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HomeMy WebLinkAbout2004 - (#34) As-Built DrawingsCONSTRUCTION DOCUMENTS FOR: cu I U AL PARK ar.jBASTIAN M NICIP 1225 MAIN ST. SEBASTIAN,FLORIDA fRENDEIRING VIEW OF THE 5E5A5T1AN MIL NICIFA f=>AfR< A E3fRE VI A T I ON & NOTE: NOT ,ALL ,4158i EVIA'TIONS ARE USED IN THIS SET AfRC�41iECiUfRAL5�'1°150L LEGEND A$V ABOVE GFI GROUND FAULT INTERRUPT PISS ROOF SCUPPER ROOM NAME"-' ROOM NAME �n�� WINDOW NO. ADA AMERICAN DISABILITIES ACT GL• GLASS RIM- RAIN W47ER LEADER t 00 ACT ACTUAL NDWD• NAROW= S SOUTH ROOM NUMBER I5d-2 ANT ABOVE FINISHED FLOOR war NE/GNT SC. SOLID CORE 3 DOOR NO. AHU AIR HANDLER UNIT HPS NOOPS S.D. SOAP DISPENSER ROOM NO. ARCH. AIR PAN LER L NR NOUR S.OD SLIDING GLASS DOOR A 2 INTERIOR Bx BI FOLD NS HORIZONTAL SLIDING SF SQUARE F007 %--ELEVATION NO. BLK BLOCK INS INSULATION SH SINGLE HUNG , SHEET NO. BLK BELOW INT INTERIOR SHT SHEET fX W 13ELOl u OF TRUSS LG LONG SH7NG SHEATHING 0'-ID" ELEVATION MARK CL, CENTER LINE LIN LINEN SIN. SIMULATED CLG. CEILING LT: LIGHT SK SINK NO. REVISIONS TO DRAWING CLOS. CLOSET M.C. MEDICINE CABINET SS STAINLESS STEEL CMU CONCRETE MASONRY UNITS M.R.H. MEAN ROOF HE/GNT S7. 67IRRUP5 1 INDICATING EXTENT OF CHANGES I DETAIL COL. COLUMN M.7: METAL THRESHOLD STL, STEEL IN5I1:>E OP CLOUDED AREA 14 SHEET NO. CONGC, CONCRETE MAX. MAXIMUM STOP, STORAGE C6M7: CASEMENT MFNZ MANUFACTURER 5W SWITCH DBL. DOUBLE MICRO, MICROWAVE TGL TEMPERED GLASS DIA. DIAMETER MIN MINIMUM 7.0, THROUGN OUT DECO. DECORATIVE M.O. MASONRY OPENING TO.C. TOP OF COLUMN KEY NOTE DP DESIGN PRESSURE MONO. MONOLMNIC 70.B4 TOP OF BOND SEAM OR DOOR MR MIRROR 7:O.G 7: TOP OF GIRDER TRUSS L —J DW DISH WASNER ul.C. NOT IN CONTRACT T.O.FL, TOP OF PLATE 0u* DRAWING M'T METAL TNRESNOLD 70.6. TOP OF SLAB i COLUMN TAG E. EAST N NORTH 7:0.T.P TOP OF TIE BEAM EE EACH END O.BD OVERALL BUILDING DIMENSION TYR TYPICAL SECTION NO. 1 ELEC. ELECTRICAL OV.P. OVERFLOW DRAIN PIPE U.N.O. UNLESS NOTED OTHER VISE ELEY ELEVATION OR OVERHANG UL UNOERWRITER5 LABORATORIES SHEET NO. rj E.J. EXPANSION JOINT 0/C ON CENTER W WEST EOUIP EQUIPMENT P.N. ,CAPER HOLDER IV A WEDGE ANCHORS EXT, EXTERIOR P.L. PRC�nERTY LINE W/ W174 ninninno EX167 EXISTING RLA POLN15Z,PER LINEAR P007 ac WATER CLOSET C.M.U. WALL P.C.L. FIN/SHED CEILING LEVEL RSF POUN05 PER 601JARE FOOT WD. WOOD 3 PARTITION TYPE FR FIRE fi'47Ep P.S.I. POUNDS PER SG7UAi� INCH WA WATER HEATERREMERMOM FIN FIN16NEO P.T. PRESSURE TREATED W.W.M, URLDED WIRE NM9ESN INTERIOR PARTITION F.F.L. MNISI.IED FLOOR LEVEL PARTN PARTITION W/O W17N OUT Pt. FLOOR PK7: POCKET FRZ: FREEZER PLYW. PLYIUOOD cl.7: GIRDER MV66 REP REFRIGERATOR GA. GAUGE RV. ROOF DRAIN GALV. GAL VANIZED CIVIL C-1 LOCATION MAP C-2 PAVING 4 DRAINAGE PLAN C-3 WATER 4 WASTEWATER PLAN C-4 DRAINAGE DETAILS C-5 SIGNING 4 STRIPING DETAILS 04 TYPICSL SECTIONS C-1 WATER 4 WASTEWATERDETAIL5 LANIDSCAFE LP-.01 PARTIAL LANDSCAPE PLAN LP-.02 PARTIAL LANDSCAPE PLAN LP-,03 PARTIAL LANDSCAPE PLAN LP-.04 LANDSCAPE NOTES P-.01 PARTIAL PARDSCAPE PLAN P-D2 PARTIAL PARDSCAPE PLAN P-m PARTIAL PARDSCAPE PLAN N IR01 IRRIGATION PARTIAL PLAN IR.02 IRRIGATION PARTIAL PLAN IR.03 IRRIGATION PARTIAL PLAN R.04 IRRIGATION PARTIAL PLAN I MP-1 MASTER SITE PLAN - REVISED A zt A-2 TENNIS/CONCESSIONS BUILDING FLOOR PLAN 4 ROOF PLAN A-3 TENN15/CONCE65IONS BUILDING ELEVATIONS A-4 RESTROOMS BUILDING FLOOR PLAN 4 ROOF PLAN A-5 RESTROOMS BUILDING ELEVATIONS A-6 SCOREBOX/STORAGE ROOM A-1 LARGE PAVILION A-8 LARGE PAVILION A-g MEDIUM PAVILION A-10 SMALL PAVILION A-11 TENN15 FACILITIES A-12 TENNIS DETAILS, FOUNTAIN PLAN A-13 BASEBALL, SOFTBALL, TOT LOT, BOCCE, SAND VOLLEYBALL, SNUFFLE BOARD 4 HORSESHOE A-14 DOORS, WINDOWS SCHEDULES 4 DETAILS 5-1 RE5TROOM ROOF FRAMING 4 FOUNDATION PLANS 6-2 LARGE PAVILION FRAMING AND FOUNDATION PLANS 6-3 MEDIUM PAVILION FRAMING AND FOUNDATION PLANS 6-4 SCORE BOX DETAILS 5-5 STRUCTURAL DETAILS ME F SITE MEP-1-1 MEP SITE PLAN 4 NOTES MEP-1.2 SITE PLAN -ELECTRICAL MECHANICAL M-I.I MECHANICAL PLANS s NOTES M-2.1 MECHANICAL SCHEDULES LECT ICAL E-0.1 LEGEND 4 ABBREVIATIONS E-02 ELECTRICAL GENERAL NOTES E-1.1 SMALL, MEDIUM AND LARGE PAVILLION ELECTRICAL PLANS E-12 SCORE50X AND MIN! PAVILLION ELECTRICAL PLANS E-3.1 TENNIS / CONCESSIONS ELECTRICAL PLANS E-4.1 RESTROOMS ELECTRICAL PLANS E-5,1 ELECTRICAL DETAILS E-52 ELECTRICAL DETAILS E-6.1 LIGHTING FIXTURE SCHEDULE 4 ELECTRICAL DIAGRAMS E-62 ELECTRICAL PANELS FLUME3f NG P-0.1 PLUMB 1NG PLAN - TENN15 / CONCESSIONS P-12 RESTROOMS PLUMBING PLANS P-2.1 PLUMBING RISER DAIGRAMS PROJECT TEAM. - CITY OE 5P5,45T1,4N - CLIENT P4UL 1. AGN5R GrEN. SERVICE MANAGER 1225 Main Street., Sebastian 1`L 32S50 Fhone:-1�2-�F9-�33U 1`ax: ii2- 89- 3-10 REG ,4RCHITECT6INC. - ARCHITECTURE, PLANNING 4 INTERIORS- 120 5outh Dixie Hicghwau, Suite 201 West Palm Beach EL 33401 Phone: 1=ax: E-mail: mailerecgarch.com O'DONNELL, N,4CC:AR,4T0, MIGNOGN,4, 4 JACK50N, INC. - STRUCTURAL 321 15th Street Suite 200 West Palm Beach 1=L 33401 Phone: 561-03�>-9994 Pax: 861-83r✓- -82�3 E-mail. awieclersommnet JON E 5CHMIDT ,AND ,4550CIATE5 - LANDSCAPE: 333 Southern Blvd Suite 200 West Palm Beach f=L 33405 Phone: 561-65e-6>o99 Fax: 561-6�966`�l E-mail: jschmicdteflite.net INTERNATIONAL CONSULTING r=NGINEPRS INC.- 1„1PCHANIC,4L ELECTRICAL PLUMBING-. J,4ME S M. K.44L I L P. E Phone: 561-275-9969 Fax: 51ol-2-18-9g25 E-mail: jmkhaliloice-incnet EAST 8,41 CROUP, LLC CIVIL ENGINEERING, ENVIRONMENTAL AND M4N,4GPMPNT SERVICES RIC,HAD V. REIKEN115 PP. 400 Clematis Street, Suite 209 West Palm Beach, EL 33401 Phone: 561-833-2446 Eax: 5ro1-833-2442 �-ma �?: rreikenis�eastb_a�aroulcnet SUFFOLK CONSTRUCTION COMPANY, Inc. 515 North 1=lac�ler Drive.5th Floor West Palm Beach, FL 33401 Phone: 561-832-1616 Fax: 561-832-6-i`1� F--mail: www.suffolk-construction.com AS-BUILT DRAWINGS SEBASTIAN COMMUNITY PARK OCA T I ON MA RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (561)-659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: SEBASTIAN MUNICIPAL COMPLEX PARK 1225 MAIN STREET SEBASTIAN Fl. COVER SHEET REVISIONS NO. 12-15-03 ISSUED FOR PRICING 12-24-03 ADDENDUM 1 L� 5-14-04 ISSUED FOR PERMITTING DATE 10-24-03 SCALE AS SHOWN DRAWN JET/DAC CHECKED REG REG No. 03005 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. XI A-0 zoF15 SET No 12/15/03 Va�E 4 rA 6C1� w o 0 CcnenN a C y: o a n o� �•a wn= N N y � Cnleld e6'l.+P.t'PN beet y� [S] '� rn 'A cn pit; oP+1 i a 'm L g V 1 LLJ iNIVUAO�JdAl i�jni j 1ii(1S SSO(,Ao MpQ F/frAMIN P'MR >-/ . �•---� `�, 4� OBI � �i �B ►•AA� ��` �� •�' .ice e0 e 4• N A: M a " h 0 w 7 h N 0 b cn•� ��u� :36 Q-a 2NP mip�23 o -V -V ==g lea� 2Y y < N 82 �= �3 z Z~� #= r g rg �� a <Y a2 Z8 y 4 `• :m� y m M N a�y� a~`! 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E MI :� Ili �� :. �►�c�i���� �! ,00 p a i Ull -JNi IHJ1`dW M O 10 m O t � N N 00 o� �► z o• Q0 - � F �/�� �_l V J N �1 • c+9 => =co co r W 6 S m •r0 S m 175 "O S m q •O 2 m y p =Nm NU hU 12 G NU `S'zyJ NU V �� V1 ¢�2 m2000K Oj~ ¢o¢ �4 �� <� 40 � � .. yy���� Pllci m�� O� � OO' �.. 4N N N Wr q1O] ® p� FJJ•U N i+ c �` oo <N S ,faY` �2¢ p `�N Q� A o C � wK YQa of NZ �bRf �= ZZ �N 22 oN Z2 1� P2 �H iV�O jVb UZ 26 t g� 'Jo-/„ U 0 pV`j Ymm Uj ZV eV N bs sia ' w Z ,�,Q < z < a o N sy0 o Y T 1a�t ¢� z q �i a a +gam ro F oz iyyC 1Q- O �d ¢ CJ ��m< <4 �� Z <� KW C WW O Y O� y� Y� OWU¢ WWO Om �< 2r < !`Y 4C 222GGGUU Wr q .J 4x pZ-Z f0 6r LLLK� W Z<1 �� '« �> 2� Zp pWO4� OJ y0 Fxd, 6O nJ < U0 m) rp QU6 S,a�aa q •M 62 2!g <2 i-i< 4 aV <O r6 $N 56 OQ Z� O� T� >O Q$ Oy a h a ti W iS'� IDN U a N P a K W cry M E� NN O 0 0 0 o oQ(^j.�()) � 0 Iil� g g (((yy(� 75IM `(`L� 9 1 10 1 .t ❑ smJEd pas saais ❑ sl==-v ft2poH pEm s4raiS 117 z9aoopun0lD V Sau!A ❑ fti^ `'•f 1f Atj "r^sa I ' a ea PLS - PROFESSIONAL LAND SURVEYOR E— - GUY WIRE PSM - PROFESSIONAL SURVEYOR* MAPPER `� - WOOD UTILITY POLE LB - LAND SURVEYING BUSINESS ® - TELEPHONE SERVICE C. - CENTERLINE ® - CABLE T.V. BOX R RADIUS ® - ELECTRIC BOX - LENGTH - LIGHT P05T ® - DELTA ANGLE ® ° - WELL - E/P - EDGE OF PAVEMENT HYDRANT 5/C - BACK OF CURB - GATE VALVE B.M. - BENCHMARK - IRRIGATION VALVE POC - POINT OF COMMENCEMENT - WATER METER POB - POINT OF BEGINNING ® - SANITARY MANHOLE 0 - PERMANENT CONTROL POINT (PCP) ® - SANITARY SERVICE 91 - PERMANENT REFERENCE MONUMENT (PRM) - SEPTIC TANK ® - IRON PIPE (IP) fl - DRAINAGE MANHOLE 0 - IRON ROD * CAP (IRC) ® - CURB INLET O - CONCRETE MONUMENT (CM) ® - SURFACE INLET FD - FOUND ® - MITERED END SECTION (M) - MEASURED - CONCEPTUAL DRAINAGE F.F. - FIN15H FLOOR - STREET SIGN eport of eurvst —. * TYPE OF SURVEY: AS -BUILT * THIS SURVEY PERFORMED BY: HOUSTON, 5CHULKE, BITTLE, * STODDARD, INC, 1717 INDIAN RIVER BLVD. SUITE 202C VERO BEACH, FLORIDA 32%0 * PROFESSIONAL SURVEYOR 4 MAPPER IN RESPON51BLE CHARGE: STUART A. HOUSTON, P.L.S. #.4490 * THE EXPECTED USE OF THE LAND, AS CLASSIFIED 1N THE MINIMUM TECHNICAL STANDARDS (61G17-6, FAC) 15 SUBURBAN. THE MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY 15 1 FOOT IN 7,500. THE MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO BE IN EXCESS OF TH15 ACCURACY REQUIREMENT. * ELEVATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED IN FEET AND DECIMAL PARTS THEREOF. * THE LAST DATE OF FIELD WORK WAS: 4/22/05 * STATE PLANE COORDINATES SHOWN HEREON ARE BASED ON VALUES ESTABLISHED ON THE PLANS SUPPLIED IN DIGITAL FORMAT TO THIS FIRM BY THE STAFF OF EAST BAY GROUP, LLC THESE COORDINATES ARE A55UMED TO BE FLORIDA EAST ZONE NAD 83 (NGS ADJUSTMENT OF IggO) * THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY UNDERGROUND IMPROVEMENTS: UTILITIES, FOUNDATIONS, OR ENCROACHMENTS, EXCEPT AS SHOWN. * NO INSTRUMENTS OF RECORD REGARDING EASEMENTS, RIGHT-OF-WAY5, OR OWNERSHIP WERE SUPPLIED TO THIS SURVEYOR, EXCEPT AS SHOWN. * NO TITLE OPINION OR GUARANTEE 15 EXPRESSED OR IMPLIED. * UNLESS A COMPARISON 15 SHOWN, PLAT VALUES AND MEASURED VALUES ARE THE SAME.. * LEGAL DESCRIPTION 15 AS PROVIDED BY THE CLIENT. * UNLESS OTHERIN15E INDICATED, FOUND MONUMENTATION. 15 UNIDENTIFIED. GRAPHIC SCALE 40 8o 160 ( IN FEET ) 1 inch = 40 ft. �AS-BUILT TYPE 'C' INLET TOP EL.=22.gO'(P) 22.q4'(AB) S. INV. EL.=18.30'(P) 18.14'(AB) E. INV. EL.=18.30'(P) 18.28'(AB) 5-5 AS -BUILT TYPE 'C' INLET TOP EL.=22.50'(P) 22.4q'(AB) N. INV. EL.=18.30'(P) 18.13'(AB) S. INV. EL.= IS.Iq'(AB) S-6 A5-BUILT TYPE 'C' INLET TOP EL.=22.gO'(P) 22.g4'(AB) 5. INV. EL.=18.30'(P) 15,16'(AB) NE. INV. EL.=18.30'(P) 18.26'(AB) W. INV. EL.=18.30'(P) 18.26'(AB) 5-' AS -BUILT TYPE 'C' INLET TOP EL.=21.80'(P) 21.g2'(AB) SE. INV. EL.=20.00'(1P) 20.06'(AB) W. INV. EL.=20.00'(P) 20.06'(AB) $-8 AS -BUILT BUBBLE -UP STRUCTURE TOP EL.=1g.50'(P) 1q.52'(AB) S. INV. EL.=16.61'(P) 16.76'(A5) S-q A5-BUILT CONTROL STRUCTURE/ TYPE 'C' INLET TOP EL.=21.30'(P) 21.22'(AB) W. INV. EL.=18.00'(P) 17.010'(AB) or- 1 TYPE: AS -BUILT -ORvEwNG-CERTiFtCA TE No. LB6905 BLVD.-. WN - '• BEACH, FLORIDA++' • I4 ,+*LCHECKED BY' S.A.H. -r V'c T. 1 OF 1 1 NO. I DA TE +ebb �p o 9 ]�I S. 1w. 120. +� U� 2b +R' `f ✓ RETENTION � + g /+ �• AREA q 42— �� �r0A,}�q W. 1W. LV AC TAa +b 1 ...h/RETENTION s��b AREA jll 41, 2 ,b T.na.-- -- ''�N8q'3A7NE p652 +• + + + + iYxo 0 0 0 0 0 0 0 0 0 it I-I-I�I�lelml el +0f + 41 FD IRC LB #6g05 N 1267765.017q E 825g52.3841 yy �2 i`q• 1 . .4X �h2 �q 45, p +2 '37147OW 2 .11' �2ro 2�4q 2a^h +�,1 FD IRC LB #6q0 N 12677E E 82622+ +2, II N Z W ui Lr- i' + .21.051 Of �w. b 5 cma ;�t q h ry 5PIV U� �,qp0 >2 Pb +bq rK Ap w W. I� 12e ADS RETENTION �b AREA q b q -8 yh bq a 2 ' ti 2*q`' q? y.•� i + ` 0a FD 4X4 CONC. hION bb -® j� �� t� ab � P• e.q � � � E 826231.0528 Toe. CIrLL, ANON£ )60 L t8" AA5 T004£R 2 00 �rro aurzi °� Z''� tidy fi' s 2+ cans arr r .` � � �� R MR 5-5 h a 1 (1+00 �+ j a I i "� t -� �I -�-------lL- —�— _.----------i \ \ \\ I l L---- — --1 I a�iuirnar 1 I J - — I 1 Ez umratr I 0+00 ---- 0000 2, ir rAm I II MIT a 0 0 0 00 o®0 00 0 0 �, 0T- I-0 I i i ot it ®°o®0000 REVISIONS PLAT OF SURVEY FOR: DESCRIPTION s THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND' THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER NAMED BELOW. STUART A. HOUSTON, r N:\04r203 SITEWORKS\04-203\a-6\04.-203EXPd-604/25/200508:2337AKPJH I :K m N00*lq'55"W 573.13' 'ILICS A ED n N to zoo IN111N]A0�dVII 3dninj ill?jis sMio ILL) z L\l co F23 wo,-L C3 ul fn co 4�y 1 m 'V 354,24' (0 ad co (n w z A\' W\l MI Ow f - (M/2j ot) 13l2�1s SSQ�lo cc g1t mo (4 c c �oi Iml, r, 8 10 Tu* L3_ IF A Mm* Ri W zj o m co (Iqzw --1-- -7- 0 Aimn xi a35odoud NlVW?9A-VMDAd 49 -41 94"1 ct J, Uu 4) 11 t j ca 1�e Q 6� DO V zw !3 (0 tun) 14P C4 ZW iian,a7i a3sodoyd r � NOOolq '5511H 241 .70 An t ID gi. to -0 v. Co to (n zw 335.72' omwjum t MEN 'V 354,24' (0 ad co (n w z A\' W\l MI Ow f - (M/2j ot) 13l2�1s SSQ�lo cc g1t mo (4 c c �oi Iml, r, 8 10 Tu* L3_ IF A Mm* Ri W zj o m co (Iqzw --1-- -7- 0 Aimn xi a35odoud NlVW?9A-VMDAd 49 -41 94"1 ct J, Uu 4) 11 t j ca 1�e Q 6� DO V zw !3 (0 tun) 14P C4 ZW iian,a7i a3sodoyd r � NOOolq '5511H 241 .70 An t ID gi. to -0 v. Co to (n zw 335.72' omwjum t MEN z < Q 1 co � � o ?I Lij I--, w ry V) z m37 co LU IL LL > LMzza ipD� D N (j) av CL O X U_ LU z F_ Z W LO LU Lu > LL z U4 W > U4 z 0 aN 0) rL c) z Q LLI Z < z CLJ L OL < lu )- Z w Lu > (f) (r) (1) LU (L W u Lu L 1) 4 <s U4 8 CIL Ln z 0 (Y Lu Z) of) LL K z z R_ LL (L z tu U) OL La rL T zw P,) 3: < �z z L lo: r- R w LL u < = z LU = C) (D a> W U, "u, ul �'z33 P 3: z z D :3 :) zo W3- z zj U LO U_ U_ z _av lu Lu IQ (Y_ LU > zv D T T LU M UA lu z LL z Cq M u CA 0 + d + g C4 U_ m, It. >: u mm z z W-1 z < u CL z (N T (L T LL C� < N z Ul m I i z z C, < Ln Z X Q) J a0� CL LU U_ LL uj uj < uj (J) (L Q> =, U) 0 " 11 L-p Lu z > W :L D Z f p U 0 . < LU FL <E N'zu z u LU U) 5 U) 9 1UN LU U_ Ln I- aw F, > LU U4 _j z (L < Lu fr Lu LQ uj P 0 > CL�Q x x z *�Z> ML< z K (n E z > Z< kD ZJ LU Z> tu LU OX u w :3 X 1 0 (L 'p CL a_ < a ZT) > z LU �C5 u Z L UA Fn >::) Ly- zwcn z zzQ w �--r k3 w Z U_ (L z U, —"< to :3 LLI z ly r�W'ow U_ C) LU V (L) z (f) Qz_ nZWE MUZ 44 (L CL W-1 12, w (L CL a. U_ F: FL 73 c Q) T --, j 4 � o a] o* o 12, CL CI-, (a Cd CL 0- Ld Z CL cr Lij r) 06 Q) Li --J Z � co llz� o vi V) m -4- C) Li 5� cn lq- 11 (N Co 2) C) cl� CL m no --3 --3 --i 7 Li Li L-j Li Li CL cl Q1 ,:t CN ENTERPRISE ENGINEERING CONSULTANTS, LTD. 710 FRENCH STREET PESHTIGO, WI 54157 FL Corp. Certificate No. F00000005724 FL PE. NO. 20925 GENERAL NOTES: SHOP DRAWINGS HAVE BEEN FOLLOWING: ARCHITECTURAL SHEETS STRUCTURAL SHEETS —_ SPECIFICATION SHEETS _ BY ARCHITECT PREPARED USING THE A-1, MP-1, A-1 THRU A-14 —_-- DATED 10= 24= 03 S-1—THRU S-5 __ DATED 10_24=03 __ DATED ---___ SOLID TIMBER SCHEDULE NO. MARK SIZE LENGTH REMARKS NOTE D ETA) ON SH. N 2 B-1 AR 8" x 12" 16'-0" 5A 2 B-1 AL 8" x 12" 16'-0" 5A 2 B-2AR 8" x 12" 12'-0" 5A 2 B-2AL 8" x 12" 12'-0" 5A ....REG THE APPROVING AGENCY SHALL ITEMS REQUESTED. APPROVAL WILL BE CONSIDERED AS AN AS SHOWN, UNLESS NOTED AGENCY. ONE COPY OF APPROVED RETURNED TO S.R.S. APPROVED RECEIVED BEFORE MANUFACTURING MEMBERS AND CONNECTIO MINOR CORRECTIONS REQUIRED ERECTION. CORRECTION O AMOUNT OF CUTTING, REAMING A LEGITIMATE EXPENSE 0 PROBLEM PLEASE NOTIFYS.R.S. THE RIGHT TO INVESTIGATE OCCUR. MATERIAL NOTES: 1. MATERIAL IS SOLID SMOOTH FACE, NO STAIN. 