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Mayport Road 1701 #1,2,3 1 REVISIONS BY 10'-0"t DESIGN HIGH WATER 2"x8" PT SYP MEAN ANNUAL = 11.00' NO. 2 CAP EL. + 12.00' 0.40 CCA LEVEL BACKIFILL GRADE TOP OF CAP \/\/- XM*'XMI,\ \ " " .. 112" BLEGD(YP) 12 Wx24 DPx36 L CAST=IN-PLACE CONCRETE EL. + 11.00' o H.W.L. DEADMAN PER SECTION H.W.L. o N HEX NUT AND '/2"0 x 12'-0" OGEE WASHER GALVANIZED ROD iv 10'-0" 0 EL. + 9.00' N.W.L. 3"x8" PT SYP. NO.2 ,/2 x 12.-0" " GAL N.W.L. _ WALER 0.80 CCA (TYP). r a 3 -0 STAGGER JOINTS OF 3"x8" �j PERVANIZED SECT1pNROD LEDGE WALERS. JOINTS SHALL .•'�� ,. iv ..w EL. + 8.00 1 LEDGE PILIGN E SPACING 8" BUTT DIA.. • Of \/\ zujo >1\ \//\// rr n . n W D J O 2"x8" x 6'-0" PT SYP Q z L- N J NO-2 0.80 CCA SHEETING 12"W x 24"DP x 3fi"L Y CUE iv L- FASTENED TO WALERS 1�_0" W/ 2 PCS-20d HOT DIPPEID CONCRETE DEADMAN C.j v ¢w o Z CAST IN PLACE g j GALV. NAILS EACH SHEET. DoLLi m z ` COVER INTERIOR FACE 7"-8" BUTT DIA. _ 0 5 - OF SHEETING WITH TIMBER PILING o FILTER CLOTH ® 5'-0" 0.C. O Y F-- D U (n Z � 0 EL. +4'-0" U -o-BTM OF PILE 7"-8" BUTT DIA. x 8'-0" PILE, 0.80 CCA ® 5' O.C. 5'-0" 5P-O" TYP 5'-0" 4' - 0" MAX. TIMBER BULKHEAD SYSTEM. TYPICAL TIEBACK DEADMAN LAYOUT SCALE: �/4" = 1'-0" SCALE: 3/4" = 1'-O" U 0 NOTE: < Q ^ THE 4'-0" TIMBER BULKHEAD DESIGN ASSUMES THE TOP OF THE • CONCRETE FOUNDATIONS OF THE ADJOINING BUILDING, IF ANY, ARE w Q 0 A MINIMUM OF 2'-0" BELOW GRADE AND A MINIMUM DISTANCE OF = 0 10'-0" FROM THE FACE OF THE 2"x8" VERTICAL SHEETING. �--- o m ryo � � C) w � Dm as .� � V) Q ^ Q0^ o TRUCTURp�,_ NOTES l)I � DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD BUILDING CODE. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, 0 THE ENGINEER SHALL BE NOTIFIED. ALL LUMBER, TIMBER, AND PILING SHALL BE PRESSURE TREATED IN ACCORDANCE ad WITH AWPA STANDARDS C-2 AND C--14. THE PRESERVATIVES SHALL BE IN PROVIDE ALL TEMPORARY BkACING, SHORING, GUYING, OR OTHER MEANS TO 0 ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571 J AND TTW--536 AND AWPA SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. STANDARD P-5. VERIFY ALL DIMENSIONS WITH CIVIL/SITE DRAWINGS. ALL ROUND TIMBER PILES SHALL BE CLEAN PEELED IN ACCORDANCE WITH ASTMD-25 WITH CLEAR WOOD STRENGTH VALUE AS IN ASTM D-2555. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER ALL PILING IN GROUND SHALL BE 0.80 CCA. ALL 3"x8" WALER MATERIAL AND 2"x8" PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO VERTICAL SHEET MATERIAL SHALL BE 0.80 CCA. ALL 2"x8" CAP MATERIAL SHALL CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. BE 0.40 CCA MATERIAL. DESIGN ASSUMPTIONS ALL LUMBER AND TIMBER SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE THE FOLLOWING DESIGN INFORMATION WAS ASSUMED FOR THE ANALYSIS OF THE INSPECTION BUREAU GRADING RULES. TIMBER BULKHEADS. 0 = 30' Pa = 40 PSF LEVEL BACKFILL ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET w = 110 PCF Pp = 330 PSF REQUIREMENTS OF ASTM A--325, TYPE I, AND HOT DIPPED GALVANIZED IN DESIGN ACCORDANCE WITH ASTM A-153. THREADED TIE RODS SHALL MEET REQUIREMENTS OF THE PRECEEDING DESIGN ASSUMPTIONS ARE BASED ON SUITABLE STRUCTURAL FILL PRB ASTM A-36 AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A--153. AND BACKFILL MATERIAL WITH NO ORGANIC MATERIAL PRESENT. THE STRUCTURAL CHECKED ENGINEER SHALL BE NOTIFIED IF UNSUITABLE SOIL IS ENCOUNTERED. CCK NUTS SHALL MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPEDATE ca GALVANIZED IN ACCORDANCE WITH ASTM A-153. 0304/02 SCALE w ALL NAILS, WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3/4 -O �oe o. EO'.-041 ALL CONCRETE SHALL HAVE F'c = 3000 psi WITH FIBERMESH. ALL REINFORCING - SHEET STEEL SHALL BE GRADE 60. rn TIMBER PILING SHALL HAVE A 7" TO 8" MINIMUM BUTT DIAMETER AS INDICATED. ff 04 Ll 7)) REVISIONS BY I 10'-0"f DESIGN HIGH WATER 2"x8" PT SYP MEAN ANNUAL = 11.00' NO. 2 CAP EL. + 12.00' 0.40 CCA LEVEL BACKFILL GRADE Mr N 90' BEND W/ TOP OF CAP 12"Wx24"DPx36"L 12" LEG (TYP) CAST-IN-PLACE CONCRETE EL. + 11.00 o H.W.L. ? � DEADMAN PER SECTION H.W.L. x o N HEX NUT AND 1/2"o x 12'-0" cD M OGEE WASHER GALVANIZED ROD N 10'-0" r 0 I EL. + 9.00' N.W.L. 3"x8" PT SYP. NO.2 " 1 " " N.W.L. r WALER 0.80 CCA (TYP).. /z � x -0 GALVANIZED ROD U O 31-090 STAGGER JOINTS OF 3"x8" 0j PER SECTION 4 LEDGE WALERS. JOINTS SHALL EL. + 8.00' 1 ALIGN W/ 7"-8" BUTT IDIA. N LTJ z a IV LEDGE / \ \��\���\\� � PILE SPACING w o \ /\ // \ \ \ n n , n �/� ��i 2x8 x 6 -0 PT SYP O NO.2 0.80 CCA SHEETING Y - �L� � N � FASTENED TO WALERS 1,-O" 12"W x 24"DP x 36"L � ¢Q W/ 2 PCS-20d HOT DIPPED CONCRETE DEADMAN U ¢m Z z CAST IN PLACE 0 GALV. NAILS EACH SHEET. ry w w w \ / o � 7"--8" BUTT DIA. 5: a I COVER INTERIOR FACETIMBER PILING QL ? O p i OF SHEETING WITH ., O f FILTER CLOTH ® 5 -0 O.C. F- Y LO Z OV EL. +4'-0" BTM OF PILE 7"-8" BUTT DIA. x 8'-0" PILE, 0.80 CCA ® 5' O.C. 5'-0" 51-019 TYP 5,_0,. 4' - O" MAX. TIMBER BULKHEAD SYSTEM TYPICAL TIEBACK /PEADMAN LAYOUT SCALE: 3/4.. - 1,=0�, SCALE:: 3/4 = 1'-0" U a z NOTE < Q w THE 4'-0" TIMBER BULKHEAD DESIGN ASSUMES THE TOP OF THE Ljj • CONCRETE FOUNDATIONS OF THE ADJOINING BUILDING, IF ANY, ARE = Q O A MINIMUM OF 2'-0" BELOW GRADE AND A MINIMUM DISTANCE OF O 10'-O" FROM THE FACE OF THE 2"x8" VERTICAL SHEETING. 0 cy- D 0 o N Q j L.L.Q. LL- 0 C V Wm W >— cy—.72 U F— H Z ^^�Q A L w 00 STRUCTURAL NQS I DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD BUILDING CODE. