PLAN IS INTENDED TO INDICATE THE REQUIREMENTS TO MEET CODE. THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY A ELECTRICAL CONTRACTOR LICENSED IN ACCORDANCE WITH CH. 489 OF FLORIDA STATUTES & THE LOCAL AUTHORITY HAVING JURISDICTION. THIS DESIGN IS ALLOWED BY CH. 471 FOR ELECTRICAL SERVICES WITH A SERVICE CAPACITY OF 800 AMPS OR LESS ON A COMMERICAL OR INDUSTRIAL SYSTEMS. I 1, 1 E: P' U IN ; R::"ra ALL PR0P006ED WORK ARE SUBJECT TO ANY COPAECTIONS RE GUIRM BY PIED NSPEC70RO THAT .R r. �/ BE �yE�+ INP4 T iI FW)11 cr r r t_ t C l^IMF �@ C CODES. J-' F' __ ! W z IL 2 0 0 Z W I Q 0 I Z _0 I a W >I i 0 3 0 Q I Z Q 0 LL H W 0 I 0 0 Q d 0 0 J LL J N W_ Z d 0 0 co I Q LL 0 n_ o W H 0 Q 0 I D. 0 0 N >Z Q I IIo VJ I REVISIONS BY 0) Z cn 0 o- cD O W � "T z PM �M W 0 Z o UJ m L � J Z z ®w C)Y Jg 0 • 0 0 0 � o0 � rn m � U Z 00Z W C° U 0 0) 0 lot Q 0 LL a qt W Q M U W�-- Z Q Q C/) 0 Z w _O Z � LL 0 ccW t,w >m CJ LL. 0 > Q LLI z W 0 CL Z 0 CL O i- cc MO cc LL 0 00 r- L0 co - 0,- ww U < O_ � 0 o XL DATE 10-16-14 SCALE AS SHOWN DRAWN JAO JOB 14-000030 SHEET E803 OF 3 SHEETS