2. DECK IS 2x6 RANDCM V—JOINT, NO END MATCH, SOUTHERN PINE SOLID 3. STEEL IS A36 GRADE, BOLTS ARE A307 GRADE. ITEMS TO BE HOT —DIP 4, ALL HOLES IN WOOD UNLESS NOTED OTHERWISE 5. & DENOTES EDGES 6. (N.I.C.) = NOT IN DESIGN CRITERIA: 1. 2001 FL. BLDG. CO 2. DL = 20 psf 3. LL = 20 psf Basic, 4. WL = V=140mph ( ---------------- VERIFY OR SUPPLY ALL OF THESE SHOP DRAWINGS ACCEPTANCE OF ALL THE DATA OTHERWISE BY THE APPROVING SHOP DRAWINGS MUST BE SHOP DRAWINGS MUST B _ CAN BEGIN. S SHOULD PRE —FIT WHERE POSSIBLE. SHOULD BE MADE BEFORE MINOR MISFITS AND A REASONABLE OR REDRILLING IS CONSIDERED ERECTION. IN THE EVENT OF A IMMEDIATELY. S.R.S. RESERVES ANY ERROR OR DEFECT WHICH MAY SOUTHERN PINE, #1 GRADE, S4S, LENGTH, #1 GRADE, T&G, SMOOTH FACE, NO STAIN, ROOF DECKING WELDED PER AWS STANDARDS, ALL STEEL AND HARDWARE GALVANIZED. & STEEL TO BE 13/16" DIAMETER TO BE CHAMFERED FOR WELDS. CONTRACT. E 30 psf (per plans) SEC. GUST), EXP. 'B', I = 1.0 2 B-3AR 4" x 12" 12'-0" 5A 2 B-3AL 4" x 12" 12'-0" 5A 2 B-4A 4" x 14" 16'-0" 5A 7 BC-1 A 4" x 12" 12'-0" 4A 8 BR-1 A 4" x 8" 4'-0" 6A 8 BR-2A 4" x 8" 4'-0" 6A 4 C-1A 8" x 8" 10'-0" 5A 4 C-2A 8" x 8" 10'-0" 5A 8 R-1 A 4" x 12" 8'-0" 6A 4 R-2AR 4" x 12" 6'-0" 6A 4 R-2AL 4" x 12" 6'-0" 6A 4 R-3AR 4" x 12" 2'-0" 6A 4 R-3AL 4" x 12" 2'-0" 6A 14 10 4 TC-1 A 4" x 12" 8'-0" 4A TC-2A 4" x 12" 8'-0" 4A TC-2B 4" x 12" 8'-0" 4A 7 W-1 A 4" x 12" 2'—O" 4A 14 W-2A 4" x 12" 2'-0" 4A AITC 4 �� MEMBER Inc A MATERIAL UST GLUED LAMINATED TIMBER SCHEDULE COMB. N0. MARK SIZE I LENGTH CAMBE REMARK SHOP NOTE: THE QUANTITIES ON THIS SET OF SHOP DRAWINGS IS FOR ONE BUILDING ONLY. HARDWARE SCHEDULE NOTE DETAIL ON SH. N MARK . NO. NOTE DETAI ON SN DESCRIPTION MK-1A 4 WELDED ASSEMBLY 7A MK-2AR 2 WELDED ASSEMBLY 7A MK-2AL 2 WELDED ASSEMBLY 7A MK-3A 8 WELDED ASSEMBLY 7A MK-4A 60 ANGLE 7A MK-5A 14 SHAPED PLATE 7A MK-6A 28 PLATE 7A MK-7A 14 SHAPED PLATE 7A MK-9A 20 SHAPED PLATE 7A MK-10A 4 SHAPED PLATE 8A MK-10AR 2 WELDED ASSEMBLY BA MK-10AL 2 WELDED ASSEMBLY 8A MK-10B 8 ANGLE 8A MK-11 A 16 PLATE 8A MK-12A 16 PLATE 8A MK-13A 4 SHAPED PLATE 8A MK-14A 4 SHAPED PLATE 8A MK-15AR 2 WELDED ASSEMBLY 8A MK-15AL 2 WELDED ASSEMBLY BA MK-16A 8 ANGLE 8A MK-1$A 8 ANGLE 8A THESE DRAWINGS ARE UNCHECKED TO MINIMIZE THE TIME REQUIRED TO PROCESS THESE DRAWINGS FOR SHOP FABRICATION, WE ARE SUBMITTING THEM FOR APPROVAL BEFORE THEY RECEIVE OUR STANDARD SYSTEM OF DETAILING CHECKS. THEREFORE, THERE IS THE POSSIBILITY OF ERRORS IN DIMENSIONS, ELEVATIONS, QUANTITIES, ETC. ON THESE DRAWINGS. DRAWINGS WILL BE CHECKED PRIOR TO ISSUE FOR SHOP FAB. AND CONSTRUCTION. 14 3/4"0 x 4" BOLT 598 3/4"0 x 5" BOLT 20 3/4" 0 x 8 1 /2" BOLT 148 1 3/4"0 x 9" BOLT 48 3/4" 0 x 9 1 /2" BOLT 1136 I 3/4" 0 x 6" LAG I I 1 1 48 1 3/4"0 WASHER I I I AUG 1 9 2004 SWIFFOLK I 4770 SRS Design Data Drawn by our Job No. SEBASTIAN MUNICIPAL COMPLEX PARK (MEDIUM PAVILLI N) Sheet D.L Structural Roof Systems, SteIY1S Inc.JLD 04033 1225 MAIN ST. 1 J 8-13-04 Approved for SEBASTIAN FLORIDA THIS PRINT IS PROPERTY OF STRUCTURAL ROOF SYSTEMS, INC. Engineered Structural Wood Roof & Floor Systems Fabrication of AND IS NOT TO BE USED WITHOUT OUR AUTHORIZATION. L.L Checked b Architect REG ARCHITECTS, INC. /� 2703 Northwest 55th Court ! A Fort Lauderdale, Florida 33309 1 Revisions Contractor SUFFOLK CONSTRUCTION COMPANY, INC. !I 0 I 4 0 i 4 0 3'-4" 7'-6>, 4'—O" 2'-6» I I I I R-3AR S-17 — — IR-3AL \ B 3 04 I i C-1A 11 S-16A I I R-2AL I C _ I I -R-2AR I I I S­16A A I I I N ►R-3A / I ¢ —17A M 1 37'-0" 15'-2" 15'-2" 3'-0" 4'-0" 4'-0" 4'-0" 4,-0" 3,-0" I I I I I I I I I I I i I I I { I I I I I I I R-1 AR I I rr_ A ., 3'— 4" 7'-6" 2'-6" 4'-0" 1'-0" I � I I i J M I S-17A / R-3ARi N i � I C I N m N m I ` I S-4A � _ S-17A S-4A S-10A R-1 A i I I I i l I I I I i I I S-4A m Q ► _ F- S 4A I I I I I I S-4A _ S 4A ¢ F- B 1AL I I I I I S-4A ¢ ► - S 4A I i I I I S-4A ¢ S-4A I I I I I S-4A r F- S 4A B-1AR I I I I i S-4A m F- S-4A I i I j II I I I S-4A S-4A I / S-17A S-4A S-10A R-1 A I - I I - — I S-4A R-1A S-18A I I i I I I S-4A N m S-18A R-1A I -- — S-4A C-2A _ _ m R-1 A_ S_ 18A I I S-4A m S-18A R-1 A I I I f i i 11 I I I i I I I I i I I I I I I I I I I I I I I I I I i I I, i I i i S-4A R-1 A_ I I I I i I I S-4A Q N m S-18A— R-1 A_ t I — — j _ I — S 4A I S-10A S-4A S-17A 4A i S— 4A S-10A S-17AS —4A S-4A MI I I I S-16A 1 R-2AR I I I I R-2AL I I S-16A C-2A C-1 A N I —3AL I I I I I I S-17A � M 2x6 FASCIA 11..r_ -ro_n nrelf/mIn SECTION C 2A �t r ARCHITECT/ENGINEER NOTE: T AD pLqVj60E 01/JtLAj WE HAVE CONCERNS REGARDING THE CAPACITY OF ROOF DIAPHRAGM. USING ONLY 2" T & � L� ROOF FRAMING PLAN DECK THE LATERAL WIND ON THE STRUCTURE MUST GET OUT TO EACH END OF THE BUILDIN it 1 SCALE: 3/8' = 1 —0 N DIAPHRAGM CAPACITY AND WE FEEL A PLYWOOD OVERLAY IS THE BEST WAY TO ACHIEVE A- ROOF DIAPHRAGM. WE ARE BRINGING THIS UP FOR DISCUSSION SINCE IT AFFECTS THE OVERALL DESIGN OF THE STRUCTURE. ARCHITECT/ENGINEER, PLEASE REVIEW THE ABOVE COMMENTS AND LET US KNOW HOW TO PROCEED, SINCE THE ENGINEER OF RECORD IS RESPONSIBLE FOR THE OVERALL STABILITY OF THE STRUCTURE, 4770 SRS Drawn by Our Job No. SEBASTIAN MUNICIPAL COMPLEX PARK (MEDIUM PAVILLION) Sheet JLD — 04033 1225 MAIN ST. 2 A THIS PRINT IS PROPERTY OF STRUCTURAL ROOF SYSTEMS, INC. Structural Roof Systems, Inc. 8-13-04 Approved for SEBASTIAN FLORIDA AND IS NOT TO BE USED WITHOUT OUR AUTHORIZATION. Engineered Structural Wood Roof & Floor Systems Fabrication of Checked by 2703 Northwest 55th Court Architect REG ARCHITECTS, INC. Fort Lauderdale, Florida 33309 Revisions Contractor SUFFOLK CONSTRUCTION COMPANY, INC. /S-2AS-12A A S-15A i o I I O { I { I C-1A I I I S-3A I B-1AL SYMM. ABOUT C U.N.O. I S-12A S-1A I / BR 2A I S-14A I I I { I C-2A I i { I S-3A SECTION A 3A SYMM. ABOUT U.N.O. I B-1AR — B-2AL 8-2AR I `� /-2AS-11 A S-11 A\ —\\ I / { { IBR �/S-15A S-13A I I I { I I I { I I I i C-1A C-2A I I I I I � I i I I I S-3A S-3A SECTION B UA THIS PRINT IS PROPERTY OF STRUCTURAL ROOF SYSTEMS, INC. Structural Roof Systems, Inc. AND !SNOT TOBEUSED WITHOUT OUR AUTHORIZATION. Engineered Structurol Wood Roof & Floor Systems 2703 Northwest 55th Court Fort Lauderdale, Florida 33309 Drawn by JLD 8-13-04 Checked by Revisions EKAMV Our Job No. SEBASTIAN MUNICIPAL COMPLEX PARK (MEDIUM PAVILLION) Sheet 04033 1225 MAIN ST. 3 A Approved for SEBASTIAN FLORIDA Fabrication of Architect REG ARCHITECTS, INC. Contractor SUFFOLK CONSTRUCTION COMPANY, INC. 12 3 14. �C 2 ---'o . 0 S-6A 7A 0 0 Q0 0 0 \ o /� o 12s /o o LO �s q\4b 58 58 i o �$ , 22. �,� 0 p ¢ �� \ S-9A OR S-10A co N \ \ � I \° \ 7A 8A T 0 0 O 0 14'-4-1j" 0 LOCO o0 Ln° o io BC—1 A I o oo o O O o 01 1/4"0 HOLE J �`r /0 ®� SYMM. ABOUT I 0 i ° o _�- S-7A S-8A I � 7A i 7A I o 10`` US S T-1 A 5 — RE ' SCALE: 1" = 1'-0" T-1B 2—REQ) SCALE: 1" = 1'-0" !► + ' ►I, f TRUSS T-1 A & —1 B ARE IDENTICAL EXCEPT FOR LO ATION OF HOLES BETWEEN CONN. S-9A & S-10A IN TOP CHORD TC— A & TC-2B. 11'— 716 BC-1A I — 1'-8-11j>, I S7AA 'I 5'-1013" I I 6,-9j" 7'-51„ 28'-8$" OUT/OUT OF TOP CHORDS T-1A CONSISTS OF THE FOLLOWING MEMBERS: MEMBER NUMBER NUMBER REQ'D. FINISHED SIZE TC-1 A 2 3 1 /2" x 11 1 /4" TC-2A 2 3 1 /2" x 11 1 /4" BC-1 A 1 3 1 /2" x 11 1 /4" W-1 A 1 3 1 /2" x 11 1 /4" W-2A 1 2 1 3 1 /2" x 11 1 /4" T-1B CONSISTS OF THE FOLLOWING MEMBERS: MEMBER NUMBER NUMBER REQ'D. FINISHED SIZE TC-1 A 2 3 1 /2" x 11 1 /4" TC-2B 2 3 1 /2" x 11 1 /4" BC-1 A 1 3 1 /2" x 11 1 /4" W-1 A 1 3 1 /2" x 11 1 /4" W-2A 1 2 3 1 /2" x 11 1 /4" THIS PRINT IS PROPERTY OF STRUCTURAL ROOF SYSTEMS, INC. AND IS NOT TO BE USED WITHOUT OUR AUTHORIZATION. TRUSS SHOP NOTES 1. PATTERNMAKER TO DETERMINE LENGTH AND END CUTS OF ALL WEBS AND POSTS. 2. REFER TO CONNECTION DETAILS FOR FABRICATION REQUIREMENTS. 3. USE STEEL AS DRILLING TEMPLATE FOR BOLT HOLE LOCATIONS. 4. PREFIT AND MATCH —MARK TRUSS MEMBERS AS REQUIRED. 4770 SRS Drawn by Our Job No. SEBASTIAN MUNICIPAL COMPLEX PARK (MEDIUM PAVILLION) Sheet Structural Roof Systems Inc � 8—JLD 04033 1225 MAIN ST. 4.A 13-04 Approver SEBASTIAN FLORIDA Engineered Structural Wood Roof & Floor Systems Checked by Fabricaffon of 2703 Northwest 55th Court Architect REG ARCHITECTS, INC. Fort Lauderdale, Florida 33309 Revisions Contractor SUFFOLK CONSTRUCTION COMPANY, INC. �10A OR 18A 8A 8A SEE DETAIL A/6A FO RAFTER R—lA 4" x 12" NOM. 8—reed. (3 1 /2" x 11 1/4" ACT.) PLAN SEE DETAIL A/6A FO RAFTER R-2AR 4" x 12" NOM. 4—recl'd. (AS SHO��N� (3 1 /2" x 11 1 /4" AC T. ) RAFTER R-2AL 4" x 12" NOM. 4—r. (OPPOSITE (3 1/2" x 11 1/4" ACT.) PLAN 32" _11A OR 12A 12 8A 8A I 0�/ -104 12 216„ 12 �nh0 5� 1 1 /160 HOLES ) SEE DETAIL A/6A FOR DIMENSIONS 97,, RAFTER R-3AR 4" x 12" NOM. 4—rec d. (AS SHO��1�T� (3 1/2" x 11 1/4" ACT.) RAFTER R-3AL 4" x 12" NOM. 4—recl'd. ,OPPOSITE (3 1 /2" x 11 1/4)) ACT.) -i, O �2,-5Q" @ BR-1 A 2'-6" ® BR-2A BRACE BR —IA 4" x 8" NOM. 8—recl'd. (3 1 /2" x 7 1/4 1) ACT.) BRACE BR-2A 4" x 8" NOM. 8—recl'd. (3 1/2" x 7 1/4" ACT.) 4770 SRS PLAN 1'-1" CONN S-1A 4— req' d. 1 - MK-1 A WELDED ASSEMBLY 6 - 3/4"0 x 9" BOLT 'o� sus s>> CONN S-6A 14—rea)d. 2 - MK-6A PLATE 3 - 3/4"0 x 5" BOLT I-1 AR/L I GO NN S — 2 A 4—re cl' d. 1 - MK-2AR OR MK-2AL WELDED ASSEMBLY 6 - 3/4"0 x 9" BOLT PLAN 'Z tl� I ' L 1'-O7„ ALL 1 /4" STEEL SHOP NOTE: MAKE MK-2R AS SHOWN MAKE MK-2L OPPOSITE I T-1B B-4A SYMM. ABOUT CONN S-8A 2_-reg'd. 2 - MK-7A SHAPED PLATE 8 - 3/4"0 x 5" BOLT 2 - 3/4"0 x 8 1/2" BOLT 2 - 3/4"0 WASHER 5" 79 1 13" PLAN 333„ 334„ C-1 A C-2A i L <=1N 3/4"0 A.B.'S (N.I.C.) If 7/8"0 HOLES IN BASE PL. 41 4» CONN S-3A 8—req'd. 1 - MK-3A WELDED ASSEMBLY 2 - 3/4"0 x 9" BOLT 5$" 5$" 1 1 2» 1"0 HO WOOD , 24"+24" i SYMM. ABOUT y r� 7 „ x 8 1/2" BOLTS ® CONN S— f A 5—req d. SE 2 LOCATIONS ONLY 2 - MK-7A SHAPED PLATE 10 - 3/4"0 x 5" BOLT SHOP NOTE: SHAPED STEEL PLATES MAY BE CUT TO SHAPE FROM ONE LARGER PLATE OR CONSTRUCTED OF INDIVIDUAL PLATES, BEVELED, FULL PENETRATION WELDED AND THEN GROUND SMOOTH. CONN S-4A 30—reg"d. 2 - MK-4A ANGLE 2 - 3/4" 0 x 5" BOLT 4 - 3/4"0 x 6" LAG 1'-67" d- CP � 1"— �-�" q-y i 0 L 5'-1 1" 4 11" CONN S_ 5A 7— recl' d. 2 - MK-5A SHAPED PLATE 6 - 3/4"0 x 5" BOLT 2'-5S" LIM 00 LoI00 N11 — v MK— 9A SHAPED PLATE \ 3/8" PLATEr 5 � 1 "0 HOLE IN WOOD ONLY 411 CONN S-9A 10—re'd. 2 MK-9A SHAPED PLATE 24 - 3/4"0 x 5" BOLT T-1A T-1B tn tnco N U-fim Lo nioo 4770 SRSI MK— 7A SHAPED PLATE 1/4" PLATE ERECTOR NOTE: ALL BOLT HEADS Q THIS SIDE OF TRUSS AND LEDGER. MK-10A MIN HIM MR NIP or -F TT I ITII III T-16 NCOI { Noo B-4A MK-10AR/L w �o MK-10B I m I i U 1 4" >� A PLAN 3„ B SA 8A ERECTOR NOTE: ' ATTACH MK-10B ANGLE'S TO B-4 BEFORE ATTACHING IT TO TRUSS. B-ZIP A d- 5 816 mmmmm'"w 3" �o NONE "'w / ! - - L0 �' I moo co - - - MK-10A SHAPED PLATE N i - - � , C 11„ 3/8" STEEL — i I � ' ' 5, 983 3/4"0 9" BOLT -IPLATE ------ --- --------- 1/4„ » STEEL _ PL. 'B' PLAN i I 24» 11$1, B-1 AR/L PL. 'C' - PL. 'A' B-2AR/L - �, i 41 , 4�' 2 31" i 3 1 1/ 4"0 HOLE IN WOOD ONLY — oo — - 1'1t" —817 (2) — 3/4"o x 4" BOLTS 1/4" STEEL (9MK-11A / �r B 5'-1a" IN B-4 ONLY 3/8" STEEL ® MK-12A D 1» CONN S-10A 4—re.c�'d• BR-2A t 6„ 1 - MK-10A SHAPED PLATE �! 1 - MK-10AR OR MK-10AL WELDED ASSEMBLY ALL HOLES IN MK-11 A, MK-12A PLATE 'B' 2 - MK-10B ANGLE �\� , & WOOD ARE 1 1 /16"0 HOLES 1/4" STEEL / 2 - 3/4"0 x 4" BOLT j�3 `�D' 311�„ 31 - 3/4" 0 x 5" BOLT 1- 3/4" 0 x 9" BOLT 3 — 3/4" 0 WASHER 5'-13" n K BR-2A �tK 1/4" STEEL ® MK-13A 3/8" STEEL @ MK-14A 6" 8„ CONN S-11A 8—recl'd. 2 - MK-11 A PLATE 4 - 1 "0 x 9" BOLT CONN S-12A 8_- re ' d. 2 - MK-12A PLATE 4- 1 "0 x 9 1 /2" BOLT U'Noc r7 PLATE ' C' 1/4" STEEL I moo 1S \ I -d PL. 'D' BR-1 A \ B-1AR, S I N cfl - — m I I N cfl `100 — — <------I---I B-2AR I I noD ALL HOLES IN MK-13A, MK-14A M`� o C-2A & WOOD ARE 1 1/16"0� HOLES � PLAN I I 114„ 6» PL. 'D' B-3AR/L 1 3/4"0 x 9 1 /2' BOLTS 33" 33" 3Q" 313" MK-15R/L (ALL 1/4 STEEL) 12 3" 7A>, SYMM. I ABOUT U.N.O. CONN S-13A 2—reg'd. 2 - MK-13A SHAPED PLATE 8 - 1"0 x 9" BOLT CONN S-14A 2—re j'd. 2 - MK-14A SHAPED PLATE 8 - 1 "0 x 9" BOLT SHOP NOTE: SHAPED STEEL PLATES MAY BE CUT TO SHAPE FROM ONE LARGER PLATE OR CONSTRUCTED OF INDIVIDUAL PLATES, BEVELED, FULL PENETRATION WELDED AND THEN GROUND SMOOTH. CONN S-15A 4—rea'd. 1 - MK-15AR OR MK-15AL WELDED ASSEMBLY 4 - 1 "4 x 9" BOLT 4- 1 "o x 9 1 /2" BOLT L 5 CONN S-18A 4—reQ'd._ 2 - MK-16A ANGLE 4 - 3/4"0 x 6" LAG 2 - 3/4"0 x 5" BOLT CONN S-17A 8—recl'd. 2- 3/4" 0 x 8 1 /2" BOLT 4 — 3/4" 0 WASHER CONN S-18A 4—recta. 2 - MK-18A ANGLE 2 - 3/4" o x 4" BOLT 4 - 3/4" 0 x 5" BOLT 4770 SRSI 0 0 S-1 SAME AS 5 OPP. END 2'-0„ PLAN DRILL LAG LEAD HOLE FOR 3/4"0 x 6" LAGS —t c 2 3" 4 I B E .AM B-1 8" x 12 NOM. 2—regd. (7 1/2" x 11 1/2" ACT.) g„ S-7 DRILL 1/2"0 x 1" + 5/16"0 x 6 5 6" DEEP LAG LEAD HOLE i N 7j» 2 _i — 0 DRILL LAG LEAD HOLE FOR 3/4"0 x 6" LAGS 5 23„ I I I I 11 6„ 24„ 244» 6 6 S-1 S-2 8>_74,> 5 5 B E _, \_ M B-1 A.R - 8" x 12" NOM. 2 - re q' d. (AS S HO WN) (7 1/2 x 11 1/2 ACT.) BEAM B-1AL _8 x 12" NOM. 2—reg'd. OPPOSITE) , 3== , 3,, (7 1/2 )1 x 11 1/2" ACT.) PLAN 5'-2 END OF PARTIAL END OF FULL ROUT ROUT 1== 3'-68 _ 3�' 2' Mhd- r� V-52" S-7 ' 791, DRILL LAG LEAD HOLES 4 24 24 6 5 FOR 3/4" 4 x 6" LAG 5 I 1 I S-2 5 CONN. TO CONC. WALL. (N.I.C.) N7 i� 1116=, �l I� 2'-114» BEAM B-2R 8" x 12" NOM. 2-req'd. (AS SHOD (7 1/2" x 11 1/2" ACT.) BEAM B-21, 8" x 12" NOM. 2-reg'd. (OPPOSITE) (7 1/2" x 11 1/2" ACT.) PLAN 6' 5' —Q" 4 _ 37' END OF PARTIAL END OF FULL ROUT ROUT 12 10 02�g9. �m _ — 12 _ POW 199 3j„ 3j„ 3» 3„ 3 3 3 3 _ — 4 4 4 4 S-6 __--- I 5 2'-411j' t 71, FLAT rt, its = 5, _ 27,> C 1 ,_8 , .yN ® ® '' ► rN �' SECTION A 7'-6„ �� _ ... _. 5A�v S56 1'—g$>, 4j„ �. S-3 I i S-3 SIDE VIEW 5 „ SIDE VIEW a„ ' S'-27>, FLAT 4„ 1 4 BEAM B-3R 4" x 10" NOM. 2-req'd. (AS SHOMIhis 7'-61" » �, }, � 3 1 2" x 9 1 4" ACT. � , COLUMN C-1 8 x 8 NOM. 4-re d. COLUMN C-2 8 x 8 NOM. 4-re d. ( / / " " 1 " 1 " BEAM B-3L 4 x 10 NOM. 2-red d. (opposITES REVIEWED BY: (7 1/2 x 7 1/2 ACT.) (7 _ E AM B-4R 4 x 10 NOM. 2-req d. (AS SHOWN � 2x 7 /2ACT.) » (3 1/2 x 9 1/4 ACT.) (3 1/2 x 9 1/4» ACT.) BEAM B-41, 4" x 10" NOM. 2-req'd. (OPPOSITE) L—/ 7J P! u PLAN (3 1/2 x 9 1/4 ACT.) 32 S-8 6 1== 5 _11$ 4$» _( S-10 5 B 12 2 1 /8— ` 10.0249914 _ — 5-11 \ 5 \ I 5 FLAT S,> 1� I 3'-10$" 1 w, 6,-11g„ SECTION B - n 3 BEAM B-5R 4" x 10" NOM. 2-req'd.