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, O. THE ENGINEER SHALL BE NOTIFIED. ALL LUMBER, TIMBER, AND PILING SHALL BE PRESSURE TREATED IN ACCORDANCE 48 WITH AWPA STANDARDS C-2 AND C-14. THE PRESERVATIVES SHALL BE IN PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO O ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571 J AND TTW-536 AND AWPA SUPPORT STRUCTURZAL ELEMENTS IN PLACE DURING CONSTRUCTION. STANDARD P-5. VERIFY ALL DIMENSIONS WITH CIVIL/SITE DRAWINGS. ALL ROUND TIMBER PILES SHALL BE CLEAN PEELED IN ACCORDANCE WITH ASTMD--25 WITH CLEAR WOOD STRENGTH VALUE AS IN ASTM D-2555. THE STRUCTURAL EINGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEAINS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER ALL PILING IN GROUND SHALL BE 0.80 CCA. ALL 3"x8" WALER MATERIAL AND 2"x8" PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO VERTICAL SHEET MATERIAL SHALL BE 0.80 CCA. ALL 2"x8" CAP MATERIAL SHALL CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. BE 0.40 CCA MATERIAL. DESIGN ASSUMPTIONS ALL LUMBER AND TIMBER SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE THE FOLLOWING DESIGN INFORMATION WAS ASSUMED FOR THE ANALYSIS OF THE INSPECTION BUREAU GRADING RULES. TIMBER BULKHEADS. 0 = 30' Pa = 40 PSF LEVEL BACKFILL ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET w = 110 PCF Pp = 330 PSF REQUIREMENTS OF ASTM A-325, TYPE I, AND HOT DIPPED GALVANIZED IN DESIGN ACCORDANCE WITH ASTM A--153. THREADED TIE RODS SHALL MEET REQUIREMENTS OF THE PRECEEDING DESIGN ASSUMPTIONS ARE BASED ON SUITABLE STRUCTURAL FILL (� PRB ASTM A-36 AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. AND BACKFILL MATERIAL WITH NO ORGANIC MATERIAL PRESENT. THE STRUCTURAL CHECKED ENGINEER SHALL BE NOTIFIED IF UNSUITABLE SOIL IS ENCOUNTERED. CCK NUTS SHALL MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. 0304/02 r SCALE 0 ALL NAILS, WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. / JOB No. E02-041 Y ALL CONCRETE SHALL HAVE F'c = 3000 psi WITH FIBERMESH. ALL REINFORCING - SHEET m STEEL SHALL BE GRADE 60. TIMBER PILING SHALL HAVE A 7" TO 8" MINIMUM BUTT DIAMETER AS INDICATED. S - 1 00 I i REVISIONS BY 10'-0"t DESIGN HIGH WATER 2"x8" PT SYP MEAN ANNUAL = 11.00' N0. 2 CAP EL. + 12.00' 0.40 CCA LEVEL BACKFILL GRADE TOP OF CAP \/ A 12Wx24"DPx36"L 90' BEND W/TYP � 12" LEG X\� CAST-IN-PLACE CONCRETE ) EL. + 11.00' o H.W.L. DEADMAN PER SECTION H.W.L. o N HEX NUT ANDi l MAP SHOYIIIIIII I NCS AS-BUILT SURVEY OF Parcel "A" Those certain parcels and lots of land lying in part of Government Lot 2 and Government Lot 3, Section 17, Township 2 South, Range 2q last, and being described as follows: Commence at the intersection of the east line of Mayport Road (as now established) and the north line of Jackson Road as shown on Plat of Donner's Replat recorded In Plat Book 19, page 16 and 16A of the current public records of Duval Gounty, Florida, and thence running easterly on the north line of said Jackson Road a distance of 174.3 feet for the point of beginning of the land hereby conveyed; theme running North 115 feet to a concrete monument; thence East 288 feet to an alley; theme South 115 feet to the north line of Jackson Road; thence West along the north line of Jackson Road 288 feet to the point of beginning; said property also being described as Lots 2, 3, 4, 5 and 6, Block 18, Donner's Replat, according to the plat thereof recorded in Plat Book IG, pages 16 and 16 A of the current public records of Duval County, Florida. Parcel "B" A tract and parcel of land being in Government Lot 3, 5ectlon 1-1, Township 2 South, Range 29 East and described as follows: Commencing at the Intersection of the east line of Mayport Road and the north line of Jackson Road (Donner's Replat shown recorded in Plat Book l9, pages 16 and 16A of the current public records of Duval County, Florida) and running thence east on the north line of sold Jackson Road, a distance of 174.3 feet; thence North a distance of 115 feet; thence West 124.3 feet to the east line of Mayport Road (as now established); thence along the east line of "port Road 5outhwesterly 123.2 feet to the point of beginning and being shown as Lot I, Block 18 of sold replat. Gertifled to: Vaughn Rivers Construction Scale 1" = 20' October 18, 2002 1 f I I , I � I , 7 G 10 II 12 1 I , 0 TYPE V"JET Tap.Ism CAPI I 111=q,1D �•$�' W Tap r PJS4 T�41 ' , Tap•11.45 1�"Dolt ro ID.« f+7�1 n � ' Mv.=1244 L2-1" 7�LF I6"PVC.oily Tap.IS3+1 GbGmaut TYPE Yr•k4ET R wr.•IZ34 rap•OB 4 Vd«« W.•,'34 N ' 4514"C.or�c•MQn.ro ID.« Inv,r 1x54 Yw.'D:16 SE ih y� 45c4"cont.Mon.ro ID.« d --4 - 4 -- x x 1 30 LF 51 WP IS 00A gh $� FF—� 121 x x x 103' +1274 ]OOD $ 15�Go•tw a6 —",p �da -1 mss'Pad IIJ'16 ,6 Apprac wutw d r KEW Mt I WI I .46 IIo II U I i 11.415 9.14 I FLARED Bb SECTION P I I I +15Ja Ilnv.F a12 I 4 +1254 I + +6b+6)2%1-J1 +4JjOF4.T1 +454 +'519 0 BAD, I I H. I W • 4JS P iQ 1 in 1-5ory Frame and Masonry Of f iceM orel�lbuse v I $ a OGR nJevA71A1•15190 I 1 , � a +19n ` • x •' / 15.47 I �� ' I I 4 +(I x +4.72 +454 I t5D9 +624 W 1+5.42 +4.76 x oJ 15.9 I 4 I a n.46 471 BAWINd iD J TV 1Iw C +on +12.51 1 �l - I C'Ww" I G1«01101R I I 1 I , J 1 ApQpv4m"Tap of Bank Jh x x w d� Top Y�v•=1511.45 I I TO `n� I 1 I x N IID4 +361 xhY+5.43 l� 4 P A R C E L g o P A RI;� E L q I q� +567 +9e4 W Z +12550 e' I x ■ JV +12M � 01 ' �ppr'onaate Y4oiters Edgd +12.16 g 1 1 414 = I concr•t« 1 Pav«■«nt , 1 •� �� ���•�• 4�'PVC M4�er Lr■r t B5i2 4•PVG LttiY t 9."14 +19D•1 11570 4•PVC,Sa�Rary LYr TV- ' +1.44 +l617 +5.40 t 4b5 +5.,4 D7 TOP -106 10.11(BW*) 11554 I +15.71 +t'SD7 +8.77 +15.46 .•II17 Yw.4•GYfILO=,24 POINT OF BE6INNI% POINT OF BE6INNIN6 15.10 I +I9Do x 4M III_,90 5E P=41 B' 0 r lPz Boraft"peoww* r Payel 'A", � � o I a a road Spike,no ID.« ,rp O East ( A $ �r ' QR ' m� �� ' OS I ' 154� \\ 76 LF!Y RI ODO 4.5 P p POW (d■�cU OA' � '-� �x x x � u�+ y� �� K �X — P P' PP p �� P S W fJ/1 ��1 x xP P P P 4� P P �1' P -- P P P P P P i t2 x V2• IP,no ID.« — — —0—i — — — — — — — — — —I Tap III-OWN Ja k 5 o n W'ftft-&-►I R o a d --- JWk6M Roos (ocean Ihave examhed the Federal Emergency Management Agency Flood Ir>•wrarxe Rata Map dated August �70� 't ROCS, /�1t �G �QC.F1, F�Or'�Q 1 �� .,.F �4 155, RM. Based on my Int4wpretotlOn thereof, is property Is situated In Zone, •x" SCALE 14 _ 204 i1 r T 2 8 2002 AS-WILT A5-BUILT &&NERAL NOTES RII'M aeavI BY, OFOP 4AYM FWANIarD We \ I ' , .: ° •,, �° � �� I. Bearings shown hereon are based on the °AM ##I O1��' 111W NAMDAM VAU"Watmw��OD� � �'� ���� ��►�M. �'� vN✓�N�V����T�T� a..a.ti..,•. ..• bed record bearingof 5 88°23'19" E for the ortANN �D �� c11e a r�c,R�M 6'e 6"0 " "t14woo°a"v�"�°°"*P kPhal r` north line of Jackson Road. P+4we No. �..�.� ���, po„y�..a� •aal of a Floridalaa 1lcwred«ur�ll«4pr and mgTper. 2. This survey was based on documents provided I HUNW C45tnrr rAT TM i ter Gae1T'1'7HAT Tw and was not abstracted for easements, covenants LEGEND --2S -rwIS'I x rAve4r* NAT8 4AM or restrictions, title, overlaps, car other matters of AM is I�� ��� M y � � �,/ matters this curve or. " eY'wrEm Urr STA" W11M t.lrr STATIM % �� record, or atte s by y D Found 4x4 Concrete Monument 3. Underground utilities serving or crossing this 0 Found Iron Pipe GO ' UNDEPLWtAM core g Harold T. Elland ' • pro�erty have not been located or shown. p C"�;���* NV MW��AL x Registered Land Surve or g Fence2 Iron Pipe (LB 1381) Wr s ser roan+sr W Rte,�ar wv � Florida Gertif Icate No. 2 18 4. asements shown hereon are for drainage —x— '�M'''�'°O���� R��v t� and utilities unless noted otherwise. ---♦P—Powerline/Pole and Anchor ^�' �1D � e crrr 5. This survey depicts visible Improvements only, no T--Telephone Line M► Elland d Associates, Inc., LB 1381 underground improvements or footings were located. —iY----- Gable T/V Line q,,, �,d,� �►AW Land Surveyors and Mappers Concrete Air Conditioner Pad ' 615 Blanding Boulevard, Orange Park, FI. © Concrete Elec. Transformer Pad ^ ''" 0�r+v�s�° Telephone 404--272-1000 FF No. 31:65--A Held Book 1321:01 Job No. 23Q55-B 1 r701 �'1ay�c�� T-14-1. INDEX OF DRAW I NC S cn Al ARCPITECTURAL SITE PLAN A2 TENANT DEVELOPI"1ENT FLOOR PLAN w F E1 ELECTRICAL LIGE-ITING PLAN E2 ELECTRICAL POKER PLAN x c.i z Al p7 w u "w a c ° LOT 7 ny,2 , LOT 9 LOT 10 LOT 11 L.OT 12 122 10' SETBACK P-OUND 1/12' IRON AP Tl --7 D� VF77 RA O ;o� 1 = o W W 10' SETBACK z — 12.c Q� ' ►I z --- nc j 4 LL- to OL ' ILLIco o iiI j I O W PROPOSED BUILDING sa 2 � � w.3 „ , ' w 4,00o SO. FT . ,, uj m o s I RETENTION BASIN W J — \ ,qua 1 09 T 1 0112 Q ^'� p I (— CAP) z J 1' 2 W FUTURE SIGN - - - W <o h� 11.0 LL 1 � J _ UNDERGRQUND` r 2.75 CIS LINE MARKER722 �.�rr f L.091 12.8 ,�� \ .Y ��]+ •r r t r�, Roov `� _I E /CELE <� . 09 12 27 SANITARY AUNHOLE 2.86 _--__- / 1` 51 -9 9� 11.85 JA CKSON RDAD z 12,1-3 04WATM VALHE ;�. ,� ,2 .175 A 30 RIGHT OF Y_ GAS IUNDERGR�ARaER � � WA PAVED NO DATE 'APPROVED C�'13ul4vlNGNOFFI BEACH 0 .1 � 3 oil JOB NO. C-676A FILENAME RECEIVED LCE5P CITY OF ATLANTIC BEACH BUILDING & ZONING DATE MAR 2 5 2003 3/25/03 DRAWN BY ARLPITECTURAL 51TE PAN 6Y: 11I .201 GNEG 1701 1"11AYPORT ROAD §MBY Al OF 2 W \C-(p76A\0T1-IER\PRELIM\LC ESP Dv4G PLOT DATE: 3/24/03 PLOT TIt�'f�E: II-84 21 i GW GW GW GW GW GW GW CW GW GW GW GW GW GW GW " C . O . � . 0 . U Z . 12'-4" 41 _ T A" - n I I I1 RIFF. IL N 1 I ci � I A2 0 � o 11 '� o 4OREAK M - SNOW ER m " , 104 3 7° S�C. r X 7° C. p, I 3�X 7 /c- 3r (n, I ex 7° 5.41. 3°X 7° N M� C41 !ry NR. , t , , � ►ti R F DEGKI 9°X 7 C. 3°X 7P S.C.FOR - AND .JOIST FRAMING 10' 11" W NOTES SEE DETAIL 1/A5 .r ISERVM � a5 107 , _ o, _3 g'"10" - ---5'_6� A/C -- ACOUSTICAL SEALANT CONT AROUND PERIM WH FILL ANY GAPS FASTEN 5TUD5 TO BETWEEN WALL AND w I PURLINS 0 5'-01 O.C. DECK W/ UL LISTED BACKER MATERIAL BEFORE CAULKING I' 0 LU w W 4 -- 1 NR FIRE WALL Z TO ROOF DECKLu t � O EXISTING — -__- 1 I4R FIRE WALL TO ROOF DECK LLa U jARFIJt_USF w w Lu 5/8" TYPE 'X' GWB lOq w W V = TAPED W/ 2" W 1 DE 0 PAPER TAPE AND VINYL OR CASEIN U Z JOINT COMPOUND - .-- -----___. z }•.- J Z " w 6 I/.4" BATTS INSUL w FURNITURE BY OTHERS 0 0 3 X 7 I .M. LL i I HR 6" 20 GA. STUDS AT O.G. MAX K FASTENED W/ 1" LONG SCREWS, SPACED AS DEFINED IN UL U41q \:qp i 1. 20 GA STUD CHANNEL X CONTINUOUS, ANCHOR 3 X 7 S.G. f ,� TO SLAD W/ FASTENERS AT 2'-0" O.G. MAX • e 4 REVISrONs NO DATE IV CONFERENCE A2 JOB NO. %yV C-676A x; FILENAME Lcetdf I I DATE LIL 3/25/03 DRAWN BY SGI'1 CHECKED BY SGM WA I I S TION ARC N I E 'TU RA L OOR PLAN. A2 3/4 1 -0 1 1/4" it-oil DF 76A\0THER\PREL1M\LCETPFP PWGPLOT DATE 'J/24/°3 PLO T TME: tt'34'56 1 EL9.CTFIcAL L99Ma FLUORESCENT LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX --._.s`_ _-�� _` FLEXIBLE METALLIC CONDUIT CONNECTION. _ _ =: r roe- r r _.. _. _.. ... . . _ r=. f € _ ® FLUORESCENT UGHTING FIXTURE, SAME AS ABOVE EXCEPT WITH EMERGENCY BALLAST. 11MELAK ROMII' ® FLUORESCENT LIGHTING FIXTURE - SURFACE MOUNTED. �? A P- I9 -) 0 PL FLUORESCENT, INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. � x O0-1 PL FLUORESCENT, H.I.O. OR INCANDESCENT LIGHTING FIXTURE - SURFACE t A A OR WALL MOUNTED. n r s'__ i 6 EMERGENCY LIGHTING FIXTURE. DO NOT SWITCH. P1-12 EXIT LIGHT - PROVIDE ARROWS AS INDICATED, SHADING DENOTES FACE e A c_ G � ORIENTATION. DO NOT SWITCH. TOGGLE SWITCH -- SINGLE POLE - QUIET TYPE 20 AMP, 120/277 VOLT HUBBELL NO. H8412211 WITH NO. P1 COVERPLATE -• 48" MOUNITING HEIGHT U.N.O. PROVIDE MOTION SENSOR SWITCH WHERE REQUIRED PER FL ENERGY CODE 415 MECJ4. G TOGGLE SWITCH - THREE-WAY QUIET TYPE 20 AMP, 12/277 'YOLT. A Tae HUBBELL NO. HBLI2231 WITH NO. P1 COVERPUITE - 4 MOUNITING HEIGHT. U.N.O. 3 4 C TO FIRE INCAND DIMMER - LUTRON "NOVA SERI -BEIGE' 1 SOLO WATT ALARM CONTROL D EIDE 4p P--1 WAREHOUSE LTS SW. FROM PANEL UNLESS N CATED OTHERWISE ON PLANS - MOUNTING HEIGHT. ,� DO NOT BREAK-OFF FINS TO GANG MOUNT DIMMERS. F - � A- �-...,. - �-, x BREAKERS "SWD" RATED � SINGLE RECEPTACLE - 20 AMP, 125 VOLT, 3 WIRE GROUNDING HUBBELL hIm1-� i NO. 33511 WITH NO. P7 PLATE, 18 INCH MOUNTING HEIGHT, U. N.O. goo Pi -8 'G..� 93 x v — .0 DUPLEX RECEPTACLE - 20 AMP 120 VOLT, 3 WIRE GROUNDING HUBBELL 3 4" CONDUIT x W NO. 53321 WITH NO. P8 COVERFILATE. 