(AS SHOWN (3 1/2" x 9 1/4" ACT.) BEAM B-5L 4" x 10", NOM. 2-reed. OPPOSITE) (3 1/2" x 9 1/4" ACT.) I HANGER HANGER HANGER HANGER HANGER HANGER HANGER HANGER HANGER HANGER HANGER 6" 2'-6" 4'-6" 6'-6" (� 8'-6" 10'-6" 12'-6" 14'-6" 16'-6"�L�� '" 20'-6" 21'-0" BEAM B-6 2" x 10" NOM. 1-recl'd. ERECTOR NOTE: » » ATTACH B-6 TO HG-2 (N.I.C.) (1 1/2 x 9 1/4 ACT.) TRUSS AT EACH VERTICAL WEB W/4 10d COMMON WIRE NAILS •=ter 11 „ 1,-0$„ 75" 1 I77T — \ I I I 600 I i I I 1 M 7$ 54 I BEAM SPLICE AT SOME LOCATIONS z PLAN ' Fr I - - - Z 12 thou L11 L N 10 6 5„ » o 311M r�eo p N �� -! � ! L5x3x1/4 BEAM SPLICE — — — 113» TG ------ � PLAN R-6R/L - B-2R jL _ 3» R-4R PLAN R-7R B-1 PLAN 31" 12„ o o t_ 1 m m 34" 3 34 — ¢Sv — ¢ — 0 — i — — -- _ > — �-- --�-1— � B-1 PLAN � � � r i I R-5R/L - -- - �� e - — R-1 R-3L --'] C-1 1„ I R-4L C-2 I 12 1„ R-7L 00 C-2 - PLAN PLAN J77 - - I `O B-1 �N cV ! —IN 2»12» - - - -00 3/4" A.B.'S (N.LC.) N Ci-1 _ ( N 3» 3» 3» 3 34 "— 1�------ 7/8"0 HOLES IN BASE PL. 34 34 I I — 3 , B-5R/L y-- 5" 4" 144" MK-2RZL WELDED ASSEMBLY '' ALL 1 /4" STEEL B-3R jL B-4R/L CONN S-1 4—re 'd. CONN S-2 4—red'd. CONN S-3 8—req'd. CONN S-4 26—reg'd. CONN S-5 4—req'd. CONN S-6 12—req'd. 1 — MK-1 WELDED ASSEMBLY 1 — MK-2R OR MK-2L WELDED ASSEMBLY 1 — MK-3 WELDED ASSEMBLY 2 — MK-4 ANGLE 2 — 1 /2"0 x 6 1 /2" BOLT 2 — 1 /2"0 x 6 1 /2" BOLT 6 — 3/4"0 x 9" BOLT 6 — 3/4"0 x 9" BOLT 2 — 3/4"0 x 9" BOLT 2 — 3/4"0 x 6" LAG 4 — 1 /2"0 WASHER 4 — 1 /2"0 WASHER 1 — 3/4"0 x 4" BOLT CONC. BM. (N.I.C.) i B-5R/L 4 L TRUSS SHOWN FOR TRUSS SHOWN FOR 7/8"0 HOLES IN STL. REFERECNE ONLY REFERECNE ONLY PLAN B-2R/L ERECTOR NOTE: 1„ I 3„ MOUNT HANGER UPSIDE DOWN ON R-1 ° g$ 1� 91 HG2 SHOWN FOR ° ,, i B-5R/L 11» 61» REFERENCE ONLY (N.I.C.) _ I i $ L 5 x 3 x 1 4 104 I / R---1 °---------- PLAN 411 I I R-5R L_ _ r R-1 I ° B-6 PLAN ,> �/ I I —1 1/2" CNT'BRE'S w/ 9/16"0 THRU HOLES ADD VERTICAL 2 x 4'S @ 1 /2"0 x 4 1 /2 BOLT 2 —0 O.C. BETWEEN TWO I I BOTTOM CHORDS OF TRUSS _ I HG2 (N.I.C.) -- CONC. BM (N.I.C.) ... 9/16"0 HOLES IN r i I ► =+N _ WOOD & STL. _ I f v 3/4"0 A.B.'S (N.I.C.) LO CONC. BM (N.I.C.) I ---J- iII B-4R/IMMELL, TG'9GNGGNAANCONN S-8 22-re d. CONN S-9 40—re 'd. CONN S-10 4—recd. CONN 5-11 4—recS 11REVI ' d. 1 — SIMPSON U36XSLU14.04 HANGER 10 — 16d NAIL 0 NO EXCEPTION TI�i FN 961AKECi,uREt ili+ttS 8 — 16d NAIL 1 — MK-11 ANGLE I 12 — 10d NAILA; 2 — 3/4 0 x 5" BOLT SHOP NOTE: i P,ir ")P `'•3/4"0 WASHER .OMIT 2 - J MAKE MK-7R AS SHOWN C-1 MAKE MK-7L OPPOSITE ,f P:.�I:rl'4,�i7 °�b© .d(ONN S—y 4—re 'd. p GCsy'a?5p � cokwa' iri tio, G'i d SHAPED STEEL PLATES MAY BE CUTI� ti•� ,�f�=11 �_+ r t11t:��� waf;; t 1 — MK-7R OR MK-7L WELDED ANGLE TO SHAPE FROM ONE LARGER PLATE "S ¢,UtDTY `,�'r'r - w r. 1 — 1/2"0 x LAG 2— 1 /2"0 x 4 OR CONSTRUCTED OF INDIVIDUAL T fi. 4 1 1 /2" BOLT � F'�t�.,fC, :� • . 4— 1 /2"0 x 5 1 /2" BOLT PLATES, BEVELED, FULL PENETRATION LRfl,--'h`-zD,7M" ; 1 — 3/4"0 x 6" LAG WELDED AND THEN GROUND SMOOTH.- 11 - 1 /2"0 WASHER THIS PRINT IS PROPERTY OF STRUCTURAL ROOF SYSTEMS, INC. AND IS NOT TO BE USED WITHOUT OUR AUTHORIZATION. Structural Roof Systems, Inc . Inc. Engineered Structural Wood Roof & Floor Systems 2703 Northwest 55th Court Fort Lauderdale, Florida 33309 Drawn by 8- 2-04 Our Job No. 04033 SEBASTIAN MUNICIPAL COMPLEX PARK 1225 MAIN ST. SEBASTIAN PLORIDA Sheet 5 of 5 Approved for Fabrication Checked by Architect REG ARCHITECTS, INC. Revisions Contractor SUFFOLK CONSTRUCTION COMPANY, INC. ra E3 E3 [A 54'-0" 14'-4" L 25'4" i 14'-4" _T w 3/12 0 9 5'-0" TO HGI i � 1_i 1 3/1�2 1U � 5'-0" TO HGl 9 E3 M Ei Im I �4 :I 1. Li t091"T"UTT1011 c 3 1mz JUL 0 9 2004' f; a x G 1 i 6 G31>I. 1. 5 s $ 'l' baz � c ��# ,� :tti :� e R ya..g < ..,� :ales i ,J �, :'�.3 S*,� r•a+ N € .*`t w�Nf I;) JUL 2 8 2004 �p w iulc am nva. TRU55 DE51GN F'ROFE5510NAL State of Florida Registered Englnser Morris A. Shashoua, P.E. Maurice A. Shashoua, P.E., INC. 1908 NW 112 AVENUE Coral Springs, FL 330ii (954) 153-1988 FL REG. NOS. E155251 4 19554 Date Revislons 17 EE. l A Truss Design Criteria: F F5 C/AN519� Top chord live load: 3 psf Top chord dead load: i5 psf R,ot chord live load: 0 psf Sot chord dead load: 10 psf Duratlon Factor: 1.33 io Wind Design Criteria: A CE -1-g8 Wind Design Speed: 14 mph Wind Design Exposure: 5 21_0ii 12 12 3 0 OVERHANG BY BLUR, T1'PICr4L TRUSS r=ND DEETAIL FIELD BRACING is not the responsibility of the truss fabricator, truss designer, nor plate manufacturer. Truss erectors are cautioned to seek professional advice re- garding erection bracing which!, is a ]ways required, to prevent toppling and dominoin during erection, and permanent braci which may be required in specs is applica- tions, Trusses shall be erected and fastens in a straight and plumb position. Trusses shall be handled with reasonable care durin erection to prevent excessive damage or personal injury. Refer to 5C51 1-03 for Info yes engineering for connectoo 's, nailing schedules, Qfrder pl.les, etc. i��c�rTnc� �eric�ht Sch clui� All walls shown on this layout a "e bearing NOTE: Truss reactions and uplift provided for the JOB ENGINE CORD or the JOt3 ARCHITECT provide for connection of the sur)porting structure. D_ssic�n�ir' ing connections are 50LEL1' responsi&e the integrity of their product. calce, are R OF RE- to accurately 'roof to the or suppc-,rt- for eau plied 51m son Flan er Ca acitlas as of I/l/2004 'lark Oty Type Floor Roo Uplift A 0 LU620 1a00 1200 1010 5 0 HU52ro 2- 55 3335 1550 C 0 HHU526 -2 2550 3440 1550 D 0 HU525 3300 3655 2000 !E 0 HU540 1505 2010 1550 F 0 HHU528-2 3885 5150 2000 G 0 HGUS20-3 6805 -Ig25 3220 H 0 SUR/L 2ro 800 1000 '120 0 NSUR/L 2ro -2 1&10 20910 1i5 J ol THASR/L 210 1390 131:�0 - < ol H&UR/L 414 3485 435E 1430 L 0 HGU52Co -2 30540 5240 2325 M 0 THJA2ro JACK 6-10 815 240 2010 2450 120 X HANGER 5T' 5UIL'DE7} HANGER Truss to true® connections listed above are Included in the contracted price. Hangers needed which exceed the capacity or listed hangers can be supplied as an added cost All other connections are 5Y OTHE 5 D R,4UJ I NC- 4izI'=R' V,4L This drawing is the sole s urce for fabrication of trusses and voids all previous architectural or other lay- outs. Approval of this layout Is re- qulrecl before any work can be done. Please verify truss placement, dir- ections, dimensions, bearing condl- tions, pitches, shapes, overhangs, and heel heights. Carefully checking this plan NOW can save you costly repairs and alterations later. Approved E3y: Date: **Requested Truss Delivery** We must receive this approval 2-weeks prior to requested delivery week This is authoization to build and ship trusses the week specified Ship Week of provide map and special delivery instructions Email us at; hlfoa atlantictruss� m Ft. Lauderdale - RK 1954 491-3310 Ft. Lauderdale Fax (9542C®�lict 2 L� Ft. F'ierca - Fh. 11i2�468-"t68-11126 AtLa�t�G 550 N.W. 61ST STRE IE )T o, FT�. LAUDDERDALE, FL. 333021 cuaromw 5 1 RUI.sTLtR4L ROOF 6 1/5!'jE 5E5A6TIAN MUNICIPAL PARK 1225 MAIN ST. SESASTIAN, FL WALE, ORAW SY, JGfl t3►'mER. 1/4" =1' - 0" i 05E PN 91-f ro DATE, FgVfBED Dri 1/5/04 seas I OF MATCHLINE A -A SEE SHEET LP.02 -07 7� SEE DETAIL 405 ■ CID �D CY) C) FF N N CD 4=1 4=1 N: GO z _j S 4=EE1 DETAIL cf� 406 U) V) C===== C===== C==== C=Z== 0 n C==== C=== U 4=1 SEE SHEET LP.01 (SEBASTIAN CITY HALL/ POLICE STATION) 10' 20' 40' 60' Scale I If =20'-9' 8 Hours Before Before Digging "Call Sunshine" 1-800-432-4770 DRAWINGS -ARCHITECTS I N T E R 1 0 R S P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR - 0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH F L 0 R I D A 33401 PH: (5 6 1) - 6 5 9 - 2 3 8 3 FAX: (5 6 1)-65 9-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 8:s t 'M CONCEPTUAL DOCUMENTS FOR: SEBASTIAN 0 1VRJNIC1PAL COMPLEX F FIARK g 1225 MAIN STREET co ff�W H",DSCAPE PLAN REVISIONS 12/15103 ISSUED FOR PRICING 12-15-03 SCALE AS SHOWN Preffill-13M), NEETtIff RK&MI ---------------- OWNERSHIP AND USE OF THESE DOCUMENTS SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. HOME OF PEUCAN Pool I OF 4 - --- ---------- (D- Fn a SAN - - - - - - - -- - - qklAITAPY 01 ®RI 1/4" = 1 '—V) - ------ ------------ — ----- ----- - --- ---------- - — — — — — — — — - - - - 3/4"0 CW LINE BELOW GRADE UPTO WALL(5 DFU 9 SK 1 2"0 CW LINE IN CEILING pl CW L E — — — — — — — — ------ — — — — — — ....... .... ---------- - imuff7l 11 T1 I I I I I I I I 1171 n I I I I I I I I I I I I I I I I I I I I I - - - - - - - - -- TE-NNIS/CONCESSIONS WATER PLAN 1/4" = V-0" KEYED NOTES 0 2"0 PVC SCH 40 SANITARY SERVICE FROM TENNIS/CONCESSIONS. 6"0 PVC SCH 40 SANITARY SERVICE TO SEWER MAIN O CONTRACTOR SHALL CONNECT SANITARY LINE FROM THE BUILDING TO THE MAIN AT THIS POINT. REFER CIVIL DRAWINGS FOR SCOPE OF WORK & SPECIFICATION BEYOND THIS POINT. 2"o WATER SERVICE WATER SERVICE, REFER CIVIL DRAWINGS FOR SIZE CONTRACTOR SHALL CONNECT WATER LINE FROM THE BUILDING TO THE MAIN AT THIS POINT. REFER CIVIL DRAWINGS FOR SCOPE OF WORK & SPECIFICATION BEYOND THIS POINT. 1/2"0 CONDENSATE DRAIN. ROUTE IT TO THE NEAREST INDIRECT WASTE RECEPTOR/GREEN BELT. 1/2"0 CONDENSATE DRAIN. ROUTE IT TO THE NEAREST INDIRECT WASTE RECEPTOR. ALTERNATIVE BID. INSTANT TANKLESS ELECTRIC WATER HEATER "EEMAX" MODEL SP4208FC176. UNIT SHALL DELIVER 0.5 GPM OF HOT WATER AT A TEMPERATURE RISE OF 56° F, SUITABLE FOR 208/1/60 POWER SUPPLY, 4.1 KW REPLACEABLE HEATING ELEMENT. UNIT SHALL BE COMPLETE WITH 3/8"0 COMPRESSION TYPE INLET/OUTLET CONNECTIONS, INTEGRAL FLOW REGULATOR, FAUCET AERATOR, BRAIDED STAINLESS STEEL FLEXIBLE CONNECTOR 3/8"o C X 3/8"o C, 16" FAUCET SUPPLY. CONTRACTOR SHALL SUPPLY MULTIPLE CONNECTIONS ANLGE STOP VALVE TO CONNECT CW LINE TO THE SINK & TO THE INTANT ELECTRIC WATER HEATER ALONG WITH BRAIDED STAINLESS STEEL FLEXIBLE CONNECTORS REDUCER 4 5 W RE( •ARCHITRCTS -.r x r ir R r 0A s • PL A N N Z it S XCORPORATIND RICK GONZALEZ, A I.A. PRESIDENT AR-001 4172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mail*regarch.com 1%-"ORPORATION NUM 1 ��BER AA-000244r. ....... .... 1225 MAIN STREET SEBASTIAN 3;I. 401 PLUMBING PLAN TENNIS/ CONCESSIONS REVISIONS j NO. DATE 10-2 —03 SCALE AS S OWN DRAWN �SMA CHECKED IJMK REG No. ICE JOB NO. 2K303.17 OWNERSHIP AND USE OF THESE DOCUM NTS & SPECInCATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROP 'Ty' THE HE 1 THE ARCHITECT WHETHER THE PR:GJw7-,n MADE' FOR IS EXECUTED Of SHALL NOT BE USED BY THE OWNER OR ON OTHER PROJECTS OR FOR ADDITIONS THIS PROJECT BY OTHERS, EXCEPT BY AI G;R EN IN L WRITING AND WITH APPROPRIATE COMP TO THE ARCHITECT. olft It "amm"" qr% tiff -2 W ISSUED WNU SUBJECT TO REVISION pil 3 P2.1 HF H 1 \ IA HLAVEC� \ H WC / v H 1'% 1-1 /4'� .. . r XLAV \ i i r-- SAN ----- ------------- -- - 1 /4" = 1 ' - 0" 1-1 /4" ! to — — — — — — — — — — — — — — — — — — — — — — — I,Lo, .. — n1 li RESTROOMS WATER PLAN 7 1 /4" = 1 e — O» I O 4"0 PVC SCH 40 SANITARY SERVICE FROM REST ROOM O 6"0 PVC SCH 40 SANITARY SERVICE TO SEWER MAIN 3a CONTRACTOR SHALL CONNECT SANITARY LINE FROM THE RESTROOMS TO THE MAIN AT THIS POINT. REFER CIVIL DRAWINGS FOR SCOPE OF WORK & SPECIFICATION BEYOND THIS POINT. 4� 6"0 PVC SCH 40 SANITARY SERVICE FROM TENNIS/CONCESSIONS. 2"0 WATER SERVICE CONTRACTOR SHALL CONNECT WATER LINE FROM THE RESTROOMS TO THE MAIN AT THIS POINT. REFER CIVIL DRAWINGS FOR SCOPE OF WORK & SPECIFICATION BEYOND THIS POINT. O7 1-1 /2"0 UNDERGROUND WATER SERVICE LINE UPTO THE WALL. 8� HOSE BIBB SHALL BE EXPOSED, ANTI -SIPHON WALL FAUCET COMPLETE WITH HOSE CONNECTION BACKFLOW PREVENTOR, ALL BRONZE INTERIOR COMPONENTS, VANDAL RESISTANT OPERATING STEM, ROUGH BRONZE EXTERIOR & 3/4" MALE HOSE CONNECTION. UNIT SHALL BE ZURN MODEL Z1341-BFP WITH POLISHED CHROME FINISH & DUAL 1 /2" FEMALE SOLDER X 3/4" MALE SOLDER CONNECTION. •ARCHI`T CTS •INrsiRtloRS •P L A N N'R R S INCORPORArsD RICK G®NZALE , A.I.A. PRESIDENT AR-Q014172 120 S. DIXIE HIGHWAY,', SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659- 546 mailOregarch com CORPORATION UMBER AA-00 2447 ruD D 16 2013 1 b SUFFOLK CONSTRUCTIONl CO. -------------------- SEBASTIAN MUNICIPAL OKPLEX 1225 MAIN STREET SEBASTIAN FI. 33401 RESTROOMS PLUMBING PLANS REVISIONS NO. /SSU� DATE 10724-02 SCALE DRAWN CHECKED REG No. SHOWN SMA JMK ICE JOB NO. 4K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS do SPECIFICATIONS AS INSTRUMENTS OF SERttiCE ARE AND SHAH REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER''fOR OTHERS ON OTHER PROJECTS OR FOR A!)DBN)IIS TO THIS PROJECT BY OTHERS, EXCEPT N AGREEMENT IN WRITING ARID WITH APPROPRIATES COMPENSATION TO THE ARCHITECT. low Fox 1 ED Fi§ICIN 0 4- a� x 0 If a U V) 0 n a� -a 0 c- Q) a m 0 h r7 0 0 N N 0 +, 0 a a, n 0 0 I rl) 0 N N W W i Q i 0 n N cD w ry I 0 r7 N / 0 ry I V N Pa.1 r 1 P0.1 VTR WALL SLEEVE REFER CIVIL DRAWINGS FOR CONTINUATION VTR 2-WAY � CO 1-1 /2" 9 SK 3 co P0.1 DF 3 2 FD CO 3 \ -1 /2„ 7i2>> 1/2" TRAP PRIMER REFER CIVIL DRAWINGS FOR CONTINUATION 1 I� P0.1 0,® j REFER CIVIL DRAWINGS FOR CONTINUATION WFA a*I I n"T' , ✓�.�1 /2?0 WALL SLEEVE FINISH GRADE / 3/4"0 WHA TANKLESS WATER HEATER REFER CIVIL DRAWINGS FOR CONTINUATION I I., ';:F 3/8"o W, EXTERIOf N OTES (4) 1 /4"0 HOLES TO SECURE WALL BRACKET TO THE WALL. USE TAPCON, WEDGE ANCHOR OR BOLT INSERT AS REQUIRED. �2 (2) 1/2"0 HOLES TO SECURE WALL BRACKET TO THE WALL. USE TAPCON, WEDGE ANCHOR OR BOLT INSERT AS REQUIRED. {33 (3) 1 /4"0 HOLES TO SECURE UNIT TO THE WALL. USE TAPCON, WEDGE ANCHOR OR BOLT INSERT AS REQUIRED. ® DRAIN PIPE FURNISHED ALONG WITH THE EQUIPMENT. CONTRACTOR SHALL SUPPLY 1-1/2" TRAP & DRAIN PIPING BEYOND THIS POINT. PROVIDE DIELECTRIC FITTING TO CONNECT UNIT IN CASE OF METAL DRAIN PIPING. CONTRACTOR SHALL SUPPLY 3/8"0 BALL VALVE & 3/8"(NOM) COPPER PIPE TO CONNECT WATER SUPPLY TO THE UNIT'S NON-METALLIC STRAINER FURNISHED ALONG WITH THE EQUIPMENT. 