18 INCH MOUNTING HEIGHT, U.N.O. / A A d DU LEX RECEPTACLE -- SAME AS ABOVE EXCEPT MOUNTED ABOWE COUNTER, 42'P MOUNTING HEIGHT, U.N.O. PROVIDE SLOTTED CHANNEL i CONDUIT SUPPORT. G G �. DOUBLE DUPLEX RECEPTACLES-(2) TWO 2OAMP 120VOLT 3 WIRE GROUNDING, HUBBELL NO. 53521 WITH NO. P82 COVERPW 18 INH MOUNITING HEIGHT, TYPICAL TELEPHONE (TYPICAL) E PROVIDE BUSHING TYPICAL A TELEPHONE r U.N.O. OUTLET • � SPECIAL PURPOSE RECEPTACLE COMPLETE WITH COVERPLATE BOARD SEE FLOOR F PLAN FOR COMPLETE CONFIGURATION. x DUPLEX RECEPTACa WITH GROUND FAULT INTERRUPTER 20 ,AMP, 120 VOLT, 3 x B x 3/4* � { 3 WIRE GROUNDING. HUBBELL NO. GF53621A WITH N0. (iPS11 COVERPLATE. PAINTED PLYWOOD A 46 INCH MOUNTING HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED (TELEPHONE BOARD) IX AT 1 A.F.F. DATA/TELEPHONE OUTLET - 4 INCH SQUARE JUNCTION BOX 'WITH 1-GANG EXTPSION t A RINO, BLANK COVER PLATE - 18 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 3/4 CONDUIT TO ACCESSIBLE CEILING SPACE. 1\—l—#6 BARE COPPER GROUND TO ' A © JUNCTION BOX. NE=AREST APPROVED BUILDING GROUND. I MOTOR. FAN, PUMP OR AIR CONDITIONING UNIT. 1-1" CONDUITS PROVIDE 10'--0" SLACK AT BOARD. I TO PHONE CABINET AS ® LIGHTING AND/0R POWER PANELBOARD. DIRECTED BY SOUTHERN BELL ' WIRING IN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. 7072 x WIRING IN CONDUIT, RUN CONCEALED ABOVE CEILING OR IN WALLS. AO A G G 1 HOMERUN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. CROSSMARKS INDICATE QUANTITY OF NO. 12 CONDUCTORS. RUNS NOT TO SCALE COMBINE HOMERUNS EXCCEEPT/A2S SPECIFIOCALYINDICATED2ON I.TNH.E. PL�.AN.OT P-17 _ DENOTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE A A WP TAYMAC 80380 COVERPLATE, FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. U.N.O. UNLESS NOTED OTHERWISE. [�I A.F.F. ABOVE FINISH® FLOOR. �•. - �- - .�- � _,,, 0 3 e0 NEMA DISCONNECTSWITCH, `3 60/40 N3R" DENOTES 3 POLE, 80 AMPS, 40 AMPS LL- 0' FUSES N3R DENOTES DISCONNECT" NEMA RATING. METER CENTER w ® CONDUIT STUB UP TELEPHONE BOX L o SEE DETAIL E-3 a O � LIP I1 PLAN > � _ _. _ . ._. o � � �- V 4 Z �-- I--- zQ w LIGHTING FIXTURE SCHEDULE � TYPE MANUF. CAT. NUMBER LAMP Ug VOLTS MTG. HT. REMARKS A COLUMBIA J24-432G-FSA12-4EB8-FO741 F32 T8 3500K 4 120 COLING SEE NOTE 3 B COLUMBIA J24-32U6G-FSA12-4EB8-F0741 F32 U8 3500K 2 120 CEIUNG SEE NOTE 3 C COLUMBIA WC4•-232-EB8120 F32 T8 3500K 2 120 CEIUNG �i 'a D PRESCOL ITE CFR926EBDM-SI782-SCA 26W QUAD 3 120 CEILING E PRESCOLITE LEDR-N9-W WITH UNIT 120 COLING EXIT SIGN -- SEE NOTE 1 BRANCH CIRCUIT CONDUIT JUNCTION BOX F PRESCOUTE EDS4--NB 7.2 W 2 120 7'--e" ATTACHED TO STRUCTURE G G.E. GHBB--40M--OA5--V6--P MS400/BU/PS 1 208 SEE NOTE 7 SEE NOTE 4 & 8 + �w H COLUMBIA CLASS 1 DN 1 IND LIGHT 150A19 1 120 WALL SEE NOTE 8 J SPAULDING CEI-PM-M400-IV--DBZ 400 W MH 1 208 30'--0o POLE SEE NOTES 5 AND 6 a Fr OF FLEXIBLE CjoNowrr TO ALLOW EACH FIXTURE,PROVIDE FOR RELOCATION. INCLUDE GROUND WIRE K G.E. WISR--17MO-1-LMS3-DB 175W MH 1 208 SEE NOTE 8 TWO STEEL WIRE SUPPORTS ALL CONDUCTORS12 AWG COPPER. TO STRUCTURE. AT DIAGONALLY MAXIMUM OF THREE (3) FLEX. RUINS PER REVISIONS L G.E. WISR-40M0-1-LMS3-DB 40OW MH 1 208 SEE NOTE 8 OPPOSITE CORNERS OF FIXTURE JUNCTION rX.M LAY-IN TYPE FWORtE9CENT TROFFER NO IDATE N SEE LIGHTING FIXTURE SCHEDULE P COLUMBIA CH4-232-EB8120 F32 T8 3500K 2 120 CEILING O O O R T GRID WITH INVERTED APPROVED CUPOS, FOURRID.PER FCURE flXTUR FIXTUJRE TO V W C ETAL-TYPICAL LAY--IN RXTI)FETALLATION NOTES: NOT TO SCALE JOB NO. I. SINGLE OR DOUBLE FACE AS INDICATED ON PLANS. IF CEILING EXCEEDS 9'-0r WALL MOOUNT FIXTURE ABOVE DOOR. [✓- �7(pq 2. ALL FLUORESCENT LIGHT FIXTURES SHALL BE EQUIPPED WITH AN ELECTRONIC BALLAST. 3. FIXTURES TYPE 'A1',81 AND 'H1' SHALT. BE THE SAME AS FIXTURES TYPE 'R,B AND 'HI', EXCEPT WITH EMERGENCY BALLAST. FILENAME EMERGENCY BALLAST SHALL BE CAPABLE OF DELIVERING A MINIMUM OF 1200 LUMENS. OWTDFP 4. FIXTURE TYPE '01' SHALL BE THE SAME AS FIXTURE TYPE 'G', EXCEPT MRH QUARTZ RRESTRIKE. 5. MOUNT FIXTURE(S) ON 30'-0* SQUARE STRAIGHT STEEL POLE, SPAULDING #30-SO?S-6)25. DATE= S. FIXTURE TYPE 'J2' SHALL BE THE SAME AS FIXTURE TYPE 'J', EXCEPT TWO FIXTURES PER POLE, 3/17/03 SEE SITE PLAN FOR EXACT CONFIGURATION. 7. BOTTOM OF FIXTURE SFW1 NOT BE BELOW 25'-0' A.F.F. DRAWN BY B. CONTACT ARCHITECT FOR MOUNTING HEIGHTS SGM CI-IEGKED BY JI"1S E1 of 2 N \C-676A\0TNER\PREI.IP"\i_CEELP DWG PLOT DATE 3/24/03 PLOT TIME 11=35 32 r N. P-24 2 60 q0 -� P-28 P-2 P-10,12,1 4 EF--1 b L�+ 23-0 P-8W.m. D c j �y PANEL. P 1 { SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE P-1 EXISTING PHONE & POWER STUBS SIEMENS TYPE S3 500 AMP MAIN LUG ONLY CKT DESIGNATION CIRCUIT CIRCUITKVA KVA CIIRCUIITR CIRCUIT DESIGNATION CKTBREAKER -13 NO. N0. WIRE COND POLE TRIP TRIP POLE CQND WIRE 1 REC. OFFICES 12 1/2 1 20 1.0 1.0 20 1 1/ 12 REC. OFFICES 2 s � I 2~ 3 REC. OFFICES 12 1/2 1 20 1.0 1.0 20 1 12 1 REC. OFFICES 4 `J $ REC. SHOP 12 1 20 1.0 1.0 20 1 1/2f. 12 REC. OFFICES 6 7 REC. SHOP 12 1/2 1 20 1.0 1.0 20 1 12 1 REC. BATHROOM 8 9 REC. SHOP 12 j 1 20 1.0 1.0 20 1 1/ 12 REC. BREAKROOM 10 TELEP E BOAR{�� 11 REC. SHOP 12 1 20 1.0 1.0 20 1 12 REC. BREAKROOM 12 60 13 PHONE SYS 12 1/2 1 20 1.0 1.0 20 1 1/2 12 REC. BREAKROOM 14 5 �r 15 OFFICE LOT 12 1 20 1.0 4.5 30 ,2 3/4 10 WATER HEATER 16 Y. { 17 OFFICE LOT t 2 1/2 1 zo 1.0 P-20 P-16 19 OFFICE LGT 12 1/2 1 20 1.8 11.8 80 :2 3/4 8 AHU 20 r 9 21 OUTSIDE LUT + 12 1/2 1 20 1.8 22 23 SIGN + 12 1/2 1 20 1.5 4.5 40 2 3/4 8 AC 24 �1 25 SPACE 26 P-4 27 SPACE 4.5 30 2 3/4 10 FAN 28 29 SPACE 30 31 SPACE 32 33 SPACE 34 P-21,23 r 35 SPACE SPACE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 1 SPACE SPACE 42 TOTAL AMPS tVJ =,000 AMP. IPMs. swMt:mw& s►mm cwau amwu 1RATtr10 + THRU TIMER I P-6 P-5,7,9 Z METER CENTER p L.LI LL w d Z tY PONER PLAN LLILL � li8 � l -o � Z O w Q w Lu w � `a C) 4 EXISTING METER CENTER WITH 2O0A Z METER BASE AND TENANT MAIN. TYPICAL FOR 3 BAYS, SEE NOTE 2 z d w PANEL PANEL PANEL IP1 1000 AMP "P" "P1" SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE MAIN BREAKER0 SIEMENS TYPE S3 228 AMP MAIN LUG ONLY 208/120V CIRCUIT 3 P E 4 WIRE00 CKT DESIGNATION CIRCUIT BREAKER KVA KVA B IREEA CU CIRCUIT DESIGNATION CKT 42k AIC C7 CONDUIT AND CONDUCTORS BY OTHERS NO, N0. SERVICE RATED 800AIMP . 