2 WALL BRACKET BUBBLER I a � a J N TER' ` O wm=� I , I —�-j �-�--r ----- --� UNIT DRAIN i 4 i a 388 UNIT ELECTRICAL a WHA 1 / t1„o WHAYx 7 WALL HYDRANT-:,., I1" VENT WASTE R�E�G •AAc..SITBCTS •INrRA10RS I N C 0 A P 0 R A r R D RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mailOregarch.com CORPORATION NUMBER AA-0002447 FDEc 16 2003' SUF OLk CONSSTRIUC%710N CO. PLUMBING RISES f DAIGRAMS REVISIONS NO. eI 47 "� M 3 DATE 10-24-03 1 /2' 0 \. ll SHOWN � ANGLE STOP � , / G 1 /2��q, � `�J �2' 1 /2 0 SCALE AS >, (TYPICAL) \ ` I �,s1 3/4"0 3��>> 1 "7 i 1»� I 3/4„0 ,N DRAWN SMA T, I a , / CHECKED JMK G REFER CIVIL DRAWINGS FOR CONTINUATION REG NO. 1 /� 1-1/2" �1 0 , � = ICE JOB NO. 2K3013.17 OWNERSHIP E DOCUMENTS & SPECAPONSAS D EINSTRUMOF ENTS OF SERVICE ARE AND SWU THE ARCHITECT WHETH�THETMPROJEECCT TTHEYF ARE QFJi MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON 1 PROVIDE ACCESS PANEL IN CELING/WALL 1 �� OTHER PROJECTS OR FOR ADDITIONS TO THIS N PMIFrT RY ISTWM_ FYPFPT RY "FMFNT IN SUBJECT TO REVISION 31 ZON NG3 ANAL"�e f & TOTAL LOT SIZE Ph{, II 12.1 ACRES PERCENT 52,101ro SF COVER 5UILDING AREAS PSI. 11 TENN15/CONCE5510N5 1,350 SF 25ip RESTROOMS 1,350 S1= .25io LARGE }=AV. 10 0 5F MEDIUM PAV. 2 1,000 SF 2% .2i MEDIUM PAY. 41,000 SF .2io MEDIUM PAV, G 1,00 5F 2i� SMALL PAY, 9 4 00 SF TENNIS PAY. X & 110 5F EAGN. 600 SF .10% 514UFFLE5D. PAY. 400 SF '1% TOT LOT PAV. 110 SF 9020 SF 0% 11% IMPERVIOUS AfREA P446E 11 DRIVES s PARKING 30,150 5F F l% SIDEWALKS 20,230 SF 3.a% ALL BUILDINGS 9,020 SF 1.-1% COUF'.Ta 29,150 5F 5.5ia SU5TOTAL 8�,550 SF OPEN SPACE AREA 43a,526 SF a3io PARKING REQ, PROVIDED 20'-0" x 9'-0" ON 4&f=H,4LT P1-1, IC 14 LOADING AREA 2 2 HANDICAP 5TALL5 2 4 PARKS 2 SPACE5 f ER ACfi,E C 5 A(--FES) 10 FIELDS 20 SPACES PER FIELD x 1 20 TENNIS 2 SPACES PER GOUT x 4 8 TOTAL FHASE 11 FARKINP 42 53 TOTAL F'NASE 1 4 II 301 GONZALEZ, A.I.A. SIDENT AR-0014172 DIXIE HIGHWAY,. SUITE 201 T PALMBEACH )RID A 33401 (561)-650-2383 (561)-659-5546 CORPORATION DUMBER AA-0002447 CONSTRUCTION DOCUMENTS FOR: 1225 MAIN STREET SEBASTIAN Fl. MASTER SITE PLAN REVISIONS NO. 12-15-03 ISSUED FOR PRICING 12-24-03 ADDENDUM 1 5-14-04 ISSUED FOR PERmritNG SCALE AS SHOWN DRAWN JET OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT ;BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. SCALE: I " ® 40' 0 0 tU i! a u 0 0 a o, 0 x C 0 3 u �r 1� 0 3 t-+ tY t a w s y u 0 A O cy) O 't Y (U i W ! ('M r. O O OK d I' Q rT MEP SITE PLAN KEYED NOTES O RESTROOMS ARE PROVIDED WITH FULLY LOUVERED WINDOWS (3 X 2.25 = 6.75 SQ FT FREE AREA EACH) FOR NATURAL VENTILATION PER SECTION 1203.4.2 FBC, 5/8"0 CW LINE BELOW GRADE FOR GROUND HYDRANT. CONNECT TO THE WATER SERVICE RUNNING BY THE PAVILION. REFER CIVIL DRAWINGS FIR CONTINUATION. �3 YO DRAIN LINE FOR FOUNTAIN. PROVIDE VENT LOCATED IN THE SIDE WALL ENCLOSURE OF THE FOUNTAIN ITSELF & CONNECT THE LINE THROUGH ISOLATION VALVE TO THE STROM DRAIN CATCH BASIN LOCATED ON THE SOUTH WEST SIDE IN FRONT OF THE PHASE II PARKING AREA. VALVE SHALL BE LOCATED IN A FLUSH TO GRADE VALVE BOX WITH REMOVABLE LID. REFER CIVIL DRAWINGS FOR STROM DRAIN CATCH BASIN LOCATION. 3/4" CW LINE FOR FOUNTAIN. PROVIDE ISOLATION LOCATED IN A FLUSH TO GRADE VALVE BOX WITH REMOVABLE LID & CONNECT THE LINE TO CW MAIN RUNNING IN FRONT. REFER CIVIL DRAWINGS FOR CW LINE LINE LOCATION &c POINT OF CONNECTION. O POLE MOUNTED LIGHT FIXTURE(S) FOR PHASE 2 GRASS OVER FLOW PARKING. PRICE SAID FIXTURE(S) AS ADD ALTERN/ TE #1. PROVIDE ALL REQUIRED CIRCUITING AND CONTROLS IN BASE BID. POLE MOUNTED LIGHT FIXTURE(S) FOR THE PARK AREA. PRICE SAID FIXTURE(S) AS ADD ALTERNATE #2. PROVIDE ALL REQUIRED CIRCUITING AND CONTROLS AS. INDICATED IN BASE BID. 1. REFER TO PANELBOARD SCHEDULES FOR THE SIZE OF EACH ELECTRICAL CIRCUITS CONDUCTORS. ALL CIRCUITS ARE SIZED FOR A SPECIFIC VOLTAGE DROP AS INDICATED ON THE PANEL SCHEDULES. 2. REFER TO LIGHTING CONTACTOR DIAGRAMS ON DRAWING MEP1.2. -ARCHITECTS *INTERIORS • P L A N N E R S INC0RP0RATEII RICK GONZALEZ, A.I.A. PRESIDENT AR--0014172 120 S. DIXIE HIGHWAY, SUITE 201. WEST PALM BEACH FLORIDA, 33401 PH. (561) 659-2383 FAX: (561) 659-5546 mail Cregarch.com CORPORATION NUMBER AA-- 0002447 1225 MAIN STREET SEBASTIAN EL REVISIONS NO. 01 /29/04 1 PERMIT SET 5-14-04 DATE 10-24-03 SCALE AS SHOWN DRAWN DLD%SMA CHECKED JMK ICE JOB NO. 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 150 k Swinton Avow Detsy t roads 33A44 F�IWw :.r18� Fsx a SS '08-4 5 31 z PHOTO 1� PAVILION PAVILION PAVILION CELL LIGHTING LIGHTING LIGHTING L- _j PAVIUON PAVILION PAVILION PAVILION - LIGHTING UGHTING LIGHTING LIGHTING 0 A � H - - - C- 10, #2to #4 #5 #6 #7 - #8 -#9 #10 #11 -#12 Ld LLI L N cC� HAND-OFF AUTO � r `7 1 1- w Q w �C w SELECTOR SWITCH M - 1 I J ¢ CL ¢ (L x MOUNTED IN FRONT --I 1 -I OF CONTROL ENCLOSURE TIME CLOCK J CL MOUNT TIMER ADJACENT TO LIGHTING CONTACTOR CONTACTOR 30A, 208V WITH 120V COIL 5 UGHlING CONTACTOR LC-5A DIAGRAM - PAVILIONS EP1. (PHASE TWO PAVILIONS) SCALE: NONE F TO PAVILION CELL UGH7ING L- -- J PAVILION --- LIGHTING o _ I A O H #1 #2 -#3 -#4 -#5 #6 -#7 - #8 29 #10 #11 -#12 L c L HAND-OFF AUTO d w Q w Q w Q w << w SELECTOR SWITCH O a a IL a oir - MOUNTED IN FRONT ( (n d V) d 0 d (n < (n d OF CONTROL ENCLOSURE VTIME CLOCK MOUNT TIMER J U) 0 � 0 ADJACENT TO LIGHTING CONTACTOR CONTACTOR 30A, 208V WITH 120V COIL s LIGHTING CONTACTOR LC-5B DIAGRAM - PAVILION �TURE SE EP1. (PHASE THREE PAVILIONS) SCALE: NON �PNALT LKU.JA'f' v- EP1. PH 11 P 11 8 SB SB - CHIN O EP1. aATTIN B2 2 SETBACK SB AD t T. r CI O - O , I ADD ALTERNATE DP1�1-25,27,29 SCOizE ;=30X PH III P1-31,33 35L1 A PH f I ®UC�OUT ALUMINUM SB SLEACHERS PH II DPI-2 , 2,24 BASEBALL/ .� � SOFTBALL F='H (1 C2 EP . .,��� B1 PITCHING PH II SB L1�ID��UJ 1 t r SET5ACK �' DP1-14,16, 8 1 1 SOGCER OVERLA'i ° o I DP1-13,1 FIELD PH !I PH I I PH i l i LARCzE PH III �ATTINC� SB PAV. 1 PAVILION PA�' IS DP1-19,21 1 ADD ALT. ,5OFT5ALL DP1-8,10,12 FIELD LI�HTINS PH 11 PH III ADD ALT. PAv. #10 SB 1 TENNI,5 DP1-2,4,6 Z O P II S CO (0 S1 \ tQJAILIA 1Wu ASPHALT TURF # ` H 11 S O W,4LKUJA'I' PH II �B �' NNIS F' 111 II H ill TEN TEN PH III PI 1 3-1,3 P1 ui --- PAv. #g 3 c. 0 1 2 SB F'N bB - L3` 1 - JL RE -� fk 15 PH III SB PH f I 1 I I H{ I FUTURE TENNIS P V. #3 SB 1 3 1,23 cn PAVILION s6 WP 2 L _ NTAI CON 2 WP SB ff SIDE - PH 11 _ PH 11 -5,7 PAV. #� ND VOLE]=T5AL P fr S}p BALK PH Ifl P,qv #g TO PN 3-17, 9 11 2 L3 MEDIUM p} I I I L1- 1 1,23 SB B PAVILION TOT LOT o p OOMS 0 PN SMALL �T'CP.) o G2. P� MALT SHUFFLE 1 L1 SB ,27 1 BOARD PH 11 1=UTUR E5.1 PAVILION WALKWA'i 5�5µo� 1 MINI -PA S CELL IC T'rF.) o; SAI SA TOWER _ SB PARK o o � o®°o- o e m N �>= ill PH I I SB P I I 1 PHASE I I PAV. #2 PH III a PH. 11 { 2 01 - `" v SB OPTION PHA 1I *.� HA PHI } ti SB EXP. PH. I PA INCH t�1/ �RfG.::. DUMPSTER S1 N Pa I I CLUB r �Av" #I FUTUfRo00006 A ° � I PHA 11 4­ 53 S c� PH I1 i j ff x CLUE3 _ I I I 'SPACE OV RFL w PARKI I I S 1 E PH. ( I C) PH III # , M gt o t 1 PAv. 1 U r' SB '' 4 � PHASE III t� I 7 o, g SPACES E5.2 PARKING; u � I A PHALT 11 ®®®e o® 0 1 1 � o0000 oe00000em emo e°oo °000°o o®oo®o eemmmo m®®o®o®o { I o eoo 6 ooeoeeoee 1 PH. 1 "t,'�mt> FOR PROPOSED LIFT PHASE I PAR<111 x I ( I AS /A U7ILITT EASEMENT 0 _. ,.._--- PARKING � srarlox PF! I SITE 2 4t PA S 9 p ( I PHOTO LIGHTING ( r? o o e I aJ SITE ee ®®® oo °oo°00000eee meoo o a u O LIGHTING I I uA4 0 H -.- - - - Q o 0 0 o-------- -- eee e I P4 F #1 #2 -#3 -#4 -#5 #6 -#7 - #8 -09 #10 #11 -#12 � o�eoo 1 d w w w w °Demo o e e FU UR� ° OD L - J HAND-OFF AUTO O N w w w W Q W Q W ¢ W --ILL ®o ®o e moo ®o ~ EXeq ► Ljj SELECTOR SWITCH 1 a Of a a O a CL Q_ a_ a TUBE MOUNTED IN FRONT V) d d d d d L TIME CLOCK J OF CONTROL ENCLOSURE N n Q o- a a _ PANS ON - N ADOJACENT�TO V) V) V) 3 OTH RS UTURE OEM CONTACTOR LIGHTING CONTACTOR ❑ XfiAN✓10 30A, 208V WITH 120V COIL 0 In 7 LIGHTING CONTACTOR LC-6DIAGRAM - SITE LTG. 4 Q; EP1. (PHASE TWO PARKING) SCALE: NONE -01" Ij'jUN I Ti o C CULTURAL Q_ v, r a 1' - B'T OTHE S Ii 3 LIGHTING CONTACTOR C)) 25 _n 0 I- 22 -n PHOTO 30A, 208V WITH cj 8 Ly CELL 120V COIL Z ,>- r rr 1 r N - - 0 FLACa POLES LJ A H U ' FC #1 #2 #3 4 4 #5 #6 #7 #8 #9 #10 411 #12 '- -' L - --� KEYED NOTES: 1 o REFER TO LIGHTING CONTACTOR DIAGRAMS ON THIS Lo D-OFF AUTO TIME CLOCK #1 T D D D D D n DRAWING. 't SELECTOR SWITCH MOUNT TIMER DPI-3 DP1-4 m m m m rrnn m Y ADJACENT TO (Z) MECHANICALLY HELD LIGHTING CONTACTOR. SEE PNL MOUNTED IN FRONT CONTACTOR POLE 'A2' POLE 'At � � J of CONTROL ENCLOSURE SCHEDULE L3 FOR CIRCUIT FEEDING LTG CONTACTOR. �Ir8__N LIGHTING CONTACTOR LC-1A DIAGRAM - BALL FIELD 1 SITE PLAN - ELECTRICAL L3 WP JBOX WITH POWER CIRCUIT FOR FUTURE TENNIS SCALE: NONE EP1 -y 1'-60'-0" COURT LIGHTING EP1. O a n_ I a i SOFTBALL SOFTBALL , 1 LIGHTING I I LIGHTING i N SOFTBALL SOFTBALL N r � DP1-2,4,6 DPI-8,10,12 LIGHTING POLE 'Cl' LIGHTING - ��-" POLE 'Cl' SOFTBALL , SOFTBALL LIGHTING LIGHTING �'-O REG SOFTBALL I SOFTBALL LIGHTING LIGHTING -ARCHITECTS SOFTBALL DPI-14,16,18 SOFTBALL s POLE 'C2' LIGHTING POLE ' ,22,24 ,� N T ,' R I Q R ,S' LIGHTING �� POLEc2' pLA N N E R S SOFTBALL SOFTBALL INCORPORATED LIGHTING � LIGHTING � SOFTBALL SOFTBALL j LIGHTING � LIGHTING T11 SOFTBALL �OP1-13,15.17 SOFTBALLOPT-19,21,23 1 LIGHTING T (-- POLE '61' LIGHTING T POLE '81 SOFTBALLSOFTBALLLIGHTING LIGHTING SOFTBALL SOFTBALL LIGHTING w LIGHTING SOFTBALL DPI-25,27,29 SOFTBALL � �DPI-31,33,35 LIGHTING N POLE '62' LIGHTING T POLE '82' RICK GONZALEZ, A.I.A. � PHOSOFTBALL i SOFTBALL PRESIDENT AR-0014172 CELL J LIGHTING LIGHTING j 120 S. DIXIE HIGHWAY, SUITE 201 0 I I WEST PALM BEACH I A 0 H FLORIDA, 33401 (6'11) 659-2383 C � � LFAX: J .� (5) 659-5546 mail0ragarch.com L J HAND-OFF AUTO TIME CLOCK #2 MOUNT LIGHTING CONTACTOR 30A, LIGHTING CONTACTOR 30A, CORPORA $ION NUMBER SELECTOR SWITCH TIMER ADJACENT TO 208V WITH 120V COIL. 208V WITH 120V COIL. MOUNTED IN FRONT CONTACTOR A�,-0002447 OF CONTROL ENCLOSURE 1 LIGHTING CONTACTOR rLC-11 DIAGRAM - BALL FIELD EP1. SCALE: NONE F PHOTOPARK PARK PARK PARK PARK Nl_ CELL LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING L --' PARK PARK PARK PARK PARK --- LIGHTING LIGHTING LIGHTING LIGHTING LIGHTING 0 A H (- - - - L J C 101 #2 tOjJ410 0 #7 1 #8 #9 J#10 #11 -112 O I - - - A - SEBASfIAN HAND-OFF AUTO j� rn to � w SELECTOR SWITCH r7 t`. MOUNTED IN FRONT -i 1 -I ( -t 1 J 0_ `I IL d OF CONTROL ENCLOSURE TIME CLOCK r MOUNT TIMER LI J J J a. ADJACENT TO LIGHTING CONTACTOR CONTACTOR 30A, 208V WITH 120V COIL 2 LIGHTING CONTACTOR [LC-21 DIAGRAM - PARK EP1. SCALE: NONE PHOTO -I FOUNTAIN FOUNTAIN i CELL J LIGHTING LIGHTING t- FOUNTAIN FOUNTAIN LIGHTING LIGHTING 1 A0 H F_ --) - - - - C #1 #2 #3 #'F #5 #6 #7 #8 #9 #10 #11 #12 _uj_ L - JLi LIJ HAND-OFF AUTO tj CV Q w a w SELECTOR SWITCH N I N m Lu Q_ w a a d w MOUNTED IN FRONT (n <C V) .� V) 0_ OF CONTROL ENCLOSURE TIME CLOCK r- n- 0- Q. `L MOUNT TIMER J J V) 0- ADJACENT TO LIGHTING CONTACTOR CONTACTOR 30A, 208V WITH 120V COIL LIGHTING CONTACTOR [LC-31 DIAGRAM EP1.1.111 SCALE: NONE N SPARE I 1 SPARE SPARE o SPARE TENNIS I TENNIS �_�_ LIGHTING � LIGHTING 1 TENNIS I � L3-13,15 L3-29,31 TENNIS LIGHTING LIGHTING ��'� 1- 1ENNIS TENNIS Z_ LIGHTING � LIGHTING TENNIS L3-9,11 TENNIS L3-25,27 LIGHTING LIGHTING TENNIS_ TENNIS LIGHTING �LIGHTING � L3-5,7 �t L3-21,23 TENNIS TENNIS LIGHTING LIGHTING w MUNICIPAL COMPLIEX PARK 1225 MAIN STREET SEBASTIAN, FL 1 REVISIONS NO. 01 /29 /04 1 PERMIT SE 5-14-04 DATE 10-24-0% I SCALE i AS SHOWP DRAWN I DLD/SM� CHECKED JMM REG No. ICE JOB NO. 2K3013.1 OWNERSHIP AND USE SPECIFICATIONS AS, ARE AND SHAL". REMAIN ARCHITECT WHITHER MADE FOR IS I XECUTED NOT BE USED- BY OTHER PROJO IS OR PROJECT BY TIED$, WRITING AND KITH APPROPRIATE TO THE ARCHITECT. OF THESE DOCUMENTS do INSTRUMENTS OF SERVICE THE PROPERTY OF THE THE PROJECT THEY ARE OR NOT. THEY SHALL THE OWNER OR OTHERS ON FOR ADDITIONS TO THIS EXCEPT BY AGREEMENT IN COMPENSATION LIGHNNIS TENNIS TING F- -�-- LIGHTING PHOTO TENNIS ( L3-1,3 TENNIS L3-17,19 CELL LIGHTING � LIGHTING '�---`--I t---�-- 0 IA 0 H I c W-MO 1VATIONAL 0 ( comu N EWAM I IC Beadly R.R. 31 w lot L - J r HAND-OFF AUTO TIME CLOCK Fax 8 LIGHTING CONTACTOR LIGHTING CONTACTO SELECTOR SWITCH MOUNT TIMER 30p, 208V WITH 30A> 208V MOUNTED IN FRONT ADJACENT TO 120V COIL 120V OF CONTROL ENCLOSURE CONTACTOR EP1.2 /'7N LIGHTING CONTACTOR n r%-Ai DIAGRAM - TENNI C ! 31 EPi. i o= U 0 w3 Q a> L. x a 00 d- II ui a U U) 0 0 m c 0 �3 U m E 0 M d- 0 a N 0 a- m 3 .P U 0 0 r) 0 M 0 t I W 05 I M i 0 ry BLOCK WALL WITH --\ GYPSUM WALL BOARD AIR FLOW W►' 11 PTAC Fm BLOCK WALL WITH — GYPSUM WALL BOARD EXTERIOR FINISH �-- 2j"(5/8" MINIMUM) e ( ✓ GRILLE STEEL COLUMN--/ FURRING, IF ANY _j WALL SLEEVE - FINISH FLOOR 24" 4" T 2 �. 1' DRAlN4ONDENSATE— — PROVIDE INSULATION — _ = 11= �:1=f 11=1 I I•=1 { 1=1 I I -I! !•=1 I 1=1 11= =I I IE I I=1 I I=1 I I=f I IE 11 =11 I I I I =1 11=1 11= I I-1 11=1 I l-i 11=1 \-GRADE/ GRADE (*} PROVIDE FIELD FABRICATED FRONT SUPPORTS BELOW THE WALL SLEEVE IF SLEEVE EXTENDS 4" OR ABOVE IN SIDE THE ROOM. MINIMUM 1/2" IS REQUIRED. NOTES Q WALL SLEEVE SHALL BE INSTALLED LEVELLED FROM SIDE TO SIDE & FRONT TO BACK. PROVIDE 42-1 /8"X16-1 /4" WALL OPENING & SECURE WALL SLEEVE THROUGH (2)1/4-0 G/S STUD BOLTS, AS INDICATED, ON EACH SIDE TO THE STEEL COUMNS. BLOCK MASONRY ON OTHER SIDE OF EACH COULUMN SHALL BE FINISHED AFTER SECURING THE WALL SLEEVE. FILL SPACE BETWEEN BLOCK MASONRY & WALL SLEEVE WITH LATEX FOAM INSULATING SEALANT, DAPTEX # 18826. FINISH INSIDE/OUTSIDE OPENINGS WITH VINYLE SPACKING CAULK, DAPTEX # 12132 & PAINT TO MATCH WALL COLOR. U2 PROVIDE 24" CLEARAN ,'E IN FRONT OF THE UNIT & 36" ALL AROUND ON THE OUTSIDE FROM THE CEATER OF THE WALL SLEEVE. Alt 1 /4" = 1'-O" G. D WOOD NAILER ED WALL ROOF CAP COUNTER FLASHING ROOF CURB CANT STRIP ;. FLASHING-\ ; [",\KINSULATI '111 METAL DECK STEEL BAR JOIST FLAT ROOF CAP ON ROOF CURB PITCHED ROOF WEIGH KEYED NOTES 18X8 EXHAUST AIR DUCT UPTO HOODED WALL CAP. 2 ADD ALTERNATIVE # 3 1. DELETE THE REQUIREMENT OF EF-1 ALONG WITH ALL ASSOCIATED DUCT, CONTROLS ETC. 2. PROVIDE/INSTALL PTAC-2 UNIT. 1 EXHAUST AIR DUCTWORK SHALL BE GALVANIZED STEEL SHEETMETAL WITH SEALED SEAMS & JOINTS. CONTRACTOR SHALL PROVIDE ALL NECESSARY ACCESSORIES SUCH AS THREADED RODS, DUCT SUPPORTS, HANGERS ETC FOR A COMPLETE INSTALLATION. DUCT SHALL BE CONSTRUCTED & INSTALLED AS PER LATEST EDITION OF SMACNA "DUCT CONSTRUCTION STANDARDS". WOOD TRUSS STEEL BAR JOIST G/S ANGLE CLI LING �/S THREADED zoo DISCHARGE ALTERNATIVE HOODED WALL CAP PROVIDE 1 /4" THICK X 1" WIDE NEOPRENE GASKET STUCK TO THE PERIMETER OF THE CAP THROUGH ALL PURPOSE WATER RESISTANT CONSTRUCTION ADHESIVE GE # 44055, HEAVY DUCT. SECURE CAP TO THE WALL/ROOF WITH APPROPRIATE NUMBER OF TAPCON/WOODEN SCREW. CAULK CORNERS WITH VINYLE SPACKING CAULK, DEPTEX # 12132 & PAINT TO MATCH WALL/ROOF COLOR. Q PROVIDE 1 "X1 "X1 /8" THICK G/S WELDED ANGLE FRAME SECURE TO THE DUCT. PROVIDE 1 /4" THICK X 1" WIDE NEOPRENE GASKET STUCK TO THE PERIMETER OF THE FRAME THROUGH ALL PURPOSE WATER RESISTANT CONSTRUCTION ADHESIVE GE # 44055, HEAVY DUCT. SECURE FRAME TO THE WALL/ROOF WITH APPROPRIATE NUMBER OF TAPCON/WOODEN SCREW. CAULK CORNERS WITH SEALANT. E/A DUCT 3 CEILING FAN DETAIL M1.1 N.T.S. MOUNTING BRACKET CONCTRETE ROOF ... EILING FAN FILTER - CEILING FAN GRILLE NEOPRENE VIBRATION ISOLATOR RFn sARCHITECTS ® I N T E R I O R S o P .L A .Ni' N E R ,S INC&RPORATED RICK GOONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WIST PALM BEACH fI-ORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mai�@reaarch.com CORPORATION NUMBER AA-0002447 1225 MAIN STREET SEBASTiIAN FI. 33401 TENNIS/CONCESSIONS MECH. LAN �-- REVISIONS I NO. PERMIT SET 5-14-04 I DATE 10-24-0% SCALE AS SHOW DRAWN SM) CHECKED JMI' REG No. ICE JOBj NO. 21-3013.1 OWNERSHIP AN USE OF THESE DOCUMENTS & SPECIFICATIONS, AS INSTRUMENTS OF SERVICE ARE AND SHALE REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS ECUTED OR NOT. THEY SHALL NOT BE USED ,BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 1 I I Fd"1111101VAL L1lNG ENGINEERS INC 50 N So*" Avmw yam. Fox a 561VU-OM — 1.1 31 V a� a L x c 0 N 3 u E C5 0 N a - a In o� Q a ttJ i y u O Q i M 0 M C) It ^y I Vw 0i 1 M 0 i C✓ 0_ i N TAG SERVICE MAKE MODEL AIR FLOW ON COIL OFF COIL CFM DB/WB DB/WB # LOW HIGH O/A °F -F PTAC-1 TENNIS CTR CARRIER 52CE212-3 270 350 50 80-/67" 56.3"/55.2 PTAC-2(*) ICON CESSION Si CARRIER 152CE212-31 270 1 350 150 1 80'/67° 156.3'/55.4 miam• -111V COOLING HEATING DEHUMIDIFICATION FAN DATA COMPRESSOR ELECTRICAL EER PHYSICAL CAPACITY CAPACITY CAPACITY DATA DATA DATA TMBH SMBH MBH KW PINTS/HR HP FLA TON FLA V/PH/HZ MCA MOCP DIMENSIONS (INCH) WEIGHT (LBS) 12.5 9.0 6.4 2.3 3.1 1 /8 0.75 1.0 4.85 208/1 /60 13.3 15.0 10.1 42 X 16 X 22-1/4 140 NOTES 1,2,3,4,5,6,7 12.5 1 9.0 1 6.4 1 2.3 1 3.1 1 1/8 1 0.75 I 1.0 14.85 1208/1/60113.3 1 15.0 1 10.1 142 X 16 X 22-1/4 140 11,2,3,4,5,6,7 {) ALTERNATIVE BID. BASE BID INCLUDES MECHANICAL VENTILATION ONLY. NOTES 1. CARRIER IS THE BASIS OF DESIGN. 2. PROVIDE WALL THERMOSTAT CONTROL OPTION WITH CORROSION PROTECTION OPTION FOR COASTAL ENVOIRMENTS. 3. PROVIDE INSULATED STANDARD METAL WALL SLEEVE. 4. PROVIDE ALUMINUM ARCHITECTURAL OUTDOOR GRILLE (COLOR SHALL BE APPROVED BY THE ARCHITECT). 5. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT. 6. CONDENSATE DRAIN KIT. 7. STANDARD UNIT SHALL INCLUDE REMOVABLE FRONT PANEL, TWO-PIECE LIFETIME INDOOR FILTER, WASHABLE FRESH AIR FILTER, BI-DIRECTIONAL DISCHARGE GRILLE, BI-MOULDED CONDENSER SHROUD, TEMPERATURE LIMITER & CONTROL KNOB, OUTDOOR AIR VENT CONTROL, FAN CYCLE SWITCH FOR BOTH CONTINOUS FAN OPERATION & FAN CYCLING WITH COMPRESSOR, SEAMLESS BASEPAN, CONDENSATE DRAIN VALVE, AND CONDENSATE REMOVAL SYSTEM. EXHAUST FAN SCHEDULE MARK SELECTION SERVICE CFM TSP IN WG RPM MOTOR DATA DRIVE SONES WEIGHT (LBS) ROOF OPENING REMARKS MAKE MODEL WATTS RPM VOLT PH EF-1(*) GREENHECK SP-A105O CONCESSIONS 500 0.25 732 420 1,095 208 1 DIRECT 2.3 56 NA SEE NOTES EF-2 GREENHECK SP-A125 STORAGE 100 0.25 1,072 53 1,100 115 1 DIRECT 1.7 15 NA SEE NOTES EF-3 GREENHECK SP-A90 ELECTRICAL RM 50 0.25 856 29 900 115 1 DIRECT 2.3 15 NA SEE NOTES * BASE BID. ALTERNATIVE BID SHALL INCLUDE AIR CONDITIONING SYSTEM. NOTES: 1. PROVIDE MOTOR WITH THERMAL OVERLOAD PROTECTION. 2. PROVIDE DISCONNECT SWITCH. 3. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. 4. PROVIDE MODEL F-210 / F-260 FILTER FOR METAL GRILLE. 5. PROVIDE SOLID STATE SPEED CONTROL TO ACHIEVE DUTY POINT. 6. PROVIDE LIGHT DUTY LINE VOLTAGE THERMOSTAT, SWITCH SPDT, TEMPERATURE DIFFERENTIAL 27, TEMPERATURE RANGE 35/95-F, FULL LOAD CURRENT 4A 0 208VAC (8A 0 120VAC), HONEYWELL MODEL T651 A2028 SET TO ENERGISED FAN AT 807. 7. PROVIDE HOODED WALL CAP MODEL WC-18X8 WITH BUILT IN BIRDSCREEN & DAMPER FOR EF-1. 8. PROVIDE HANGING VIBRATION ISOLATORS KIT WITH NEOPRENE MOUNTS. 9. PROVIDE HOODED WALL CAP MODEL WC-1OX3 WITH ,BUILT IN BIRDSCREEN & DAMPER FOR EF-2. 7. PROVIDE HOODED WALL CAP MODEL WC-6 WITH BUILT IN BIRDSCREEN & DAMPER FOR EF-3. OCCUPANCY INTERMITTENT O.A. VENTILATION REQ'D O.A. AREA (# OF PEOPLE) OCCUPANCY (CFM PER PERSON) VENTILATION TOTAL O.A. SUPPLIED (# OF WC/UR) FACTOR (*) (CFM PER WC/UR) (CFM) (CFM) ASSOCIATED EQUIPMENT TAG TENNIS CENTER 2 - 20 40 50 PTAC-1 CONCESSIONS 2 - 20 40 500 EF-1 RESTROOMS (WOMEN) 4 - 50 200 ** ** RESTROOMS (MEN) 4 - 50 200 ** ** NOTE: * ASHRAE 62-1989 ALLOWS "WHERE PEAK OCCUPANCIES OF LESS THAN THREE HOURS DURATION OCCUR, THE OUTDOOR AIR FLOW RATE MAY BE DETERMINED ON THE BASIS OF AVERAGE OCCUPANCY FOR BUILDING FOR THE DURATION OF OPERATION OF THE SYSTEM, PROVIDED THE AVERAGE OCCUPANCY USED IS NOT LESS THAN ONE - HALF THE MAXIMUM. ** NATURAL VENTILATION THROUGH FULLY LOUVERED WINDOWS ( 3 X 2.25 = 6.75 SQ FT OPEN AREA) PER SECTION 1203.4.2 OF FLORIDA BUILDING CODE. Y DRAVI GS RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DI IE HIGHWAY, SUITE 201 WST PALM BEACH FLORIDA, 33401 PH:�(561) 659-2383 FAX: (561) 659-5546 mail@regarch.com CORPORATION iii • • 1225 MAIN STREET SEBAS 'IAN FI. HVAC SCHEDULES PERMIT SET 5-14-04 DATE I 10-24-03 SCALE AS SHOWN DRAWN SMA CHECKED JMK REG No. OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHAM REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY C THERS, EXCEPT BY AGREEMENT IN WRITING AND I lITH APPROPRIATE COMPENSATION TO THE ARCHf ECT. A c 0 3 u 51 pa d 0 0 v- 0 0 d' 0 L0 v 0 ,all m 0 w i u 0 A I r� 0 c�a 0 rr cu i i LD w I (y) 0 a Q EmmuffiammugffWe, WALL MOUNTED CEILING MOUNTED FLUORESCENT LIGHTING FIXTURE, O A - DENOTES TYPE b A b - DENOTES SWITCH DESIGNATION EMERGENCY FLUORESCENT LIGHTING FIXTURE, NL E A - DENOTES TYPE A E - DENOTES EMERGENCY BATTERY PACK NL - DENOTES NIGHT LIGHT A DUAL SWITCHED LIGHTING FIXTURE, A - DENOTES TYPE b a - DENOTES SWITCH DESIGNATION b - DENOTES SWITCH DESIGNATION �A FLUORESCENT ONE BY FOUR LIGHTING FIXTURE, A A STRIP FLUORESCENT LIGHTING FIXTURE, I TRACK LIGHTING SS —A )�A LIGHTING FIXTURE OA A EMERGENCY LIGHTING FIXTURE XA cp E EMERGENCY LIGHTING, SELF CONTAINED Y3 E BATTERY PACK. Y E EMERGENCY LIGHTING REMOTE HEAD y X1 ,2 EXIT LIGHT WITH ARROW, LETTER DENOTES TYPE X1 - SINGLE FACE -' (I)X1 X2 T X2 - DOUBLE FACE INTERIOR I AN I E #8, #10 #8 DENOTES PHASE AND NEUTRAL IF APPLICABLE #10 DENOTES GROUNDING CONDUCTOR SIZE e CONDUIT CONCEALED IN WALL OR CEILING TIC MARKS INDICATE NUMBER OF WIRES. FROM LEFT TO RIGHT: SWITCH LEG, PHASES, NEUTRAL AND GROUND CONDUIT, EXPOSED HOMERUN TO PANEL (PANEL LA CIRCUITS 2,4 LA-2,4 INDICATED) JUNCTION BOX, SURFACE MOUNTED P P - POWER C - CEILING D - DATA H - HUB T - TELEPHONE f"QO JUNCTION BOX, WALL MOUNTED FLUSH ® PULL BOX ----- CONDUIT SEAL OFF [ CONDUIT WITH END CAPPED o---- CONDUIT UP C CONDUIT DOWN ! I WALL MOUNTED CEILING MOUNTED E3 FIRE ALARM CONTROL PANEL (FACP) FAA FIRE ALARM ANNUNCIATOR PANEL (FAA) RTi) REMOTE TEST UNIT []F FIRE ALARM MANUAL STATION 04 FIRE ALARM HORN/STROBE LIGHT D4 FIRE ALARM HORN FIRE ALARM BELL DOOR HOLDER r�:•C FIRE ALARM STROBE LIGHT SMOKE DETECTOR BEAM SMOKE DETECTOR DUCT MOUNTED SMOKE DETECTOR QS S - SUPPLY .R - RETURN ULTRAVIOLET DETECTOR HEAT DETECTOR ®F F - FIXED TEMPERATURE R - RATE OF RISE RF - COMBINATION RATE OF RISE AND FIXED TEMPERATURE TAMPER SWITCH TS FLOW SWITCH FS INTERIOR POWER -EQUIPMENT AND DEVICES WALL MOUNTED FLOOR MOUNTED tir DUPLEX] EP - EXPLOSION PROOF G - GROUND FAULT INTERUPT IG - ISOLATED GROUND A - ABOVE COUNTER TOP D - DEDICATED C - CLEAN POWER E - EMERGENCY 10, QUADRAPLEX RECEPTACLE ME 6-60 SPECIAL PURPOSE SINGLE RECEPTACLE WITH FM NEMA DESIGNATION 13 53 MULTI -OUTLET SURFACE RACEWAY, SIZE AND NUMBER OF RECEPTACLES AS SCHEDULED, NUMBER INDICATES CIRCUIT. $3 WALL SWITCH 120-277 VOLT, 20 AMP, SINGLE POLE SUBSCRIPT DENOTES THE FOLLOWING: 2 - DOUBLE POLE 3 - 3 WAY 4-4WAY HP -- MOTOR RATED SWITCH K - KEY OPERATED L - LOW `VOLTAGE M - MOTION DETECTOR P - PILOT LIGHT D - DIMMER V - VOLUME CONTROL MOTOR CONNECTION (5 HP INDICATED) --�-- PANELBOARD, SURFACE MOUNTED PANELBOARD, RECESSED ® SWITCHBOARD ® TRANSFORMER - WIREWAY -Ba---ate- CABLE TRAY �-r PLUG IN OR FEEDER BUS +-� WALL MOUNTED SINGLE FACE CLOCK D D - DOUBLE FACE CLOCK [] r PUSHBUTTON STATION, 1, 2, 3 BUTTONS GENERATOR SET ® AUTOMATIC TRANSFER SWITCH [Di DISCONNECT SWITCH /3Q-15RK5/3R NEMA DESIGNATION FUSE SIZE, UL CLASS (NF INDICATES NON -FUSED TYPE) SWITCH AMP RATING NUMBER OF POLES �3f100-22K/3R ENCLOSED CIRCUIT BREAKER L I NEMA DESIGNATION AIC RATING TRIP RATING (AMPS) NUMBER OF POLES 3f®R MOTOR CONTROLLER NOTATION WHEN OTHER THAN ACROSS THE LINE RVA - REDUCED VOLTAGE AUTO TRANSFORMER RVR - REDUCED VOLTAGE PRIMARY RESISTOR RVW - REDUCED VOLTAGE Y/DELTA RVP - REDUCED VOLTAGE PART WINDING R - REVERSIBLE 1 INDICATES STARTER NEMA SIZE 3 INDICATES NUMBER OF POLES Ep COMBINATION STARTER 3/1 /60-30RK5/3R I NEMA DESIGNATION FUSE SIZE, UL CLASS SWITCH AMP RATING STARTER NEMA SIZE NUMBER OF POLES NEW EXISTING ® 35/3 POLE, LENGTH AND CLASS AS INDICATED 0 •-� POLE MOUNTED LIGHT FIXTURE .� $-20{ DOWN GUY -NOTED AS 8000 POUND STRENGTH, 8M-20� ANCHOR AT 20 FEET FROM POLE 3-25 �`® TAT TRANSFORMER BANK POLE MOUNTED, 3-25 SHOWN AS 3 PHASE, 25kVA V©V 25 SINGLE PHASE TRANSFORMER, POLE MOUNTED 25 SHOWN AS 25kVA ®100 PAD MOUNTED TRANSFORMER, T SHOWN AS 100kVA 100 ® DISCONNECT SWITCH, GANG OPERATED ri 4 AUTOMATIC CIRCUIT RECLOSURE (�)w GROUND ROD 024 LIGHTNING ROD, SHOWN AS 24" HIGH 860/2 MAST TYPE LIGHTNING PROTECTION SYSTEM, SHOWN AS 60' CLASS, 2 POLE 0-0 LIGHTNING ROD ON POLE FOR SEPARATELY 0-0 MOUNTED LIGHTNING PROTECTION SYSTEM MANHOLE EMH EMH - ELECTRICAL, TMH - TELEPHONE CMH - COMMUNICATIONS 4-#6 4160V OHP OVERHEAD PRIMARY, SHOWN AS 4-#6 EOP CONDUCTORS, 4160 V UNDERGROUND PRIMARY EUP UP OVERHEAD SECONDARY EOS OS UNDERGROUND SECONDARY EUS US UNDERGROUND TELEPHONE CONDUIT EUT UT OVERHEAD TELEPHONE EOT OT UNDERGROUND COMMUNICATION EUC UC UNDERGROUND FIBER OPTIC EUF OF BURIED GROUND WIRE EBG BG �- — G -- — GROUND WIRE EXPOSED -- — EG — ®- — ROOF CONDUCTOR EG G GROUND CONNECTION OR EQUIPMENT BOND --�--�� ONE -LINE --�-- POTENTIAL TRANSFORMER CIRCUIT BREAKER Is SURGE SUPPRESSOR --�f---�}- DRAW OUT CIRCUIT BREAKER --I I-- CONTACT NORMAL OPEN DRAW OUT FUSE - CONTACT NORMAL CLOSED RELAY --�-- FUSE GROUND CURRENT TRANSFORMER DISCONNECT SWITCH �^ TRANSFORMER = �-iLT1- DISCONNECT SWITCH WITH FUSE ° ° 0 AUTOMATIC TRANSFER SWITCH —° 0 I° LIGHTNING ARRESTOR ACT ABOVE COUNTER TOP AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AMP AMPERES AL ALUMINUM AHU AIR HANDLING UNIT BLDG BUILDING CKT CIRCUIT C CONDUIT CONN CONNECTION COND CONDUCTOR CU COPPER DET DETAIL DN DOWN DISC DISCONNECT DP DISTRIBUTION PANEL EA EACH ELEC ELECTRICAL EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NON-METALLIC TUBING EP EXPLOSIONPROOF EWC ELECTRICAL WATER COOLER F FUSE FLA FULL LOAD AMPS FLEX FLEXIBLE FLR FLOOR FLUOR FLUORESCENT GND GROUND GALV GALVANIZED GFI GROUND FAULT INTERRUPT HID HIGH INTENSITY DISCHARGE HP HORSE POWER H HEIGHT IAW IN ACCORDANCE WITH IDF INTERMEDIATE DISTRIBUTION FRAME IG ISOLATED GROUND INC INCANDESCENT IN INCH IMT INTERMEDIATE METAL CONDUIT JB JUNCTION BOX KCM 1000 CIRCULAR MILS KVA KILOVOLT AMPS KVAR KILOVOLT AMPS REACTIVE KW KILOWATT KWH KILOWATT HOUR LA LIGHTNING ARRESTOR LTG LIGHTING LV LOW VOLTAGE MAX MAXIMUM MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MDF MAIN DISTRIBUTION FRAME MDP MAIN DISTRIBUTION PANEL MECH MECHANICAL MFG MANUFACTURER MG MOTOR GENERATOR MH MANHOLE, METAL HALIDE, MOUNTING HEIGHT MIC MICROPHONE MIN MINIMUM MLO MAIN LUGS ONLY MTD MOUNTED N/A NOT APPLICABLE NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NTS NOT TO SCALE NO NORMALLY OPEN, NUMBER PB PULL BOX, PUSH BUTTON PH PHASE PNL PANEL POC POINT OF CONNECTION PS PULL SWITCH PVC POLYVINYL CHLORIDE QTY QUANTITY RCPT RECEPTACLE RGS RIGID GALVANIZED STEEL SCH SCHEDULE SQ FT SQUARE FOOT SW SWITCH SYS SYSTEM TEL TELEPHONE TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM TYP TYPICAL UH UNIT HEATER UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTABLE POWER SUPPLY V VOLTAGE W WIRE W/ WITH W/0 WITHOUT WP WEATHERPROOF WT WEIGHT REF REFERENCE, REFER XFMR TRANSFORMER !SCELLANEOUS NOTE CALL OUT SECTION CUT -- INDICATES DIRECTION SECTION IS TAKEN E2 SECTION IDENTIFICATION NUMBER NUMBER OF SHEET ON WHICH SECTION IS DRAWN RICK GON ALEZ, A.I.A. PRESIDENT AR--0014172 120 S. DIXIE HI HWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mail@regarch.com O.R i . A •is2447 SEBAST AN MUNICIPAL PARK L X 1225 MAIN STREET SEBASTIAN FLORIDA .a,. REVISIONS �* 0 i SCALE NONE DRAWN DLD CHECKED JMK REG No. 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPrPRIATE COMPENSATION TO THE ARCHITECT. II 31 m OD d u 0 +' 0 n o, 0 x c 0 _3 u as E d m cp r. �r 0 N <t In a� 0 A m 0 w s y u 0 I M 0 y I i w cy I M 0 i o_ i i IV ��W � W199 1. SEQUENCING AND SCHEDULING: COORDINATE INSTALLATION OF ELECTRICAL EQUIPMENT, COMPONENTS AND MATERIAL WITH OTHER BLDG COMPONENTS AND OTHER TRADES. REFER ARCHITECTURAL DRAWINGS FOR LIST OF ADD AND DEDUCT ATERNATES 2. CLEANING: THOROUGHLY CLEAN THE ELECTRICAL EQUIPMENT AND ASSOCIATED ELECTRICAL MATERIAL BEFORE ENERGIZING END TESTING OF ANY PART OF THE ELECTRICAL SYSTEM 3. STORAGE: STORE LIGHT FIXTURES IN ORIGINAL WRAPPINGS IN A CLEAN DRY SPACE. PROTECT FROM WEATHER, FIRE, FUMES, WATER, CONSTRUCTION DEBRIS AND DAMAGE, DO NOT INSTALL DAMAGED FIXTURES OR COMPONENTS. 4. CODE COMPLIANCE: COMPLY WITH THE APPLICABLE REQUIREMENT OF THE LATEST EDITION OF THE NAPA AND ALL FEDERAL, STATE, AND LOCAL CODES AND ORDINANCES 5. DOCUMENT. INFORMATION SHOWN ON THESE DOCUMENTS IS DIAGRAMMATIC IN NATURE. FIELD VERIFY ELECTRICAL CIRCUIT HOME RUNS TO ALL ITEMS SCHEDULED FOR DEMOLITION AND PERFORM THE WORK AS INTENDED AND DEPICTED ON THE DRAWINGS. DO NOT SCALE THE DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. CONDUIT IS SHOWN DIAGRAMMATICALLY. DETERMINE EXACT ROUTING IN FIELD. 6. TESTS: AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE TO DEMONSTRATE THAT THE SYSTEM OPERATES.. TEST ALL EQUIPMENT AND SYSTEMS INSTALLED OR MODIFIED UNDER THIS PROJECT AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE OWNER OR HIS REPRESENTATIVE 7. INSTALLATION: THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM, AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. 8. SUBMITTALS: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH LIGHTING FIXTURES, POWER DISTRIBUTION PANELS, AND WIRING DEVICES. 9. CEILING TYPE: VERIFY CEILING TYPE WITH ARCHITECTURAL DRAWINGS AND PROVIDE REQUIRED HARDWARE AND MOUNTING BRACKETS AS NEEDED AND RECOMMENDED BY THE LIGHTING FIXTURES MANUFACTURER 10. DETAIL: IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF 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 PLACED IN PROPER WORKING ORDER. 11. COMPLETE SYSTEM (S): ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE NEC. OR LOCAL CODES. 12. PERFORMANCE OF WORK: A LICENSED ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. 