00 WIRE COND POLE TRIP TRIP POLE COND WIRE y 3POLIE (�JJ - NEMA-313 ENCLOSURE 1 SPACE 2 . STUB-UP INTO EACH BAY. 1 POWER, 1 TELE. 3 SPACE 50.0 125 3 2 1/0 1 FUTURE LOAD 4 { ' (TYP. FOR 2) SPACE 6 5 � Y 7 SPACE 3.8 20 2 3/4 10 SHOP Un8 �f: ', 9 SPACE L 10 11 SPACE 3.5 20 2 3/4 10 SHOP LM12 ', �-� A\ ' 13 SPACE 14 15 SPACE SPACE 16 REvi -11 '�'AT E 2.3 " C. WITH PULL CORD STABBED UP 17 SPACE SPACE 18 NO , IN EACH BAY. (TYP. FOR 2) 19 SPACE SPACE 20 SEE NOTE 2. 21 SPACE SPACE 22 23 SPACE SPACE 24 UTILITY COMPANY 25 SPACE SPACE 26 HAND BOX 27 1 SPACE SPACE 28 T(D4 REBAR IN FOOTING (SEE DETAIL) 29 SPACE SPACE 30 E JOB NO, RIND TO TELEPHONE SERVIC PER BELL SOUTH 31 SPACE SPACE 32 C-676oA RIEQUIREMENTS. 1 SETS: 4 2501 (AL), 3" C. TO TELEPHONE SEFNiCE BOX. 31/0 COPPER #4 (AL) GND SEE TELEPHONE RISER. 33 SPACE SPACE 34 TEL 35 SPACE SPACE 36 FILENAME r0E 4C. TO PROP. UNE DWTDFP DRAWING E2. 4 SETS: 4 5001 (AL), 3" C. 37 SPACE SPACE 38 39 SPACE SPACE 40 DATE POWER RISER DIAGRAM 41 SPACE SPACE42 3/17/03 SCALE TOTAL AMPS_ 1-50• . - 22000 AMP• rt M sYMMEl WAL sfl W CWW CUMNr RKW NOT 76 DRAWN BY • THRU CONTACTOR 'SC' SGM POWER RISER_NOTES, CI4EGKED BY 1. PROVIDE 2-200AMIP C.B. FOR PANELS P AND P1 JI�rI rJ 2. PROVIDE LOCKOUT PROVISIONS ON MAIN BREAKER BOXES PER J.EA STANDARDS. of 2 W\G-676A\DINER\PRELIM\i-05EPP ONG PLOT PATE: 3/24/03 PLCrr TIRE. 11:3555 �� MAP 5HONI N& AS- E3U I LT SURVEY OF Parcel "A" _ Those certain parcels and lots of land lying In part of Government Lot :2 and Government Lot 3, Section 1-7, Township 2 South, Range 2q last, R E C E -�✓E p -1 and being described as Follows: Gommence at the Inter5ection of the east line, of Mayport Road (as now established) and the north line of CI'•v ',. „ F,N,,,, Jackson Road as shown on Plat of Donner'5 Replat recorded In Plat 11,- , Iq, page 16 and 16A of the current public records of Duval Gounty, Florida, and thence running easterly on the north line, of Said Jackson load a distance of 1-74.3 feet For the point of beginning o t e an hereby conveyed; thence running North 115 Feet to a concrete monument; thence East 288 Feet to an alley; thence South 115 Feet to the MAR 2 5 2003 north line of Jackson Road; thence West along the north line of Jackson Road 288 Feet to the point of beginning; sold property also being de5crlbed as Lots 2, 3, 4, 5 and 6, Block 18, Donner's Replat, accordinq to the plat thereof recorded in Plat Book Iq, pages 16 and 16 A of the current public records of Duval Gounty, Florida. BY; _ arse I "J3" A tract and parcel of land being In Government Lot 3, Section 1-1, Township 2 South, Range 2ci East and described as Follows: commencing at the intersection of the east line, of Mayport Road and tr;e north line of Jackson Road (Donner's Replat Shown recorded in Plat Book Iq, pages 16 and 16A of the current public records of Duval Gounty, Florida) and running thence east on the north line of sold Jackson Road, a distance of 1-14.3 Feet; thence North a distance of 115 Feet; thence Wfat 12q.3 feet to the east line of Mayport Road (as now e5tobli5hed); thence along the east line of Mayport Road Southwesterly 123.2 feet to I:he point of beginning and being shown a5 Lot I, Block 18 of said replat. GertlFled to: Voughr Rivers Gon5tru6tlon Scale 1" = 20' October 18, 2002 I . I I 1 I I I 1 I 1 � q 10 11 12 I I C J TTPE'LG'INLET Gtorrrouf Topp• U22 Top•[954 T Gbrna1 � Gbc�wt � I TYPE'G'INLET , • krvr.+920 • N • 1 k+v.•17-44 °P` 2.6 LF 16'PVG 101%�1 T 1354 I Glxrrat , Trp•II.g5 , 10' holt,to ID. N � �Iq W I � Inv.• IZ3► OP' r 015.4 Vahro kri.•934 H 1 i 4x4'con[.Mcn.,no D. M - Imgp 1.2.54q hv.+bib 5� Q -���-�5�i X11 •I c ��i9" ��` F 'x4'Goncno. Mon. ID. M no ID. M r Q? 1121 x p fi� �� 9� {3� �--- �I _ - ,_ ' �� 20 LF 15'RLP ob% p x x 103' y 1 �A ,? 1p� .2000 1333 ounpetcr Pod 1 i Ilbb �l bpi }� �`� Ip}7rWt.k�cd.k7n a Z'Yiotar rv�n 'J M,� �c I (3 y� �p a� rye^ V \\ '01P'01P9r16 p �� 93° • I I I I '3 6 Db9 Fro+ro Bulkhead zj S0, I I I , I ' 11.95 4-A ���Ftp Ew 5EcnoN +1316 7/2+613+51+4bo+4.T7 +459 +5.13 ° +1254 -14 .95 I � O +122 919 SYS ,. .��i•113q59sa .46 CL I ,Y 5I ory Frame and rycearebu5e 1, I R a43 I16I4 > +911 yoF3 19.49 Fo02 ELVAON 13.'0 n � . ..� ° a +1796 I +5D3 +6.19 4 511 +4.T2 +4L0 x • X6• L3,41 I I mac/ +5.42 +4.Q 111:1 16 I in +L7bb I 2 5p oIB 11.46 0.77 Top IIb (rte o UA3 I q2 lop I.G 7' 0 +12 I +1911 51 �M �� q I •``J � �v ��s Glecrx�t I Gtaonut 1 I I I , u •� IWvxlnde Tap of Bork i Q I ry I T •13.90 T = [3b5 I I Ilb4 +9bl x +5.43 4w PARCEL " B 6D .=11.45 I I kw. 1155 PAR E L " A x � 919 +5$7 +964 � q21260 I 200,0' a + + lZha x '3/�� 09 +L2.1b y O 4-I'PVC Y4atnr Lhm +� 4'PYG 5cr"Lha I7 G o n e r a t e I P a v o m e n t I Gka t 'J 1236 9N +7.44 + +5.40 +465 +.3,1q T 11.95 I MODIFIED TYPE'G'INET ¢ +13D1 4'TNL 5crwlay Lhe T 1367 611 +5.99 02 aP +19 70 +[954 I +p.T7 hv,• 1111 Tw 4* loll(15526') +1302 +032 +13.46 +13.00 975 Inv.A 930 5E=914 POINT OF 13E61NNING I POINT OF 8E61NNIN6 °1O I I I1a1 ,� Parcel "B" o �, 2'f�PZ Backlla.l Prever<cr Parcel "A" O� ' 92 1� \ O 0 a r [9.15 6 1`11- \ 26 LF t5'RCT'•0D4% 1k•oati 5p1ke,no ID.r .9j D1 ry (a� � 4 q1 fih M,('1 'Na. x r '� EaaL (dooclJ ��'I'I43� fir Y•!t ✓bat (Uaecr) 76ti' 3:36 38 x krv.x 8.78 c�p M O x x ra � J CJCJ•�1�� y� tYp P p P -- P p �� P S UCS 1 P r �� p P P P P raffia ��6 I _�— d P -�— �- P P P P I!1' I.P ro ID. >S P P -- -� -- ExWk 5a�Loy M +010 Top. krv.a bLO N Ja c, k 5 o n 130,Rk3 t-a,-HCH R o a d ----- .Jackson Road Off 1CO&kre4XV50 (ocean ) NOTE, 1'101 Mayport Road, AktIcrittc Beach, Florida I have examined the Federal Emergency Management Agency Flood Insurance Rata Map dated August 15, 1(18,q. Based on my Interpretation thereol', this property Is situated in Zones 'x' 50ALE 1"t = 20' AS-BUILT A5-B1JILT OENEI2zAL MOTES IPFORHAT1oN PRO% DED E)Y, lN"ORMATION PROVLPE.A E, DATEi Wok-ar 22,2002 DATMi Octottow 2Z 2007 ►W-11E, ELAND ! A560CAAlM INC. NA)-1EI waSW R YM CoNSITRMTION I. Bearings shown hereon care based on the ,mss, 616 VLAWIN6 BOLIL.EVARD ADDRE56• Io02 EMRJ A1R BOLLEvARD record bearing qn h eon a 1G" E for the oRAN6E PARK,FLORIDA 52065 ORA 46E PARK.FLORIDA 52201M Not a11d FIOCI t the nsad Lr °"d �arlghal ralyed PHL*'..401 '104-=2-1000 PHONE NO- CD4) 264-0123 peal of o Florida lkenend suveyor aid mapper. north line of Jackson Road. 11 'r CERTIFY Tw,r r►,1E I ►ter CAfFMPY THAT THE 2. This survey was based on documents provided and was not abstracted For easements, covenants LEOEND x-'R5 Alit/IENT SANITAHATMRY x PAID AW ►ANITAW Ions title averla s or other matters of �cuzl"9 ALO°surrl�x � �wITA+�'S��+ cilRa AF�C7 F�t1rT� �_ snwrARY 5Y5T13�4 !�� ,/� /,•�� or restrict , , p , - X- -5TaRH ATER 0"NA61E F�lE?-WN sTolzfsv+T>=it DR AINA-6E PORCE Fw"5-r5 record, or matters unrecorded by this surveyor. 0 Found 4"x4" concrete Monumomt 14VT ZU UFT 97AT10N 5Y'97131 UFT 97AT7D" 1 �^ 3. Underground utilities serving or crossing this >� Found Iron Pipe " uNN � g Harold Y. Elland property have not been located or shown. ® Set 1/2" Iron Pipe (LB 1381) ARE AT THE -MALT'DR AND vlAJV ME LOC.AT10f29 AL � 1 Registered Land Surveyor 4. Easemc nt5 shown hereon are For drainage sT , •S SEr L7'FORTH 13YrF+ E AND r�r OA- D 012 L ND SU VV ,� IN �KO THE,.�„��,�B THE u1Y --x----- Fence 57�^�S��+g''��'pA eO''RD°p�° fO� 5�u+x1c,�,nor+s use arraruse APPROVED»r Tri cm' Florida Gertif Irate No. 2518 and utilities unie5s noted otherwise. �I�P---WPPOwerline/POIe and Anchor R •'►+T rta sscT► 4Y2 7 D STA � 5. This Sur ,ey caepicts V151b1e Improvements only, no T—Telephone Line 5t�,�i Elland Associates, Inc., LB 1 underground Improvements or Footings were located. rv----Gable T/V Line DATe, A+►n+owz>pv s+�sruTuae �� �TLand Surveyors and Mappers concrete Air conditioner Par.I 615 Blanding Boulevard, Orange Park, F=1, FUORIDA W6.LAND YOR'S F1o*L5=R6 Telephone q04-2-12-1000 0 Concrete Air Transformer o EI✓ No. 31 :6 5---A Meld Book 1321 :0I Job No. 23855-B ('REVISIONS BY 10'-0"f DESIGN HIGH WATER 2"x8" PT SYP MEAN ANNUAL = 11.00' NO. 2 CAP EL. + 12.00' 0.40 CCA LEVEL BACKFILL GRADE 90° BEND W/ TOP OF CAP 12"Wx24"DPx36"L 12" LEG (TYP) CAST-IN-PLACE CONCRETE EL. + 11.00' o H.W.L. DEADMAN PER SECTION H.W.L. _ - CD N HEX NUT AND '/2"0 x 12'--0" OGEE WASHER GALVANIZED ROD w 10'-D" 0 t EL. + 9.00' N.W.L. 3"x8" PT SYP. NO.2 V O x 12'-0" N.W.L. 10 3,-0„ WALER 0.80 CCA (TYP).. - GALVANIZED ROD STAGGER JOINTS OF 3";x8" °. U -I 4 LEDGE WALERS. JOINTS SHALL N PER SECTION Z w EL. + 8.00' '- 1 �— ALIGN W/ 7"-8" BUTT DIA. LJ z o LEDGE vCD cy— PILE SPACING w a r2»x8" x 6'---0" PT SYP < ¢ j - L NO.2 0.80 CCA SHEETING II 12"W x 24"DP x 36"L ac Q C5 K) N u.. FASTENED TO WALERS 1'-0" W/ 2 PCS -20d HOT DAPPED CONCRETE DEADMAN ~" Qwo z CAST IN PLACE U 0 0° GALV. NAILS EACH SHEET. � w / r- o w \\ COVER INTERIOR FACE 7"-8" BUTT DIA. = c� o z OF SHEETING WITH TIMBER PILING a z o o � » 0 ¢cn FILTER CLOTH C�7 5 -0 O.C. Y U) z � o ' � C) EL. +4'-0" BTM OF PILE 7"-8" BUTT DIA. x 8'-0" PILE, 0.80 CCA @ 5' O.C. 5'-0" 5>-0„ TYP. 4' - 0" MAX . TIMBER BULKHEAD SYSTEM TYPICAL TIEBACK DEADMAN LAYOU -i- SCALE: 3/4" = 1'-0" SCALE: 3/4" 0 C) z rte: < D THE 4'-0" TIMBER BULKHEAD DESIGN ASSUMES THE TOP OF THE W ° Q 0 CONCRETE FOUNDATIONS OF THE ADJOINING BUILDING, IF ANY, ARIE = A MINIMUM OF 2'-0" BELOW GRADE AND A MINIMUM DISTANCE OFA 0 [� 10'-0" FROM THE FACE OF THE 2"x8" VERTICAL SHEETING. n, D o m o 0110-1, _ a- w LLl >- D m Cm n,� _U G � � z v+ Q � C ) J F— Q 00 STRUCTURAL NOTES DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE 1997 STANDARD BUILDING CODE. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, 0 THE ENGINEER SHAILL BE NOTIFIED. ALL LUMBER, TIMBER, AND PILING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS C-2 AND C-14. THE PRESERVATIVES SHALL BE IN PROVIDE ALL TEMP(ORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO 0 ACCORDANCE WITH FEDERAL SPECIFICATIONS TTW-571 J AND TTW-536 AND AWPA SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. STANDARD P-5. VERIFY ALL DIMENSIIONS WITH CIVIL/SITE DRAWINGS. ALL ROUND TIMBER PILES SHALL BE CLEAN PEELED IN ACCORDANCE WITH ASTMD-25 WITH CLEAR WOOD STRENGTH VALUE AS IN ASTM D-2555. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE ARCHITECT, CONTRACTOR, OR ANY OTHER ALL PILING IN GROUND SHALL BE 0.80 CCA. ALL 3"x8" WALER MATERIAL AND 2"x8" PERSONS PERFORMIING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO VERTICAL SHEET MATERIAL SHALL BE 0.80 CCA. ALL 2"x8" CAP MATERIAL SHALL CONSTRUCT THE W(DRK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. BE 0.40 CCA MATERIAL. DESIGN ASSUMPTIONS h ALL LUMBER AND TIMBER SHALL BE SYP NO. 2 OR BETTER, WITH AN ALLOWABLE BENDING STRESS Fb = 1200 psi, IN ACCORDANCE WITH SOUTHERN YELLOW PINE THE FOLLOWING S.. GN INFORMATION WAS ASSUMED FOR THE ANALYSIS OF THE INSPECTION BUREAU GRADING RULES. TIMBER BULKHEADDS. o - 30' Pa = 40 PSF LEVEL BACKFILL ALL HARDWARE SHALL BE HOT DIPPED GALVANIZED. BOLTS SHALL MEET w = 110 PCF P'p = 330 PSF REQUIREMENTS OF ASTM A-325, TYPE 1, AND HOT DIPPED GALVANIZED IN DESIGN ACCORDANCE WITH ASTM A-153. THREADED TIE RODS SHALL MEET REQUIREMENTS OF THE PRECEEDING DESIGN ASSUMPTIONS ARE BASED ON SUITABLE STRUCTURAL FILL PRB ASTM A---36 AND HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A-153. AND BACKFILL MATERIAL WITH NO ORGANIC MATERIAL PRESENT. THE STRUCTURAL CHECKED ENGINEER SHALL BE NOTIFIED IF UNSUITABLE SOIL IS ENCOUNTERED. CCK NUTS SHALL MEET THE REQUIREMENTS OF ASTM-563, GRADE DH, AND HOT DIPPED DATE GALVANIZED IN ACCORDANCE WITH ASTM A-153. 