13. GUARANTEED: CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 14. CORRECTION OF ANY DEFECTS: SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION. 15. INSURANCE: ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 16. PERMIT AND INSPECTION FEES: CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. 17. STORAGE: STORE EQUIPMENT IN A DRY, CLEAN, AND PROTECTED AREA. NOTIFY OWNER WHEN ITEMS ARE READY TO BR REMOVED. 18. POWER OUTAGE: PRE SCHEDULE POWER INTERRUPTION WITH OWNER. GIVE OWNER 48 HOURS NOTICE PRIOR TO DISCONNECTING POWER TO ANY PORTION OF THE BUILDING AND MAKE ARRANGEMENT TO MAINTAIN POWER TO ALL CRITICAL EQUIPMENT AS NEED AND REQUESTED BY OWNER 19. SITE VISIT: VISIT THE SITE AND BECOME FULLY INFORMED AS TO EXISTING CONDITIONS AT THE SITE. NEITHER THE OWNER NOR THE A/E MAKES ANY REPRESENTATION WARRANTY AS TO SITE CONDITIONS. BECOME FAMILIAR WITH THE NATURE AND EXTENT OF WORK TO BE PERFORMED AND LOCAL/EXISTING CONDITIONS THAT MAY AFFECT WORK. 21. CUTTING AND PATCHING: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. ALL REPAIRS TO FINISH SHALL BE OF LIKE KIND, COLOR AND QUALITY AS EXISTING. STRUCTURE MEMBERS SHALL NOT BE CUT UNTIL APPROVED BY THE ARCHITECT AND BUILDING OWNER. 22. LIGHTING FIXTURES: LIGHTING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS, AND SHALL BE INSTALLED COMPLETE WITH LAMPS. PROVIDE ELECTRONIC BALLAST FOR ALL FLUORESCENT FIXTURES. 23. LIGHTING CONTROLS: SWITCHES AS RE{�UIRED TO PROVIDE ALL SYSTEMS IN COMPLETE AND OPERATING CONDITION. 24. FLUORESCENT LAMPS: T8 LAMPS SHALL BE WARM WHITE, 4000K UNLESS OTHERWISE NOTED. 25. COMPACT FLUORESCENT LAMPS: 2700K UNLESS OTHERWISE NOTED. 26. NEMA CONFIGURATION: COORDINATE NEMA CONFIGURATION FOR SPECIAL PURPOSE RECEPTACLES WITH EQUIPMENT SUPPLIER. 27. CONDUITS: WHERE ELECTRICAL CONDUIT IS EXPOSED, APPLY IDENTIFICATION ON CONDUIT AND J- BOXES. 28. EMPTY CONDUITS: PROVIDE PULL STRING IN ALL EMPTY CONDUITS. 29. MECHANICAL EQUIPMENT: COORDINATE MECHANICAL EQUIPMENT LOCATION WITH MECHANICAL CONTRACTOR AND VERIFY MECHANICAL EQUIPMENT DISCONNECT, STARTER AND FUSE SIZES WITH MANUFACTURERS REQUIREMENTS AND ADJUST ACCORDINGLY. 30. MOTOR STARTER: ALL MOTORS WILL BE PROVIDED WITH MOTOR STARTER WHETHER OR NOT INDICATED ON THE DRAWINGS. COORDINATE WITH OTHER TRADES. 31. COORDINATION: COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS. 32. EXCEPT WHERE OTHERWISE SPECIFICALLY INDICATED ON THE DRAWINGS BY "FUTURE "BY OTHERS", OR BY A SIMILAR NOTATION, IT IS THE INTENT THAT THE CONTRACTOR FURNISHES ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS NECESSARY TO PROVIDE ALL SYSTEMS IN COMPLETE AND OPERATING CONDITION, 33. SUBSTITUTION: FURNISH MATERIALS AND EQUIPMENT AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS' LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 34. EQUIPMENT LABELS/LISTING: MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEARS ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA AND IECE. 35. GROUNDING: COPPER WIRE EQUIPMENT GROUNDING CONDUCTOR (S), SIZED IN ACCORDANCE WITH NEC ARTICLE 250, AND SHALL BE PROVIDED IN ALL RACEWAYS AS REQUIRED BY THE NEC. 36. CONDUCTORS: CONDUCTORS SHALL BE COPPER. POWER, LIGHTING AND GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG. 600-VOLT INSULATED CONDUCTORS FOR USE IN RACEWAYS SHALL BE TYPE THHN OR THWN. PAY ATTENTION TO THE LUGS TEMPERATURE RATING AND PROVIDE COMPARABLE WIRE TEMPERATURE RATING. 37. ELECTRICAL FEEDERS: UNDER NO CIRCUMSTANCES SHALL FEEDERS BE SPLICED. CONTRACTOR TO MAKE SURE THAT THE SPECIFIED FEEDER SIZE WILL FIT IN THE CONDUIT PRIOR TO INSTALLING THE CONDUIT AND REPORT ANY DISCREPANCY TO ENGINEER, 38. MECHANICAL SPLICES: USE COMPRESSION TYPE FOR CONDUCTORS LARGER THAN # 10 AWG. USE WIRE -NUT TYPE SPRING CONNECTORS FOR CONDUCTORS #10 AWG AND SMALLER 39. CONDUITS: INSTALL CONDUITS WITH RUNS PARALLEL OR PERPENDICULAR TO WALLS, STRUCTURE MEMBERS OR INTERSECTIONS OF VERTICAL PLANES AND CEILING, WITH RIGHT ANGLE TURNS CONSISTING OF SYMMETRICAL BENDS OR PULLBOX. DO NOT EXCEED TOTAL NUMBER OF BEND AS REQUIRED BY NEC. COORDINATE LOCATION OF ALL EXPOSED CODUITS IN THE FIELD WITH ARCHITECT AND CONFIRM SAID LOCATION IN WRITING. 40. PULLING TENSION: CONDUCTOR PULLING TENSION SHALL NOT EXCEED MANUFACTURE'S RECOMMENDATIONS. CONTRACTOR TO INSTALL EXTRA PULL BOXES TO MEET MANUFACTURE'S REQUIREMENT. 41. CONDUIT SEPARATION: MINIMUM DISTANCE ALLOWED BETWEEN POWER CONDUITS AND TELECOMMUNICATIONS SHALL BE 2 FEET FOR 480V SYSTEM AND 1 FOOT FOR 120 V SYSTEMS. C\DO NOT RUN POWER AND TELECOMMUNICATION IN CLOSE PROXIMITY OF EACH OTHER 42. CONDUITS: ALL CONDUITS STUBBED ABOVE THE CEILING SHALL HAVE 90-DEGREE ELBOWS AT 6" ABOVE HUNG CEILING. PROVIDE IDENTIFICATION TAG. 43. RIGID CONDUITS: ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY INSIDE DRY INTERIOR WALLS LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. RIGID GALVANIZED STEEL (RGS) OR PVC EXTERNALLY COATED RIGID STEEL CONDUIT WITH APPROVED FITTING SHALL BE INSTALLED IN EXPOSED LOCATIONS. CONDUIT FITTINGS: SET COMPRESSION WARIER TIGHT TYPE FITTINGS. 44. FLEX CONDUIT: TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND CONDUCTOR IS ACCEPTABLE FOR USE AND INSTALLATION AS A GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN EXISTING WALLS ONLY. MC CABLE SHALL NOT BE USED ABOVE CEILING. THE USE OF MC CABLE SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. 45. OUTLET BOXES: SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR DAMP AND EXPOSED LOCATIONS. 46. RECEPTACLES: DECORA STYLE RECEPTACLES WITH NEMA STANDARD BLADE CONFIGURATIONS, AND SHALL BE NEMA 5-20 R WHERE NO CONFIGURATION IS SHOWN. 47. WIRING DEVICES COVER PLATE: STAINLESS STEEL ALL AREAS. 48. GFI RECEPTACLES: ANY RECEPTACLE WITH IN 6' OF A SINK SHALL BE GFI TYPE. DO NOT USE GFI TYPE BREAKER 49. DISCONNECT SAFETY SWITCHES: DISCONNECT SAFETY SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. SWITCH SHALL BE IN A HEAVY SHEET METAL ENCLOSURE WITH HINGED INTERLOCKING COVER WHICH SHALL PREVENT THE COVER BEING OPENED WHEN SWITCH IS IN "ON" POSITION PROVIDE CLASS R REJECTION KIT ON ALL FUSES. SWITCH HANDLE SHALL BE OF BEING LOCKED IN THE "OFF" POSITION. 50. CIRCUIT IDENTIFICATION: ALL CIRCUITS SHALL BE IDENTIFIED IN J BOXES, PULL BOXES, CONTROL PANELS, POWER PANELS, IDENTIFICATION SHALL MATCH PANEL BORED SCHEDULES 51. ELECTRICAL SERVICE: COORDINATE ANY ALTERATION AND CHANGES TO THE ELECTRICAL SERVICE WITH THE LOCAL UTILITY COMPANY. 52. COORDINATION: COORDINATE INSTALLATION OF WORK WITH BUILDING STRUCTURE AND WORK OF OTHER TRADES 53. CODE COMPLIANCE: ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES A. NATIONAL ELECTRICAL CODE (NEC) B. NATIONAL FIRE PROTECTION AGENCY (NAPA) C. NATIONAL, STATE, AND LOCAL CODES 54. COLOR CODING FOR 208Y/120 POWER SYSTEM CONDUCTOR COLOR CODING WILL BE AS INDICATED BELOW PHASE A: BLACK - (208V) PHASE B: RED - (208V) PHASE C: BLUE - (208V) NEUTRAL: WHITE - (208V) GROUND: GREEN - (208V) FIELD VERIFY EXISTING COLOR CODES AND PROVIDE TO MATCH. 55. EQUIPMENT IDENTIFICATION LABELS: ENGRAVED PLASTIC LAMINATED INSTALLED ON EACH UNIT OF EQUIPMENT, TEXT 1 /2" HIGH. DELAY INSTALLATION OF LABELS UNTIL PAINTING IS COMPLETED. DYMQ (OR EQUIVALENT) LABELS SHALL NOT BE USED. 56. MOUNTING HEIGHTS: MOUNT WIRING DEVICE AS INDICATED. ALWAYS FIELD CONFIRM LOCATION AND MOUNTING HEIGHT WITH THE ARCHITECT. 57. CONDUIT: MINIMUM SIZE CONDUIT TO BE ? INCH. 58. CONTROLS: PROVIDE AND INSTALL ALL ELECTRICAL TO SUPPORT HVAC CONTROL 59. INSTALLATION: 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 60. EQUIPMENT PROVIDED BY OTHER TRADES: THE CONTRACTOR SHALL PROVIDE AND INSTALL CONDUIT AND WIRING, AND EQUIPMENT DISCONNECT ETC AS INDICATED AND REQUIRED FOR ALL VENDOR PROVIDED EQUIPMENT. IF THE SHOP DRAWINGS DEFER FROM THE DESIGNED FACILITIES, THE CONTRACTOR SHALL REDESIGN THE FACILITIES AND SUBMIT THE REVISED DESIGN FOR THE ENGINEER'S APPROVAL ALONG WITH SHOP DRAWINGS PRIOR TO INSTALLATION. THERE SHALL BE NO ADDITIONAL COST TO THE OWNER FOR THE REDESIGN OR FOR ANY CHANGES IN THE ELECTRICAL EQUIPMENT SIZES. 61. EQUIPMENT CONNECTION: VERIFY THE ELECTRICAL REQUIREMENT FOR ALL PACKAGED SYSTEMS SUCH AS HVAC, EXHAUST FANS, PUMPS, COPY MACHINES, REFRIGERATOR ETC AND MODIFY THE SIZES INDICATED ON THE DRAWINGS TO MATCH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS ALL MOTOR STARTERS SHALL BE PROVIDED AND INSTALLED 62. CONDUIT PENETRATION: ALL CONDUITS PENETRATING RATED FIRE WALLS OR RATED FIRE FLOORS SHALL BE INSTALLED WITH UL APPROVED DEVICE TO MAINTAIN THE FIR RATING OF THE WALL OF FLOOR PENETRATION 63. MOTORS: NOT ALL LOCATIONS WHERE MOTOR DISCONNECT SWITCHES AND STARTERS ARE REQUIRED MAY BE SHOWN ON THE DRAWINGS. PROVIDE DISCONNECT AND STARTER AT ALL LOCATIONS WHETHER SHOWN OR NOT 64. MOTOR STARTER: SIZE MOTOR STARTER AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. MINIMUM MOTOR STARTER SIZE NEMA "1" ACROSS THE LINE.Y W 65. MOTOR CONNECTION: FLEXIBLE CONDUITS SHALL BE USED TO TERMINATE ALL MOTORS AND OTHER VIBRATING EQUIPMENT AND SHALL BE BETWEEN 18 INCHES AND 3 FEET IN LENGTH MAX. TYPEWRITTEN PANEL SCHEDULE SHALL BE INSTALLED IN EACH PANEL BOARD. 66. FRACTIONAL HORSE POWER (HP): FRACTIONAL HP MOTORS SHALL BE EQUIPPED WITH TOGGLE - TYPE DISCONNECT SWITCH WITH THERMAL OVERLOAD 67. TVSS: TVSS SHALL BE INTEGRAL TO THE NEW EQUIPMENT AND SHALL BE SUPPLIED AS ONE UNIT AND ONE "UL" ENTITY. 68. ELECTRICAL ROOM LAYOUT: SUBMIT THE ELECTRICAL ROOM LAYOUT SHOWING SIZES OF ALL EQUIPMENT AND THEIR SPECIAL RELATIONSHIPS PRIOR TO INSTALLATION. 69. HOMERUNS: BRANCH CIRCUIT HOMERUNS SHALL BE LIMITED TO A MAXIMUM OF THREE PHASE CONDUCTORS ON CONSECUTIVE ABC PHASES, ONE NEUTRAL CONDUCTOR AND ONE GROUND CONDUCTOR AND SHALL BE INSTALLED IN CONDUIT. 70. ENCLOSED CIRCUIT BREAKERS AND MOLDED CASE SWITCHES: MOLDED CASE TYPE OF OVERCURRENT TRIP RATINGS, NUMBER OF POLES, VOLTAGE AND INTERRUPTING CAPACITY AS INDICATED. SUITABLE FOR BEING LOCK IN "OFF" POSITION 71. CIRCUIT BREAKERS: CIRCUIT BREAKERS USED FOR OVERCURRENT PROTECTION DEVICE (OPD) FOR HVAC OR REFRIGERATION SHALL BE HACK RATED. 72. LIGHTING AND APPLIANCES BRANCH CIRCUIT PANELBOARDS: PANELBOARD ASSEMBLY CABINETS OF CODE GAUGE STEEL WITH AMPLE WIRING GUTTERS FOR WIRE AND CONNECTIONS, MINIMUM OF 4 INCHES. ON EACH SIDE HINGED DOORS COVERING OPD HANDLE; SEMI FLUSH TYPE CYLINDER LOCK AND CATCH; LOCKS SHALL BE KEYED ALIKE WITH OTHER PANELBOARDS; BUS BARS SHALL COPPER; PROVIDE A NEUTRAL AND GROUND BAR IN EACH PANEL; WHERE INDICATED PROVIDE 200% RATING NEUTRAL BAR. 73. PANEL BOARD DIRECTORY: UPDATE ALL ELECTRICAL PANELBOARD DIRECTORIES TO MATCH THE INSTALLATION. 74. BRANCH CIRCUIT OVERCURRENT PROTECTION DEVICES (OPD): QUICK MAKE, QUICK BREAK WITH THERMAL MAGNETIC OF THE NUMBER OF POLES, TYPE, SIZE AND INTERRUPTING RATINGS AS INDICATED 75. FUSES: ALL FUSES RATED 600 V. OR LESS SHALL BE UL LISTED AND LABELED, CURRENT LIMITED FUSES WITH INTERRUPTING RATING OF 200,000 AMPS FUSES SHALL BE SIZED AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE EQUIPMENT PROVIDED. 76. LIGHTING CONTACTORS: ELECTRICALLY OPERATED, MECHNICALLY HELD TYPE WITH SELECTOR SWITCH AND INDICATING LIGHTING WITH NUMBER OF POLES AS REQUIRED AND INDICATED ON THE DRAWINGS. -ARCH TECTS •IN TE.RI0R S •P L A fir N E .Ft S ,IkNCOR ORATED RICK GON�ALEZ, A.I.A. PRESIDENT II''AR--°0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST P/LM BEACH FLORID,, 33401 PH: (561)'! 659-2383 FAX: (561) 659-5546 mail@regarch.com CORPORATION NUMBER AA-0002447 SEBASTIAN FLORIDA ELECTRICAL 1 GENERAL NOTES Fin, I uw MIN PERMIT SET 115-14-04- DATE 10-24-03 SCALE NONE DRAWN DLD CHECKED JMK ICE JOB NOJw 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPI"CIRCATIONS AS INSTRUMENTS OF SERVICE ARI AND SHALL REMAIN THE PROPERTY OF THE ARI NITECT WHETHER THE PROJECT THEY ARE MA' E FOR IS EXECUTED OR NOT. THEY SHALL NC " BE USED BY THE OWNER OR OTHERS ON T ­IER PROJECTS OR FOR ADDITIONS TO THIS Pi .OJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. i, !ITS a to 0 d O r,7 -- _ !I\ II I - i! I II i Ih 11 II I ( ( I ! II I !I I I! I I I it I ( I I TYP II I - Il I I I! II II I ! 1--{,4N D I C,4PPIr i�D _BEAT_BEAT A — ----— ,- I !I I II I II '%A ------- '-- -------- __ __---_-------- __ ; II ! ! ! FIELD VERIFY LOCATION AND MOUNTING HEIGHT li I I! 1 DI _ I I �iNp _ --- --I-------- -- -------- I I / } di ! 1 — — — ------------- i I ( !WP { II A I ! _— o ------ -- - I I ! i ! it II !� I II II IGNIG T,4BLE& I ! I I I I II II — A ------ i l I ---------- � � � I I (DQ —---------- - - - - - - --� ! I_ - NANDICAPPEi�J BEAT I--------------- — _ L---`-� TYPICAL MEDIUM PAVILION ELECTRICAL PLAN 1 /4" = 1'-0" Am M 1 /4" = V-0" TY 11 E5.1 0 KEYED NOTES: 1� SEE PAVILION CIRCUITING SCHEDULE FOR HOMERUN ASSIGNMENTS. 2D REFER TO LIGHTING CONTACTOR DIAGRAMS ON MEP2.1 FOR ADDITIONAL INFORMATION. 11 E5.1 PAVILION CIRCUITING SCHEDULE PAVILION NAME PHASE LIGHTING CKT. # POWER CKT. # Pavilion #2 NOTES 1-2 Lighting Ckt. L1-29 Power Ckt. 11-2-21,23 Pavilion #6 NOTES 1-2 Lighting Ckt. L1-31 Power Ckt. 1-2-37139 Pavilion #9 NOTES 1-2 Lighting Ckt. L1-33 Power Ckt. 1-2-10,12 Pavilion #10 NOTES 1-2 Lighting Ckt. L1-33 Power Ckt. 1-2-14,16 Pavilion #11 NOTES 1-2 Lighting Ckt. L1-35 Power Ckt. L2-18 Pavilion #12 NOTES 1-2 Lighting Ckt. L1-35 Power Ckt. L2-18 Pavilion #13 NOTES 1-2 Lighting Ckt. L1-2 Power Ckt. L2-20 Pavilion #14 NOTES 1-2 Lighting Ckt. L1-2 Power Ckt. L2-20 Pavilion #15 NOTES 1-2 Lighting Ckt. L14 Power Ckt. L2-22 Pavilion #16 NOTES 1-2 Lighting Ckt. 1_1-4 Power Ckt. L2-22 Pavilion #17 NOTES 1-2 Lighting Ckt. L1-6 Power Ckt. L2-24 Pavilion #18 NOTES 1-2 Lighting Ckt. L1-6 Power Ckt. L2-24 Pavilion #19 NOTES 1-2 Lighting Ckt. 1_1-6 Power Ckt. L2-26 Pavilion #1 NOTES 1-2 Lighting Ckt. L1-8 Power Ckt. 1-2-17,19 Pavilion #3 NOTES 1-2 Lighting Ckt. L1-8 Power Ckt. 1-2-25,27 Pavilion #4 NOTES 1-2 Lighting Ckt. L1-8 Power Ckt. L2-29,31 Pavilion #5 NOTES 1-2 Lighting Ckt. L1-10 Power Ckt. L2-33,35 Pavilion #7 NOTES 1-2 Lighting Ckt. L1-10 Power Ckt. L2-2,4 Pavilion #8 NOTES 1-2 Lighting Ckt. L1-10 Power Ckt. L2-6,8 Scorebox NOTES 1-2 Lighting Ckt. L1-37 Power Ckt. 1-2-28,30 Dugouts NOTES 1-2 Lighting Ckt. L1-37 Power Ckt. L2-32,34 1. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING LOCATION AND CONSTRUCTION PHASE 2 AND 3. 2. PROVIDE COMPLETE POWER CIRCUITS, WIRE, CONDUITS, CONTROLS ETC. AS INDICATED FOR PHASE TWO AND THREE UNDER THIS CONTRACT. 