03/04/02 cD r— SCALE 3/4" - 1,-0„ Q ALL NAILS, WASHERS, AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. >p JOB NO. W t e:C? r •. r E02--041 V ALL CONCRETE SHALL HAVE F'c = 3000 psi WITH FIBERMESH, ALL REINFORCING � �° "'` o SPIFFY STEEL SHALL BE GRADE 60. �+�'•'°,��\{ l ' m �•r. e 0) TIMBER PILING SHALL HAVE A 7 TO 8 MINIMUM BUTT DIAMETER AS INDICATED. 666666 i co ; ' SHEET 1 OF. • co cv 04 r 4 MAL rn 00 FLUORESCENT LIGHTING FIXTURE - RECESSED WITH JUNCTION BOX k E FLEAMEE MEIALUC CONDUIT CON ECT01. FLUORESCENT LIGHTING FUTURE, SAVE AS ABOVE EXCEPT WITH BASMiCY .1 LIGHTING FIXTURE SCHEDULE ® FILL SW IT LIGHTING FIXTURE _ SURFACE MOUNTED. O PL FLUORESCENT. INCANDESCENT OR H.I.D. LIGHTING FIXTURE - RECESSED. �La�U a� p u 8 c U 1 p E►;18 TYPE MANUF. CAT. NUMBER LAMP ggm VOLTS MTG. HT. REMARKS 00-1 PL FL�> F�H.LD. OR INCANDESCENT LIGHTING nxURE - SURFACE LI01?8B 01JUV11v 10 � 110 H SIZE A COLUMBIA J24-432G-FSA12--4EB8-FO741 F32 T8 3500K 4 120 CEILING EMERGO40Y LOMO FIXTURE. DO NOT SWITCH• X;;ili6 !g B COLUMBIA OWNER SELECTED WALL FIXTURE 2- 75 WATT 2 120 CEILING vaT uow - PRowm ARROWS As INDICATED, SHADING DENOTES FACEORIEXT TOGGLE ' + - SINGLE POLE - t1UIET TYPE 20 AMP, 12o/2n VOLT C COLUMBIA WC4--232-EB8120 F32 T8 3500K 2 120 CEILING TATUION 00 NOT SWRTCH 13 ,D3d D PRESCOLITE CFR926EBDM-ST782-SCA 26W QUAD 3 120 CEILING S FIl18BE11. NO HBLtT P1 T pUi��FL CODE 415 E PRESCOLITE LEDR-NB-W WITH UNIT 120 CEILING EXIT SIGN - SEE NOTE 1 ll N G PPRD�A MO SWTTCN - TFit WAY QUIET D MIP, 1 / z F PRESCOLITE EDS4-NB 7.2 W 2 120 7'-6" . No. HaL12z31 -�nTH No. P1 c�LATE - 4 IuNri 'HacTr, G G.E. GHBB-40M-OA5-V6--P MS400/BU/PS 1 208 SEE NOTE 7 SEE NOTE 4 do 8 BRANCH CIRCUIT CONDUIT JUNCTION BOX ATTACHED TO STRUCTURE IN LESS'. NDIC EDDimmOI` _ LUTRON "NOVA SER4��g-.BEIM 15D0 WATT H COLUMBIA CLASS 1 DN 1 IND LIGHT 150A19 1 120 WALL SEE NOTE 8 000 NOT -OOFr RN�GANGON MOUNT DIAMI��� J SPAULDING CEI--PM-M400-N-DBZ 400 W MH 1 208 30'-O" POLE SEE NOTES 5 AND 6 SINGLE RECEPTACLE W 20 AMP 125 VOLT. 3 WIRE GROUNDING HUBBELL 8 FT OF FLEXIBLE CONDUIT TO ALLOW 9- NO. 535i11 WiTH ND. P7 PLATE,is r" MOUNTING HEIGHT. GAG. K G.E. WISR-17M0-I-LMS3--DB 175W MH 1 208 SEE NOTE 8 FOR EACH FlXTURE,PROwDE FOR RELOCATION. INCLUDE GROUND WIRE DUPLE( RECEPTACLE -- 20 AMP 120 VOLT 3 WIRE GRDU HUBBELL ~/ L G.E. WISR-40MO-•1-LMS3-DB 40OW MH 1 208 SEE NOTE 8 TWO STEEL WIRE SUPPORTS ALL CONDUCTORS #12 AWG COPPER. 8' N0. 535521 WITH N0. Ps COVERi�IATE. 18 ►�iCH AIOUHTINO E U.N.O. TO STRUCTURE, AT DIAGONALLY MAXIMUM OF THREE (3) FLEX. RUNS PER M OPPOSITE CORNERS OF FIXTURE JUNCTION MAY-IN DUpL�X RECEPTACLE - SAME As ABOVE EXCEPT moumm ABOVE COUNTER, U N 47' MNJINT1Nfi HEIGHT, U.NA. �,3 TYPE FLUORESCENT TROFFER DOUBLE BBL. 53591W1TH ND. 2AT7�,11da1CHMOIIifTINfi WIRE HE1a0�Hf. P COLUMBIA CH4-232-EB8120 F32 T8 3500K 2 120 CEILING O O o o SEE UGHTING FIXTURE SCHEDULE U.N.O. R PSPECIAL LAN I= COMPS TE GU ATION.COMPUEFf WITH COVERPLATE SEE FLOOR YCD T TYPE "G" INVERTED 'r COILING GRID. SECURE FIXTURE TO DUPLEX RECEPTACLE WiTH GROUND FAULT INTERRUPTER 20 AMP 120 VOLT, V GRID WITH APPROVED CUPS, FOUR PER FD(TURE �}�, 3 WIRE GROUNDING. HUBBELL N0, GF53521A WITH NO. iiPSII COWPLATE. ^ p W Llll AT 1NCFII�ffIN IN0 HEIGHT, U.N.O. EXTERIOR LOCATIONS SHALL BE MOUNTED 11 1 I TTI �C NOTES: - DUAL— AL LA 1 —N � 1f^ RE I� �TM EAT I/1/YEIT.E"HONE OUTLET - 4 INCH SQUARE JUNCTION BOX WITH 1-GANG �NgION i••I••I v-4 1. SINGLE OR DOUBLE FACE AS INDICATED ON PLANS. IF CEILING EXCEEDS 9'--0" WALIL MOUNT FIXTURE ABOVE DOOR. NOT TO SCALE RING, BLANK COVER PLATE - 113 INCH MOUNTING HEIGHT, U.N.O. PROVIDE 3/7 ►� 2. ALL FLUORESCENT LIGHT FIXTURES SHALL BE EQUIPPED WiTH AN ELECTRONIC BALLAST. CONDUIT' TO ACCESSIBLE CEILING SPACE W rs. 3. NOT USED JUNCTIOiN BOX. MOTOR, FAN, PUMP OR NR CONDITIONING UNIT. cn 4. FIXTURE TYPE 'G1' SHALL BE THE SAME AS FIXTURE TYPE 'G', EXCEPT WITH QUARTZ RESTRIKE UGHTIN01 AND/OR POWER PANELBOARD. 5. MOUNT FIXTURE(S) ON 30'-0" SQUARE STRAIGHT STEEL POLE, SPAULDING #30-SQS-825. - — WIRING IIN CONDUIT, RUN CONCEALED IN SLAB OR UNDERGROUND. 6. FIXTURE TYPE 'J2' SHALL BE THE SAME AS FIXTURE TYPE 'J', EXCEPT TWO FIXTURES PER POLE, WIRING IIN CONDUIT. RUN CONCEALED ABOVE CEILING OR IN WALLS. SEE SITE PLAN FOR EXACT CONFIGURATION. 7. NOT USED HOMERUIN TO PANELBOARD - NUMBER OF ARROWS DENOTES QUANTITY OF CIRCUITS. CROSSMARKS INWCAJE QUANTTTY OF N0. 12 CONDUCTORS. RUNS B. CONTACT ARCHITECT FOR MOUNTING HEIGHTS VOID OF' CROSSMAR%S ARE: 1 2 INCH CONTXJIT, 3 NO. 12 U.N.O. DO NOT COMBINE: HOMERUNS EXCEPT AS SPECIFICALLY INDICATED bN THE PLAN. DEtgTES WEATHERPROOF - MOUNT RECEPTACLES HORIZONTALLY AND PROVIDE c WP TAYMAC 8035E COVERP ATE. FOR SWITCHES PROVIDE TAYMAC 40110 COVERPLATE. U.N.O. UNLESS NOTED OTHERWISE p A.F.F. ABOVE FINISHED FLOOR. 3maAA DISCONNECT SWITCH. "3 80/40 N3FT' DEES NOT3 POLE, 50 AMPS. 40 AMPS [-_y RM NSR DENOTES DISCONNECT NEMA RATING. ® CONDUIT' STUB UP P--19,21 CQI"I V irrmmmmmm�[►Irmi>TIlID1IIIUL(IItUTL[IIIfI1II1tIWIll111iIIIllllIIlllllfTlllIIIl1L�IIlil111[Il1IIlI]IlIfIIIIIIDIIIIIIfi IllfimllflllIDIllIIl11IIii111�UI111IDI11IIfI111l1fIIlIIIlillIllIT! IIIIIQllIrlllllllIIIIIIii(IIIIlllII1rIIifIIIIIlI11IIDllffi11111[I11IIIfItiIli11[lIID[llll 1II111II111I1111111BIIIIIfllll®1lllll[®IAIIUIiI>11flNllI111[Ilr XIII[IIIIIAIIIII®ID[ri®IDi[IIIIiIUiIIIIIIDiiUNil iill IDI1ilIIli111ii11iUllIIIIIIIlIIIiIIIID►III111IDI11IIIIllIiili(fTilllllf IiIIl1( ilfflnIIlltI11llII1iiIlllllgllllIIIIIllIIlI LL_ F F (n < �1,-�21 P 3 OQ- INER BORING o Q L___K ---L -- ....