3. REFER TO PANEL SCHEDULES FOR CIRCUIT ELECTRICAL CHARACTERISTICS & REQUIREMENTS. PROVIDE GF1 CIRCUIT BREAKERS FOR ALL CIRCUITS FEEDING PAVILIIONS. F -- !! I I \ x 0" WOOD COL. / ! Wp 1 \ \ PICNIC TA5LE5 II I II II / i ! I p 1 I ! zz TYPICAL SMALL PAVILION ELECTRICAL PLAN 1 /4" = 1'-0" -ARCHITECTS •INTERIORS • P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mail Oregarc h.com CORPORATION NUMBER AA-0002447 1225 MAIN STREET SEBASTIAN FLORIDA RI7VI4ZIf)Ki(Z PT= PKAIT CPT C,_1 A—f)A NO. DATE 10-24-03 SCALE AS SHOWN DRAWN DLD CHECKED JMK REG No. ICE JOB NO. 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHAH REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT, THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 0 03 N- „ o, d U 0 a_ o, 0 m C' 0 5, pq 1v urt VI Iv 1jl✓1J11 LL7 V/% LIGHTING FIXTURES PANEL 'DP1' 111 I►! I l l j l II! I I I I I i l l III l i l l i l l III I i l l! I ! I ! I ( ! I UP 1 /4" = 1'-0" 6 E5.2 WPQQWPI -- !' t� PB � , 8 E5.1 i \ I � _ _------------- ! I \ X WOOL) COS: ci ! DN. T6 STORAGE ! AREk FI T RE ( j i I i CJN ' / B I / / SCOREBOX !- m w TO DP1-� I I S I I I I I 1 I ! 1 /4" = 1'-O" I I I\ I !! 1 1 }- I `— CHAIR LIFT (BY OTHERS) I I I I I TO D01 I I I I q q- q. q- -7 I I ! I I I I I I I I I DUGOUT ELECTRICAL PLAN 1 /4" = 1'-0" KEYED NOTES: SEE PAVILION -CIRCUITING SCHEDULE, DWG. E1.1, FOR HOMERUN ASSIGNMENTS. O TO LIGHT SWITCH LOCATED IN THE STORAGE AREA BELOW SCOREBOX. Q LIGHT SWITCH FOR DUGOUT LIGHTING LIGHT SWITCH FOR SCOREBOX UPPER FLOOR. 5� REFER TO LIGHTING CONTACTOR DIAGRAMS DRAWING I MEP1.2 FOR CIRCUIT REQUIREMENTS. E ' R G ARCHITECTS • l N T ER1 0 R S AT 9�T • P L A i Y 1 V .Ci R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-•0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mailOregarch.com CORPORATION NUMBER AA-0O02447 1225 MAIN STREET SEBASTIAN FLORIDA REVISIONS I NO. PERMIT SET 5: 14-04 DATE 10-24-03 SCALE AS SHOWN DRAWN DLD CHECKED JMK REG No. ICE JOB NO. 21<3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 150 K Swinton Avwm Delray 8eaeh, R 3"" F'tlone' 57 _SM FOX - 5M-gM-G 25 E1.2 31 0 0D I I d 0 d 0 x 9- 0 3 u a ON 0 v 0 0 (U d' Ln +-l' O rw rn H M W d' GJ v if? O I y L d d I c CD 0 v y N i i 0 I.,.I / m I N AREA Fm m TEN N I S/CON CESSION S PLAN —LIGHTING 1 /4" = 1'—O" TEN N I CONCESSIONS P LAN —POWER & COMM 1 /4" = 13-0" KEYED NOTES: SPECIAL PURPOSE RECEPTACLE FOR PTAC-1. COORDINATE PLUG REQUIREMENTS AND PROVIDE NEMA OUTLET PER MANUFACTURERS RECOMMENDATIONS. l`J JUNCTION BOX FOR DRINKING FOUNTAIN. FIELD VERIFY METHOD OF CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. 3� JUNCTION BOX FOR CEILING MOUNTED PADDLE FAN. JUNCION BOX FOR INSTA—HOT SINGLE POINT WATER HEATER. FIELD VERIFY METHOD OF CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. SPECIAL PURPOSE RECEPTACLE FOR ICE MACHINE. FIELD VERIFY METHOD OF CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. REFER TO LIGHTING CONTACTOR ON DWG MEP1.2. 7� FIELD COORDINATE EQUIPMENT EXACT LOCATION AND VERIFY SAID EQUIPMENT ELECTRICAL REQUIREMENTS WITH EQUIPMENT SUPPLIER AND ADJUST ACCORDINGLY. EF-1 IS UNDER BASE BID. ADD ALT #3 WOULD BE TO DELET EF-1 AND PROVIDE PTAC-2 INSTEAD. O SPECIAL PURPOSE RECEPTACLE FOR PTAC-2. (ADD ALTERNATE #3). COORDINATE PLUG REQUIREMENTS AND PROVIDE NEMA OUTLET PER MANUFACTURERS RECOMMENDATIONS. 10 SPACE FOR MOUNTING OF LIGHTING CONTACTORS. FIELD COORDINATE EXACT LOCATION WITH OWNER. REG •ARCHITECTS • I N T E R I O R S • P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 ?20 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 maiiOregarch.com CORPORATION NUMBER AA-0)002447 1225 MAIN STREET SEBASTIAN FL NO. PERMIT SET 5-14-04 DATE 10-24-03 SCALE AS SHOWN DRAWN DLD CHECKED JMK REG No. ICE JOB NO. 21-0013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRMNG AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 190 Ft SYMon Ave>rws D*ay Beach, Ft $3444 Phone n f1-275-9NO Flax ,50-� E3.1 31 C 0 U vr 0 N d- In +> 0 [•7 L3- 30 ml 1 /4" = 1'-0" 1 /4" = 1'-0" k kIM I ,- F2 - 1 r i I ® L3- 22 o 2 o 1-3-20,22,24 J - III H1111 I 1,I'-' - L3-24 KEYED NOTES: REFER TO LIGHTING CONTACTOR ON DWG. MEP1.2. JUNCTION BOX' FOR HAND DRYERS. FIELD VERIFY MOUNTING HEIGHT PRIOR TO INSTALLATION. (DJUNTION BOX FOR ELECTRIC WATER COOLER. FIELD VERIFY METHOD OF CONNECTION WITH EQUIPMENT SUPPLIER PRIOR TO INSTALLATION. -ARCHITECTS •IN TER10 R S •P L A N N E R S INCORPORATED RICK GONZ,ALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mail@regarch.com CORPORATON NUMBER AA 0002447 1225 MAIN STREET SEBASTIAN FL RESTROOMS ELECTRICAL PLAN REVISIONS NO. PERMIT SET 5-14-04 DATE 10-24-03 SCALE AS SHOWN DRAWN DLD CHECKED JMK REG No. ICE JOB NO. 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED'' OR NOT. THEY SHALL NOT BE USED BY THE'OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 1W K &*don Avenue Fax 31 A m 3 A x 0 OD �r cs u O a_ 0 c- O >n 3 u d In r� 0 0 (U d- N, U) zs O d rn 3 Ld .y 0 A I M 0 m 0 It tU i i LD W cz I r� .-•s 0 a 4 a N SEE LIGHTING FIXTURE SCHEDUL FOR FIXTURE STYL #6 GROUND SINGLE ARM POLE X 2##1OAWG; QUICK DISCONNECT DOUBLE ARM POLE CONNECTOR NEUTRAL \ COPPERGRISERS.—`� DE WITH SOLID SIDE COPPER SLUG (LINE TO / SURGE PROTECTOR NEUTRAL SERVICE) 1 QUICK DISC. CONNECTOR ON 480V SIDE WITH A 10A FUSE. / FOR LINE TO LINE SERVICE J BOTH LINES TO BE FUSED. I GROUND LUG LOCATED 1 GALVANIZED ANCHOR BOLTS, OPPOSITE HANDHOLE NUTS AND WASHERS. i,Y'G`1 • r , wt� GROUND CLAMP U.L. APPROVED 1 /2" PVC IN BASE FOR GROUND ROD PASSAGE OF 7 STRANDED #6 AWG BARE COPPER GROUND WIRE PIGTAIL. ol 1 E5.1 LIGHT POLE DETAIL NOT TO SCALE PVC TO RGS COUPLING RGS PVC CONDUIT INSTALL CONDUITS IN MIDDLE CONCRETE THIRD OF -SLAB THICKNESS --7 SLAB •d o •A .a ' a /3 Te 1 R a o y 1/3 • d 4 v a .. < ,4 .. .p c FASTEN W/TIEWIRE TO REINFORCING REINFORCING BAR 03.05M O.C. BAR. TYP NOTE: SPACE MULTIPLE RACEWAYS TO PREVENT VOIDS IN CONCRETE. 36" — SIGN LIGHT FIXTURE f CROWN TOP OF I SET AIMING FOR BEST BASE SLIGHTLY ILLUMINATION OF SIGN �— FINISHED GRADE o e o •. 6A,o.' ea A c 62f . ,d •• ,. d �— p a •d Q ', ,_ �I•.I•. d db CAST ALUMINUM I (a • OUTLET BOX d ' CONCRETE CONDUIT IN/OUT FOUNDATION REFER TO PLAN g SIGN LIGHTING E5.1 NOT TO SCALE 10 E5.1 NOT TO SCALE F1 ITACLE -TOLE DR BOLTS CONDUIT 4—#5 VERTICAL BASE TYPICAL FOR ALL 1GLE HEAD 5' HEIGHT kDE (SOIL) )0 PSI CONCRETE VFORCING BAR Y.; CONDUIT (TYPICAL) FLAG POLE LIGHTING NOT TO SCALE 25'O" 2'- 7'-0» 3/4" X 10'-0" - COPPER CLAD GROUND ROD 2 E5.1 GFI RCPT MOUNTED IN CAST BOX WITH WEATHERPROOF COVER 3/4' RIGID GALV. STEEL SUPPORT CONDUIT CONCRETE IGHT FIXTURE 30' ALUMINUM 2" X 5" MIN HANDHOLE BASE COVER, SECURE TO BASE WITH STAINLESS STEEL SCREWS. 4 ANCHOR BOLTS 3/4" X 32" WITH 6" HOOK (GALVANIZED) FINISHED GRADE 24" MIN 1" PVC CONDUIT (SCHD 40) COMM n e TO POLICE STATION PVC CONDUIT (SCHD 40) POWER 6 #4 REINF. (TYP) #3 TIE 0 12" O.C. 24"0 X 7'0" 3000 PSI CONCRETE BASE LIGHT POLE DETAIL NOT TO SCALE FINISHED GRADE ► I—i ICI j I__I ; !_I WARNING TAPE EARTH BACKFILL SIZE AS INDICATED 6 DUCT BANK E5.1 NOT TO SCALE RCPT DET. NOT TO SCALE 1 _r Q7ci+ CONDUIT FOR POWER CIRCUIT PROVIDE END CAP AT OF SUPPORT CONDUIT BOX 12" MIN. OUTLET SUPPORT 7F DRYWALL BOX 00 METAL STUD 0 0 5"MI — AX DRYWALL VERIFY. (TYPICAL) ..................... DRAWN STEEL 4" SQ x 2 1 /8" DEEP MUD RING TO MATCH DRYWALL OUTLET BOX (TYP) THICKNESS (TYP) NOTES H N G GROUNDING METAL CONDUCTOR 1 DETAIL SHOWN FOR CONDUIT (GREEN) STUD WALL - — INSTALLATIONS. FOR WIRE NUT INSTALLATION ON CMU WALLS RECESS GROUNDING SCREW BOX IN BLOCK AND f ♦ O #10-32 x 3/8" PROVIDE EXTENSION " SLOTTED HEXAGON HEAD, WASHER RINGS AS REQUIRED FACE SCREW FOR FLUSH MOUNTING (TYPICAL) OF COVER PLATES. 2 GROUNDING CONDUCTOR SHALL BE CONTINUOUS METAMETA L —METAL SO THAT THE REMOVAL COND IT BOX OF THE WIRING DEVICE WILL NOT AFFECT THE CONTINUITY OF THE GROUNDING SYSTEM. KTN SECTION E5.1 NOT TO SCALE 1/4"EXP. BOLT, CONC, REINFORCED WALL SPACED ON 18" CENTERS. 1/4"SILICON BRONZE HEX NUTS — �.; FLAT WASHERS AND LOCK WASHERS 1/4'x 1" COPPER 5/16"I,D.x1 1/4"O,D, BUS BAR (24" LONG 1 MINIMUM) x 1/8"THICK GALV, 1 } WASHERS 1 1/4"SILICON BRONZE J WASHER SPACER — 3/8" GALV. PIPE 1' LONG 1/4'-20NC x 1' LONG HEX HEAD SILICON BRONZE BOLTS AND FLAT WASHERS 7 GROUND BAR E5.1 NOT TO SCALE TU0C A RCn nnM 12 TRAPEZE DETAIL E5.1 NOT TO SCALE CONCRETE COVER WITH --� CENTER HOLE 1- 7" 1 10" MIN PRECAST p CONCRETE PIPE vAo °o 0 0 CRUSHED 7STONE r— GRADE 5" 18" 24" i 30►, `-- GROUND CONNECTOR CRUSHED STONE #1 /0 AWG BARE COPPER (TYPICAL) COPPER CLAD STEEL GROUND ROD 3/4"x1O" THERMIC WELD ICAL PVC CONDUIT EDULE 40. QUANTITY > SIZES AS REQUIRED. UND ROD DIA X 20'-0" PULL BOX E5.1 NOT TO SCALE RAIL POST FRAME #1/0 COPPER CABLE BONDING CLAMP RAIL POST SLEEVE 13 GROUNDING --RAIL E5.1 NOT TO SCALE -ARCHITECTS •I N T'E R I® R S °P.L NNE R S INCORPORATED RICK GOI',NZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mail0regarch.com CORPORATION NUMBER A— 0002447 PARK EX 1225 W IN STREET SEBASTI N FLORIDA ELECTRICAL DETAILS REVISIONS NO. PERMIT SET 5-14-04 DATE 10-24-0: SCALE NONI DRAWN DLf CHECKED JMI' REG No. ICE JOB 140. 2K3013.1 OWNERSHIP AND SPECIFICATIONS ARE AND SHALL REMAIN ARCHITECT WHETkR MADE FOR IS EXECUTED NOT BE USED OTHER PROJECTS PROJECT BY OTHERS, WRTfING AND WITH TO THE ARCHITECT. 'SE OF THESE DOCUMENTS & UAS INSTRUMENTS OF SERVICE THE PROPERTY OF THE THE PROJECT THEY ARE OR NOT. THEY SHALL ' THE OWNER OR OTHERS ON OR FOR ADDITIONS TO THIS EXCEPT BY AGREEMENT IN APPROPRIATE COMPENSATION rN"R 11 AIRONAL COWATIN6 ISO DetsY 9WffiW INC N. &O ton Avow Beach 1 set -vex E5.1 31 (3) 3 Iy x 0 OD 't u d u 0 a 0 x c 0 3 51 pq E d Cu 1U GRADE POST GATE A O PIPE BRAID D T \\\\\\\\\\\ \\ \ \\ \\ \\ \\ \\ \ \\\\\\ CONNECTOR\\ GATE CONNECTORCABLE TO IPE 1$» FLEXIBLE COPPER BRAID, #1 j0 S.D.B.C. 24" #1 /0 S.D.B.C. CABLE. TAP BURNDY TYPE BD-12 o a o CABLE TO WHERE REQUIRED FLEXIBLE COPPER MAIN GRID BURNDY TYPE BRAID (200A MIN) I 12" CONCRETE OR I GG CLAMP � FINISHED GRADE I o o CONCRETE OR I C FINISHED GRADE MAIN GRID- ;, #1/0 S.D.B.C. i CABLE I ° . - . :, �. %,•;;'> ` ;%`� � %, � �� . �. � ` , EXOTHERMIC WELD I #1/0 STRANDED BARE COPPER 3/4" X 20'-0" WIRE TO GROUND ROD WELL i GROUND ROD GROUNDING -FENCE 2 GROUNDING -FENCE 3 GROUNDING --FENCE K04 GROUND ROD DETAILI E5.2 NOT TO SCALE ' E5.2 NOT TO SCALE E5.2 NOT TO SCALE E5.2 NOT TO SCALE c � 'DETAIL NOTES. UNCTION WEATHERPROOF I ALL CONDUCTORS EXPOSED ABOVE FINISHED FLOOR TERMINATING ON (TYP. OF 2) A B GROUND BUS SHALL BE PROTECTED BY SCHEDULE 80 PVC CONDUIT WITH BELL ENDS TO 6" ABOVE FLOOR. LIGHT FIXTURE (TYPICAL) QUANTITY AS INDICATED) INSULATED STAND-OFFS f ANCHOR TO STEEL COLUMN 1 1 J4» i CONDUIT SCORE BOX AREA RED GLAS W/ SLO STI 0 CO ERNUNIT ._------------------------------- -- 25'_O„ INSULATED BOLT � SQUARE STEEL POLE PLAN VIEW STANDARDDARK 20092 BRONZE -FEDERAL 12" WIDE ENGRAVED NAMEPLATE WITH i 1/2" HIGH WHITE ENGRAVED LETTERS —\ j I 'EQUIPMENT GROUND BUS' I ( EQUIPMENT GROUND BUS WALL MOUNTING BRACKET 4 ANCHOR BOLTS— 2" X 5" MIN HANDHOLE } � 3/4" X 32" WITH E (3) HOLES FOR SPARE (MINIMUM) EXOTHERMIC UCONNECTED LUGS (TYPICAL) RE COMPRESSION LUGS ORm INSULATOR 6" HOOK BASE COVER, SECURE I 3/8 x24 DRILL .AND TAP (TYPICAL) (GFALVANIZED) �- TO BASE WITH _ — — — — Y — — — — — — _ COPPER BUS BAR ° 4„ � STAINLESS STEEL SCREWS i----------------- -- ------ EXPOSED COPPER GROUND 4" O ®� 4' 1 j4 X4 COOPER GROUNDING � O O O O � ® � � � p ° GRADE GRADE FINISHED BUS LENGTH AS REQUIRED Oil STORAGE AREA 24 2'—O" 24" MIN » _ 24" MIN t, 1" PVC CONDUIT I 3 j4 C 1 #10 1 /4» } 5 -0 (SCHD 40) COMM EQUIPMENT GROUND j BOND TO BLDG STEEL 3/4" X 10'-0"_ PVC CONDUIT BOND TO COLD WATER LINE ALTERNATE MOUNTING METHOD COPPER CLAD (SCHD 40) POWER BOND TO FIRE SPRINKLER RISER GROUND ROD BOND TO COMM GND BAR FINISHED FLOOR 6 #4 REIN. (TYP) I i 1 "C-1 3 0 A WG GROUND \//\//\\\. \ 16" x16"x12» # / \\ \\ \\ \\ \\ �j\\/\\j\\j\ \\\ PULLBOX #3 TIE fl 12" O.C. TO BUILDING STEEL �\//\//�\/��/ / ���/\�/\�/\�/ /� 24"� X 7'0" 3000 PSI TO BLDG ELECTRICAL GROUND I CONCRETE BASE i ELEVATION /00`I � EQUIPOTENTIAL EQUIPMENT GROUND BUS I1761 PA CONDUIT RISER DIAGRAM LIGHT POLE DETAIL NOT TO SCALE E5.2 SCALE: NONE E5.2 SCALE: NONE DRAWINuti i t I 1 I f i { i I f I I I � f 1 i s } u -ARCHITECTS • I N T E R I O R S • P L A N N E R S INCORPORATED RICK GONZALEZ, A.I.A. PRESIDENT AR--0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561I) 659-5546 mail@regarch.com CORPORATION NUMBER AA`: 0002447 1225 MAIN' STREET SEBASTIAN FLORIDA ELECTRICAL DETAILS REVISIONS I NO. PERMIT SET 5-14-04 DATE 10-24-03 SCALE NONE DRAWN DLD CHECKED JMK REG No. ICE JOB NO 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER T E PROJECT THEY ARE MADE FOR IS EXECUT OR NOT. THEY SHALL NOT BE USED BY TH OWNER OR OTHERS ON OTHER PROJECTS OR OR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. k ftwol_ Fu:nf- 31 ZIC rl, C' 0 _T 3t u E N N CLI CD (U a a -p 0 WE LIGHTING TAG DESCRIPTION LAME TYPA WATTS LAMPS VOLTS MANUFACTURER PARTS No. MOUNTING NOTES WALUCLG. MOUNTED FLUORESCENT FIXTURE PLT 32 1 120 SURFACE 1 KENALL F5512R 0-PIA-DB-32P-120 B FLUORESCENT DOWNLIGHT PLT 32 1 120 RECESSED 1 DESIGNPLAN RDL8-H34010-CCO C WALUCLG. MOUNTED FLUORESCENT FIXTURE PLT 32 1 120 WALL SURFACE 1 KENALL M013FL-PP-MW-32P 1-120 C3 WALUCLG. MOUNTED FLUORESCENT FIXTURE PLT 32 1 120 CEILING SURFACE 1 KENALL M013FL-PP-MW 32P-1-120 F1 WALL MOUNTED 1'x4' FLUORESCENT FIXTURE 78 32 1 120 SURFACE 1 KENALL FS548R 3E-PIA-CA-32-1-120 F2 CEILING MOUNTED 1'x4' FLUORESCENT FIXTURE T8 32 2 120 RECESSED 1 KENALL RCA-4-2-2-32-EB-1-120-1-1 F3 Al CEILING MOUNTED 2'x4' FLUORESCENT FIXTURE SPORTS LIGHTING FOR SOFTBALL FIELD T8 META- HALIDE 32 1500 3 3 120 208 RECESSED 80 FT POLE 1 1,2 COLUMBIA ST8-24-3-32-F-FA-Al2-3ES8-120 HUBBLE SLS-1500-H CONCRETE POLE A2 SPORTS LIGHTING FOR SOFTBALL FIELD METAL HALIDE 1500 3 208 80 FT POLE 12 NUBBLE SLS-1500-H CONCRETE POLE B1 SPORTS LIGHTING FOR SOFTBALL FIELD METAL HALIDE 1500 6 208 80 FT POLE 1,2 HUBBLE SLS-1500-H CONCRETE POLE B2 SPORTS LIGHTING FOR SOFTBALL FIELD METAL HALIDE 1500 6 208 80 FT POLE 1,2 HUBBLE SLS-1500-H CONCRETE POLE Cl SPORTS LIGHTING FOR SOFTBALL FIELD METAL HALIDE 1500 8 208 80 FT POLE 1,2 HUBBLE SLS-1500-H CONCRETE POLE C2 SPORTS LIGHTING FOR SOFTBALL FIELD METAL HALIDE 1500 8 208 80 FT POLE 1,2 HUBBLE SLS-1500-H CONCRETE POLE P1 SPORTS LIGHTING FOR TENNIS COURTS METAL HALIDE 1000 3 208 65 FT POLE 1,2 HUBBLE SLS-1000-H CONCRETE POLE P2 SPORTS LIGHTING FOR TENNIS COURTS METAL HALIDE 1000 3 208 65 FT POLE 1,2 HUBBLE SLS-1000-H CONCRETE POLE P3 SPORTS LIGHTING FOR TENNIS COURTS METAL HALIDE 1000 3 208 65 FT POLE 1,2 HUBBLE SLS-1000-H CONCRETE POLE P4 SPORTS LIGHTING FOR TENNIS COURTS METAL HALIDE 1000 3 208 65 FT POLE 1,2 HUBBLE SLS-1000-H CONCRETE POLE WF2 CEILING MOUNTED 1'x FLUORESCENT FIXTURE TS 32 2 120 RFACE 1 COLUMBIA LUN-4--32-EB8- SA POLE MOUNTED FIXTURE MH 400 1 208 1 A/ACA21CW5NSF-1 A/ POLE MTD. 1 KIM LIGHTING 40OPMH2O8/PSP 26-0" POLE: HAPCO 51-063 2SA POLE MOUNTED FIXTURE MH 400 1 208 2B/ACA21C.W5NSF-2B/ POLE MTD. 1 KIM LIGHTING 40OPMH2O8/PSP 25'-0" POLE: HAPCO 51-065 SB POST MTD. AREA LIGHTING MH 150 1 208 ARCHITECTURAL ALN 440-H3/15OPMH20$ POST TOP MTD 1 AREA LIGHTING 12'-0" POLE: DB1 4F12-188 NOTES: 1. COORDINATE FINISH TYPE/COLOR WITH ARCHITECT PRIOR TO ORDERING. 2. REFER TO E4.1 FOR MORE DETAILS. "A XFMR. N91122. iOSEE PANEL SCHEDULE FOR FEEDER SIZE. 1 1 f 4' . .,L-,, d L--,. ROOM IN CITY HALL BLDG. up NO SCALE �z-j J/ -r %. , I v 0\,vr\cOVA DL-Uv. NO SCALE DRAWINGS • 'ff ;. 0 • ' f R A T E 1 RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) 659-5546 mail@regarch.com CORPORATION NUMBER AA-0 02447 SEBASTIA MUNICIPA COMPLEX PARK 1225 MAIN STREET SEBASTIAN FLORIC REVISIONS NO. 01 f 29/04 1 PERMIT SET 5-14-04 DATE 10-24-0' 0 SCALE 9 NONE DRAWN DLD CHECKED JMK • 4 ICE JOB NO. 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE. MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. V C O U t� 'a 1AJ / d- �1' fn O 1 i t5 t ('7 O (Y) 0 R1 ! U7 W (Y1 O CI rV Q- i a N PailBlboaCd Designation Mounting Interrupting AIC Phase PH- PH-N F. %VD Panel Panelboard m 9! AWG GND Conduit Correction Factors Bus Main Lugs Isolated Neutral Poles Method Ratings Rating (PH) PH Frame Mains Rating rn Size (inch (T) (F) Bar Only TVSS NEMA Ground Conductor p N MDP SURFACE Fully Rated 10,000 3 208 120 220 3.001a 800 800 MLO 2 4 500 1!O 4 TinT30 1 CU NO 1 NO 1000A 64 OvercurTent Protection Device Load Served Branch Circuit Load Phase Phase Phase Load Branch Circuit Overcurrent Protection Device (OPD) Load Served (OPD) CKT- Trip P MC OPTN EUV Se QTY AWG GND C (In) %VD FT kVA A B C kVA Fr %VD Sets QTY AWG GND C (IN) EUV OPTN Mc 'PT p CKT MEN�� =MEN==ter Load kVA Ampere Connected 164.2 511.3 Calculated Demand 184.2 Service Transformer 511.3 Project Name City of Sebastian Municipal Park Submittal Phase & Date Feeder Ampacity 760.0 Project No, 21<3013.17 Engineer James Khalil Total kVA Per Phase 61.4 1 01.4 1 61.4 Aluminum ECU Copper GFP Ground Fault Protection SNT Shunt Trip HACR Heating, Air Conditioning & Re GFCI Ground Fault Current Interrupte ParlelboaRi Designation Mounting Method Interrupting Ratings AIC Rating Phase (PH) PFi PH-N °6VD Panel Frame Panel Mains Rating A B AWG GND Conduit Size (inch) Correction F (TEMP) (FAC But Bar Main LamTVW Only FNEMA Isolated Ground caavPd Ra*g (P) N L1 RECESSED Fully Rated 10,600 3 288 120 2.0% 100 00 i4rLO 1 4 2 8 112 30 1 Cu YES 1 NO 100% 42 Overcurrerd Protection Device (OPD) Load Served Branch Circuit Load Phase Phase Phase Load Branch Circuit Load Served Overcurrent Protection Device (OPD) CKT No Trip P N OPTN Sets Q AWG GND C (In) %VD WA A B C kVA %VD Sets Q AWG GND C (in) OPTN me P Trip cKO 1 20 2 L PARK LTG: WRXiURES 1 1 2 1 8 0 MK 1 3.0% 0.5 0.7 02 3.0% 1 2 1 12 12 34 I LTG:PAVILIONSM3114PH0 L 1 20 2 3 L 1 3.0% Ob 0.7 02 3.0% 1 2 12 12 $14 LTG: PAVLiCNS'#16&fa PH ii L 1 20 4 6 20 2 L PARK LTG:'SS'FlKnIRES 1 2 1 6 8 3/4 3.0% Ob DA OS 3.0% 1 2 12 12 T4 LTG: PAVILIONS #17,16& i9PH II L 1 20 6 7 L 1 3.0% 0.6 OS OS 3,0% 1 2 8 a 3m LTG:PAVILMSMA,4PHItt L 1 20 a 9 2D 2 L PARKLTG:'SB'FDOMES 1 2 8 1 8 34 3.0'% 0.6 OA OA 3.0% 1 2 a a 34 LTG:PAVIUONS#6,7,8PHG L 1 20 10 11 L 1 3.0% 0.5 12 0.7 3.0% 1 2 12 12 3/4 LTG; RESTROOM PAVLfON L 1 20 12 13 20 2 L PARK LTG' W FIXTURES 1 2 8 1 6 314 3.0% Ob 12 0.7 $10% 1 2 12 12 34 LTG: TENNISICONCES86QV L 1 2D 44 16 L 1 3.0% 04 1.7 12 3.0% 1 2 12 12 34 SIGN LW4 NG L 1 20 10 1T 20 2 L PARK LTG'WMILFES 1 2 a e 34 3.0% 0.0 1.7 12 3.04 1 2 12 /2 34 SIGNLIGHir1G L 1 20 18 f9 L 1 3.D% 0.6 010 OA 3.0% 1 2 12 12 314 SITE LTG: TYPE'&A' L 2 20 20 21 2D 2 L PARK LTG: BB' FDMEMS 1 2 12 12 34 3.0% 0.b 019 OA 3.0% 1 L 22 23 L 1 3.0% 0.6 1./ 08 3.0% 1 2 12 12 314 SrrELTG:TYPESA&Wz L 2 20 u 25 20 2 L PARK LTG: SB' FD(T1RE5 1 2 12 /2 34 3.0% D.6 1.4 DA 3.0% 1 L 28 27 L 1 3,0% D.6 Ob OA 3.0% 1 2 12 12 3/4 LTG: TENNIS SRMF MWAY L 1 20 28 29 2D f L LTG:PAViLION#2PH0 1 2 12 12 314 3,0% D2 12 1.0 0.0% 1 2 12 12 34 LIGHTING CONTACTORS P 1 20 30 31 2D 1 R LTG:PAMRIONOSPHD 1 2 a a 34 3.0% OA 18 12 3.0% 1 2 12 42 34 LTG: FLAG POLE L 1 20 32 33 20 1 R LTG: PANLIONS *0& 10 PH II 1 2 12 12 3/4 3.0% 02 12 1.0 3.0% 1 SPARE 8 1 20 34 36 20 1 P LTG: PAVILIONSMI& 12PH 11 t 2 12 12 34 3.0% 02 12 110 3.0% 1 SPARE S 1 20 36 37 2D 1 S SPARE 1 3.0% 1.0 2.0 1.0 &0% 1 SPARE S 1 20 38 39 20 1 8 SPARE 1 3A% 1.0 2.0 to 3.0% 1 4 SPARE 8 1 20 40 41 ZO 1 S SPARE i 3.0% 1.0 20 1.0 3.0% 1 SPARE S 9 2B 42 Load WA Ampere Feeder Ampacity Total WA Per Phase GFP Ground Fault Pmtection LOCK Pad Lock FyECTRiC POWER CAIU NC. Connected 25.1 69.7 Amps 11.1 a.1 9.0 8Hr Shunt Tdp SWO Switch Duty Rrbd COPYRIGHT 2001 aom Calculated Demand 24.9 69.2 115 HACR Heating, Air CondMoOV & R ft. ICY Key Lmk Power Cato Pak n. aFC1 Ground Fault CUrrantllden ipter OPEN Options EnginesdkW opplicatern Project Name qity of Sebastian Municipal rk Project No 2k3013.17 Aft AMPM Intenuptig CaP9dty eta Ground t Project Phase - Date Engineer James Khaliw Copps Lv I Low Volmpe www.powercaicpalccorn 0 2WI - 2003 by Electric Power Cale 11fc.; Patents Pending Z:IA PROJW 13 REGV 2k40i303 Perk 051404VAd.L xts]MDP Parielboard Designation Mounting Method Interrupting Ratings AIC Rating Phase (PH} PH -PH PH-N °hVD Panel Frame Panel Maim Rating # P AWG GND Conduit Size (ice) Correction Facto (TEMP) (FAC Bus Bar MOB Options TVSS NEMA Isolated Ground cNW&W Rmle9 Pace n N L3 RECESSED Fully Rated 10,OW 3 208 420 2,0% 4W 250 NCB 1 4 250 4 3 30 1 Cu YES 1 NO 100% 42 Overcurient Proteetlon Device (OP Load Salved Branch Circuit Lead Phase Phase Phan road Branch Circuit Load Served Overcurrent Protection Device (OPD) cKr ND Trip P Mc OPTN Seta Q AWG GND C (in) °AVD WA A B C WA 4/.VD Soft QTY AWG GND C Qn) OPTN Me P Trip K 1 26 2 L LTG:TENNt8CO4R78 1 2 10 10 34 3.0% 2A 28 OS 3.0% 1 2 12 12 34 ROPT:CONCESSION R 1 20 2 3 L 1 3.0% 2.0 32 12 3.0% 1 2 12 /2 314 RCPT: CONCESSION R 1 2D 4 5 26 2 L LTG: TENNISCOIRTS 1 2 10 10 34 3.0% 2.0 32 12 3.0% 1 2 12 12 34 ROM. CONCESSION R 1 20 8 7 L 1 3.0% 2A 2A OA 3.0% 1 2 12 12 314 ROM CONCESSION R 1 20 a 9 26 2 L LTG:TMISCORM 1 2 10 10 34 1 3.0% 2.0 32 12 3.0% 1 1 2 12 12 34 RCPT: CONCESSION R 1 2D 10 11 L t 310% 2A &2 12 3.0% 1 2 12 12 $4 RCPT: CONCESSION R 1 20 12 13 26 2 L LTG:TENNISCOURIS 1 2 1 10 10 314 3.0% 2.0 3.0 1A 3.0% 1 2 12 12 W4 RCP[: BRES *78NWAY R 1 1 20 14 16 L 1 3.00A 2.0 4.0 2.0 3.0% 1 2 1 10 10 V4 ICEMACHNE P 1 2 28 16 17 26 2 L LTG:TENNIBCOMIS 1 2 10 10 34 3.0% 20 44 20 3.0% 1 P 1a Is L 1 3.0% 2.0 39 1.7 3.0'% 1 2 12 12 34 RCPr: HANDCRYBi P 1 20 20 21 26 2 L LTG TENNIS COURTS 1 2 10 10 34 3.0% 2,0 3.7 1.7 3.0% 1 2 12 12 34 ROPT: HANODRYER P 1 20 22 23 L 1 3.0% 2A 3.0 to 3.0% 1 2 12 12 34 ROM RESTROOM P 1 20 24 26 26 2 L LTG:TEMISOOURTS 1 2 10 10 34 3.0% 2,0 3.7 1.7 3.0% 1 2 12 12 34 RCPT: HAND DRYER P t 2D 26 27 L 1 3.0% 2.0 3.7 1 1.7 30% 1 2 12 12 39 RWT: HANDORYER R 1 20 20 29 2b 2 L LTG:TENNIS000m5 1 2 10 10 314 3.0% ZO 3A 1A 310% 1 2 12 12 3/4 RCPr:RESIROW R 1 20 30 31 L 1 310)6 2.0 32 12 3.0% 1 2 12 12 374 EWC-RESTROOMS P 1 20 32 33 20 1 M Er-2A EFa 1 2 12 12 34 3.0% 02 12 fA 3016 1 2 12 12 314 RCP7:TELESIM. R 1 20 34 35 20 1 8 SPARE 1 3.0% 110 21D to 3.0% 1 $PARE 8 1 2D 38 37 20 1 S SPARE 1 3.0% 1A 2.0 1.0 3.0% 1 SPARE 8 1 2D 38 39 20 1 $ SPARE 1 3.0% 1.0 2.0 1A 3.0% 1 SPARE S 1 2D 40 41 20 1 S. SPARE 1 3.0% to 24 1 1.0 3.0% i SPARE 8 4 I 20 42 Load kVA Ampere Feeder Anpadty Total WA Per Phase GFP Ground Fault PramdLon LOCK Pad Laic ELECTRIC POWER cALc NC. Connected 62A 173.2 Amps 21.0 1 21.0 1 20A SNT ShurrtTdp gym switch Duty Relad COPYRIGHT MOM Calculated Demand 70.1 194.6 255 HACR Heating, Air CondtOwIng & RafiU KEY Key took Power Cato Pak TM CFO Ground Fault Currerd trdamlptar OPT" Options E"AlmoodM' pplication Project Name qky of Sebastian Municipal rk 16019 Na 2k3013.17 AM Ampom interruptingCapacay Oro Ground 'p"ads}1ow Project Phase,- Date Engineer James Khalif CU Copper Lv I Low voilage www.powercalcpalccom 0 2001- 2003 by Eleettic Power Cale Inc.; Patents Pend/ng Z lok PROJWI3 REGV 2k401303_Perk 051404VALL,Ida]MDP AIC Ampere Interrupting Capacity EUV Equipment Utilization Voltage LOCK Pad Lock Attachme SWD Switch Duty Rated KEY Key Lock OPTN Option GND Ground LV Low Voltage ELECTRIC POWER CALC INC. E-- --- Power Cale Pak TM Engineering applWaam spreadsheet www.Powertalepak.com Panelbow-d Mounding Interrupting AFC Phase PH PH-N , AVD Panel Panel Mains E Conduit Correction F Helo-al Designation g Matted Ratings gs Rating ng {PH) -PH Frame Ratlrtg AWG GND Size (TEMP) (FAG)Bar Bus MCB Options TVSS NEMA IsoEefed Pd" (inch) Ground s (P) N DPI SURFACE Fully Retsd 10,000 3 208 120 2.0% 225 225 MCS 1 4 410 4 2112 30 1 Cu YES 1 NO 100*!. 42 Overcurrem Protection Overcurrent protection Device (OPD) Branch Circuit Load Phase Phan Phase Load Branch Circuit Load Served Load Served Device (OPD) 1 o Trip P MI OPTN Q AWG GND C (in) %VD WA A B C WA %VD Serfs Q AWG GND C (in) O P Trip P CKT NO i 20 2 L 1 POLE At' 1 2 12 12 34 3.0% 9b 3b 2A 3.0% 1 4 10 10 314 POLE'Ct' L 3 26 2 3 L 1.6 Sb 2A 3.0% i L 4 11, Sb 2.0 3.0% 1 L 8 7 20 3 L PULE AT 1 4 12 1 12 34 3.0% 1.6 3.6 2.0 &0% 1 4 10 10 34 POLE'DI, L 3 26 8 9 L 9 3.0% ib 3,6 2.0 3.0% 1 L 10 11 L 9 3.0% ib 3.6 2A 3.0% 1 L 12 13 25 3 L POLE 81' t 4 1 50 10 34 3.0% 2.0 4.0 2.0 3.0% 1 4 10 10 34 POLE 9"d' L 3 26 14 46 L 1 3016 2.0 4.0 L 18 ti L 1 30% 2A 4A. 2.0 3.0% 9 3 26 18 20 99 2p 3 L POLE 8P 4 4 12 12 34 3.0% 1.0 3.0 2.0 3.0% 1 4 10 10 34 POLE T:2' L L 24 L 1 3.0% 1A 3.0 2A 3.0% 123 L 22 L 1 3.0% 1A 3.0 2.0 9,0% 9 25 25 3 L POLE 132' 1 4 1 10 10 39 3.0% 2.0 SA to 3.0% 1 2 12 12 34 DUGOUrMTO L L 24 L 1 3' 2A 3.0 to 3.0% 1 2 12 12 31429 $CORE BOXLTG L 1 t 20 20 26 28 37 L 1 3' 2A 3A 1 2 42 12 314 SCORE BOX STORAGE L t 20 30 20 a L POLE W 1 4 12 12 34 3.71E to 1A 1 32 3d L 1 3.0% 1A 10 SPACE 35 L 1 3.0% 1.0 1 SPACE 34 1A 1 SPACE 36 37 20 1 S SPARE 1 3.0% lb 2.0 1.0 3.0% 139 20 1 S SPARE 1 3.0% to 7-0 SPARE 8 1 2D 38 S 1 20 4D 1A 3.0% 9 SPARE 41 20 f 8 SPARE 30% 1.0 1.0 310% 1 SPARE a 1 20 42 Load WA Ampere FeederAmpacity r Total kVA Per Ptm$e GPP Ground Fault Pn1 oft LOOK Pad t.DCIC Connected 60.0 186.5 Arn ELECTRIC POWER CALL NC. p$ 20A 20.0 20.0 a. Shunt Trip am COPYRIGHT 2M.2w3 Switch Duty Rr>ted Calculated Demand 60.0 166.5 230 HACR Heating, Air Conditioning & Rft M Key Lode Power Cato Pak *• GFCI Ground Fault Current Iftruptsr OPTN Opttofls EtfyirwiFly 1ppleatloil Project Name qity of Sebastian Muntcipat rk Project No 2k30%17 AIC Ampere Intemapting Cape* GND Ground sp/sadshwt Project PFm9fe - Dots Engineer James Khalil Cu Copper Lv Low voltage www.ptDwercakpakcom Q 201- 2003 by Efoetdo Power Cato Ina; Patents Pending Z,,I PROJWI9 REGV 2k401303 Park 051404VAL.L ad$]MDP Panelboard Designation Mourning Method Interrupting Ratings AIC Rating Phase (PH) PH -PH PH-N %VD Penal Frame Panel Mains Rating B 1� @ AWG GND Conduit Sze (inch} Carraction Facto (TEMP) (FAC Bus Bar Main Lugo ONy TVSS NEMA !$olam3d Ground ca a�lar Reun® P,y.s (� N L2 RECESSE Fully Rated 20,000 3 20B 120 1.0% 125 110 MLo 1 4 1 6 2 30 1 Cu YES 1 NO 100% 42 Protection OverDevice Load Served Overourrent Protection Device (OPD) Device (OPD) (OPD) Load Served Branch Circuit Load Phase Phase Phase LeadF Branch Grc17k No Trip P M OPTN Sets QTY AWG OND C (In} IUD WA A B C WA %VD Sets QTV AWG GND C (in) OPTN Me P Trip No 1 3 20 2 P P A1CUNnr-TENNIS 1 1 2 12 12 34 4.0% 4.0% 0.5 Ob 4A to DA 0.9 40% 4,0% 1 1 2 2 3 e a 8 3/4 34 PWR:PAVLPCN#7 PAR: PAV1UONirr R R 1 1 2D 20 2 4 6 7 9 11 13 16 47 19 21 23 26 27 29 31 33 36 37 20 30 20 20 20 2D 20 20 20 20 20 1 20 20 20 2 2 t 1 1 1 t 1 1 1 1 1 1 1 1 P P 1 P P 8 8 R R R R R R R R R RI R IPWR:PAVL10Nff6 AIC UNIT- 001MESSION (ADD ALTERNATE44) WTR. HTR. SPARE SPARE PWR:PAVLicN#1 PWR:PAVLION1n PWR: PAVLtON#L PWR: PAVLfON#2 PM: PAV1OON#3 AW'R: PAVa90N1K1 PWR:PAVLIONN4 PWR: PAV8ION94 PWR: PAVLIONi$ PWR: PAVLINRB 1 1 1 1 1 9 f t 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 a 2 2 2 2 2 12 10 8 8 8 8 a 8 8 8 8 8 a 12 10 a 8F.4 8 8 8 8 8 8 8 8 8 3/4 $14 314 214 344 34 314 34 34 34 4.0% 4.0% 4.0% 4.0X 4.0% 4.0% 4.0% 4.0% 4.W 4.7% 4.0% 4.0% 4.0% 4.0% 4.7% 0.5 Ob 2.1 21 fA 1.0 OS 0.6 OS 08 OA O8 0.8 OS 0.8 OA 1.3 2.0 1.6 1.0 18 1A 3.1 2A 1.8 14 OA 12 3.1 1A 9.6 18 OA OS p8 1A 1A 1.0 1.0 fA 14 1.0 1.0 1A 08 1.0 12 0.1 0.1 1.0 4.0% 4.0% 4.0% 4.0% 4.0% 4.tr% 4.0% 4A% 4.0% 4.0A 4.0% 4.0% 4.0% 4.0% 4.0% 4.0% 4.0% 1 1 9 1 1 1 1 1 1 1 1 1 1 1 S 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 8 B 8 10 8 8 8 8 8 8 8 12 12 12 12 9 8 8 10 8 8 8 8 a 8 a 12 12 12 12 34 3% 314 W4 34 314 314 3'4 34 314 34 $14 34 314EWC-CONt'E88IO1N 34 PWR:PAVLICr1#B PWR: PAVILION 06 PWRPAVIL1ONt9 PWR;PAVLCN* PWR:PAVIUON#10 PWR: €AVILI)td#10 PWR:PAV9dIXN#11&12 MalPAVa.tON#13&14 PWR:PAVILrON#16&i6 PWR:PAVILION#17&1$ PWR: PAVOiON#19 RCPT. TENNIS RCPT. TEIWIB EF-t-CONCESSM (SASESP R R R R R 1 { 9 1 1 20 6 20 20 20 20 e 10 12 14 R R R R R R R R P M M 1 1 1 1 1 9 1 1 1 2 20 20 20 20 20 20 20 20 20 20 16 18 20 22 24 28 28 3D 32 34 38 SPARE 8 1 20 38 39 41 20 20 1 1 R S PWR: PAVLION48 SPARE 1 1 2 8 8 8 314 4.0% 4A% 02 Ob to 1.6 9A 1.0 4.0% 4.0% f 1 SPARE SPARE S 4 20 49 8 9 2D 42 Load WA Ampere Fender Ampacity Taal WA Per Phase a" Grand Fault Protacuon Connected 3511 9T4 An 11,5 12.2 11 A Sur Shunt TripM Calculated Demand 29.2 89.0 -� 130 HACR Heating, AU Conditioning & Re41g. LOCK Pad Lock COPYRIGHT M ELECTRIC POWER GYCNC SwD Switch Duty Rated fIEY Key txk Power Cato Pak TM GFCI Ground Fault Current Interrupter Project Nam! lty orSebastian Municipal rk ProjectNo. 2k3013,17 AIC Ampere Interrupilrg Capadty OP4N prgfala appgono r ' stoat es0 Ground Project Phase =Date Engineer James Khalil CU COpiar Lv Low Volbge www,powercalcpalccom 0 2001- 200 by E(actdo PC~ Cato Inc, Patents Pending Z:iA-PROJl013 REGU_2k401303 Perk 051404VA11 )*]MDP RICK GONZALEZ, A.I.A. PRESIDENT AR-0014172 120 S. DIXIE HIGHWAY, SUITE 201 WEST PALM BEACH FLORIDA, 33401 PH: (561) 659-2383 FAX: (561) i659-5546 mail®regarch.com CORPORATION NUMBER AA-0002447 1� 1JJ sEATaAN MUNICIP L COMPLE, PARK 1225 MAIN 3TREET SEBASTIAN FLORID REVISIONS NO 01 /29/04 1 PERMIT SET 57 14-04 DATE 10-24-03 SCALE NONE DRAWN DLD CHECKED JMK REG No. ICE JOB NO. ' 2K3013.17 OWNERSHIP AND USE OF THESE DOCUMENTS & SPECOCATiONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT THEY ARE MADE FOR IS EXECUTED OR NOT. THEY SHALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT, E6�. 2 31