__� G l_K_ O Q J GI E___E)7T_ S117NDER TG G N.C.TOILET v � Ii Lu REF. o CL K J A Ll J Xn WAREHOUSE LTS SW. FROM PANEL P-1� R a0. -Z � BREAKERS "SWD" RATED A E O CL (> P--4DEINC]- Jrr FUTURE r U_TU_RE PZG SAyv I 0 TENANT SPACE_ TENANT_ SPACE ¢ Q GG OFFICE ' SNOP - � O LAMINATE COUNTEF i K I N L N REVISIONS NO DATE G PLY OD RACKS ��G 1 G J 64 K - - - - LAM_ I a roe NC _. \/ER7_ G AA J G-67� IIIIIlllilllllllrIllllllllllIIIIlIIIIlllllIII]I�lIAT]III(IIIUA]lIli11II11iIII1111IDIllIIIIlIIl111 III➢(IiIIIiiUIIII �V11Mi11[ [I — iliiT _-_ - FILENAME 1 [� T- -- �- It1iIiii m1IIIAi[ITfIIiIIilil .. - milli if tiQiffll(I IIIIIIIIIIIlliI[IIIrrIIIIlI1I1QI1nIl1 -- ------. `-" - _ E umIIIl1ll1IIIIIllI uIIlrllllllIll I E -- --- .T_ -� luffliflimillirmumm ImEmIllm inumanin _ITIRiQunmirill EI / DATE L L 2/2/02 DRAWN BY SGM O I �� CHECKED BY T E R PLAN, L SIGN 14,000 SQ FT E1 OF 3 w \G-676\P1_AN5\Ei DWG PLO- DArE 3/13/02 PLOT TIME Ib 3133 ( riot 1 a i� . r i 1 MDP-22 o ::a MDP-1 MDP-7 MDP-1 MDP -1 3 0� a� EF-1 EF-2 3 � 3 i 3mr1 1� 3� W L!�+1 ® ® (D (D 60 30 30 P-� 3 30 0 3 0 3-(5- 0 �..� PHONE & POWER STUBS MDP-27 MDP-39 MDP-26 MDP--8 0 P- ,11 P•�•-8 360 }•-I.C.TOIL -WH c� MDP-31 � db P-1 14,16 P-1 P-3,5 BEAK Rz 91 r�t 4> FUTURE FUTURE � OWNER LOCATED 2 60 TENANT SPACE TENANT SPACE 50 FLOOR OUTLET MDP--13 MD 18 OFFIC w w P-13 3 30 0 P_ TELEPHONE BCIARDZe NAL BU INE5 P--1 P 6 MDP-19 AITING U 33 � 0 � - o _ Lilt N .G.TO1 LET � METER CENTERFy _3 TELEPHONE BOX PANEL 'P' & 'MDP' m p SEE DETAIL E--3 LLw Q lY apo GROUNDING DETAIL _ FACING ON NORTH FI I O COORDINATECHiTECTWITHp- w � GROUNDING ELECTRODE MAIN LOAD CALCULATION CONDUCTOR BOLTED TYPE CONNECTION QTf. DESCRIPTION UNIT EXTEND KW CLOCK I I p DEVICE OR EXOTHERMIC WELD 1 TORK DO-100 L J PANEL 'L' WOOD SHOP TOTAL LOAD 140.1 KVA 1 FUTURE LIGHTING 3.5VA 27,562VA O NONMETALLIC PROTECTIVE N 1 0 SLEEVE nm 1 FUTURE RECEPTACLES 1vA 6300VA FLOOR SLAB cartr+a a ¢ 2 FUTURE I-•IWI-1 450OVA 9000VA 3 51GNAGE 1.5KVA 4500VA I i I 15A FOUNDATION OR FOOTING I 0 4 . A. a/�' coNOurT2 FUTURE HEAT 4 AHU 11.5KVA 23000vA JL I � I CONTACTOR 'W. I I PROVIDE4. 3L°'� CHANNEL FUTURE EQUIPMENT 20.0KVA 20000VA 4 POS 20A., 120V I I 2~ (MIN.) 4. A ° '4 CONDUIT SUPPORT. PHOTOCELL--ON AND T I OFF OUMET TELF�HDNE PROVIDE BUSHING (TYPI TELEPHONE CJII) CLOCK-OFF H-O-A I Y x a' x 3 4 BOARD SMTCH IN CLOSU�NE1dA-1 I O A C —'_-- I REV151ON5 H 20' MIN. P(E 04ME BOARD) i i NO DATE I I A4 AWG OR LARGER BARE COPPER DIRECT CONTACT WITH EARTH - _,- ONDUCTOR OR STEEL REINFORCING 1-Aa BARE COPPER UIWIND To L---- ----- _[` NEAREST APPROVED BUILDING GRDUNq. BAR OR ROD NOT LESS THAN 1-1, CONDurrs PROVIDE 1a—d SLACK AT BOARD. 1/2" DIAMETER TO DIRECTEDY NE SOMEINET ERRN BELL. NoIIa.S,� 1. SHOULD THIS PIECE OF REBAR OR COPPER ROD BE LEFT OUT OF THE SLA1B NOT TO SME NOT TO SCALE JOB NO, OR FOOTER, A SUITABLE SUBSTITUTE GROUND CONSISTING OF A CONDUCTORTOTAL LOAD 230,462VA SIZED PER N.E.C. 250--94, (BARE COPPER) ENCIRCLING THE ENTIRE G-67(0 BUILDING WILL BE INSTALLED 30" BELOW FINISHED GRADE AND AT NO =TOTAL AMP5 @ 208 3P 640 AMPS FILENAME ADDITIONAL COST TO THE FACILITY OWNER. 2. A BONDING POINT MUST BE MADE AVAILABLE FOR OTHER FAULT CURRENT AT 42KAIG: EXCEEDS JEA T AN5 E2 EQUIPMENT WHICH REQUIRES GROUNDING ACCORDING TO DATE N.E.C. SECTION 250--70(b) 2/2/02 DRAWN BY 5GM 1.. IH� I N PLAN, ��E�KEo BY P- _ scrl 1/8 1 -01 141000 50 FT E - 2 OF 3 W\C-676\PLANS\E2.DWG PLOT DATE: 3/13/02 PLOT TIME: 16:33136 tr]0 ( 6�Yl0(, � a u v' r �►rr w PANEL P PANEL MDP-SECTION 1 (SECTION 2 PNL 'P') 36° SURFACE MTA. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE SURFACE MTD. CIRCUIT BREAKER TYPE 120/208 VOLTS 3 PHASE 4 WIRE ad SIEMENS TYPE S3 600 ANP MAIN LUG ONLY SIEMENS TYPE S3 WITH SUBFEED LUGS 600 AMP MAIN CIRCUIT BREAKER WITH SHUNT TRIP w CKT DESIGNATION CIRCUIT CIRCUIT REAKER KVA KVA B IREAK� CIRCUIT DESIGNATION CKT CKT DESIGNATION CIRCULI' BCIRCUrr REAKER KVA KVA CI � CIRCUIT DESIGNATION CKT . NO. NO. NO. NO. WIRE COND POLE TRIP TRIP POLE COND WIRE WIRE COND POLE TRIP TRIP TPOLE COND WIRE 1 REC. SHOP 12 1/2 1 20 1.0 1.0 20 1 1/ 12 REC. OFFICES 2 1 r 2 WEATHERPROOF 3 REC. SHOP 12 1/2 1 20 1.0 1.0 20 1 12 REC. OFFICES 4 3 AIR COMPRESSOR 6 3/4 3 40 11.0 5.0 30 3 3/4 10 EF-1,2 4 TELEPHONE 5 REC. SHOP . 12 1 20 1.0 1.0 20 1 1/2f12 REC. OFFICES 6 5 J 6 ENCLOSURE T 1 �rI � 7 REC. SHOP 1x 1/2 1 20 1.0 1.0 20 1 12 REC. BATHROOM 8 7 18 3g' g 9 REC. SHOP 12 1 20 1.0 1.0 20 1 1/ 12 REC. BREAKROOM 10 9 1 NR COMPRESSOR 6 3/4 3 40 11.0 10.0 30 3 3/4 10 FUTURE 10 PROVIDE #8 GND. 11 REC. SHOP 12 1 20 1.0 1.0 20 1 12 REC. BREAKROOM 12 L 12 WITH 6' OF SLACK 13 PHONE SYS 12 1/2 1 20 1.0 1.0 20 1 1/2 12 REC. BREAKROOM 14 13 2.8 30 3 3/4 10 TABLE SAW 14 15 OFFICE LOT 12 j 1 20 1.0 4.5 30 2 3/4 10 WATER HEATER is 15 PANEL SAW 10 3/4 1 3 30 4.5 16 17 OFFICE LCT 12 1/2 1 20 1.0 L 18 17 1 10.5 60 3 3/4 6 AHU 18 BOND TO MAIN SERVICE GROUND 1`9 OUTSIDE LOT + 12 1/2 1 20 1.5 SPACE 20 19 20 21 OUTSIDE LGT * 12 1/2 1 20 1.5 SPACE 22 21 1 VERT SAW 10 3/4 3 30 3.8 3.5 30 3 3/4 10 A/C r 22 23 SIGN 12 1/2 1 20 1.5 SPACE 24 23 J L 24 25 SPACE SPAM 26 25 1 r 26 - SEE NOTE 1 0 27 SPACE SPACE 28 27 DUST COLLECTOR 3 3/4 3 40 9.0 3.5 20 3 3/4 10 BORING 28 n 29 SPACE SPACE 30 29 V. 31 SPACE SPACE 30 (2) 2" FROMPULL BOX IV32 31 32 SEE DRAWINIG E1 Z 33 SPACE SPACE 34 33 EDGE SANDER 6 3/4 3 60 15.5 15.0 30 3 3/4 10 FUTURE 34 ti 35 SPACE 3.5 20 2 3/4 10 SHOP LOT r 36 35 1 1 36 v 37 SPACE L 38 37 SPACE 3$ � � � 39 SPACI. 3.5 20 2 3/4 10 SHOP M40 39 JOINER 10 3/4 3 20 3.5 SPACE 40 TELEPHONE RISER DIAGRAM &I 41 SPACEEE 04 42 41 SPACE 42 NOT TO SCALE W TOTAL. AMPS §9 V.000 A'• RMS. I3VUSIRMWX SHORT CF4= cuRRFm RUM TOTAL KVA 140.1 TOTAL AMPS 369.z WOOD AP. MM VMLCrW.A SHORT CMRCUrr CURRENT RATMq • THRU CONTACTOR 'SC' TELEPHONE RISER NOS; 1. PROVIDE 1" C. FIROM TELEPHONE SERVICE ENCLOSURE TO EACH TENANT SPACE. (TYP. FOR 3) 2. COORDINATE EXACT REQUIREMENTS WITH TELEPHONE CO. 3. CONTACT SOUTHEIRN BELL ENGINEERING PRIOR TO INSTALLATION AT 1-888--840-242,7 (BUILDING INDUSTRY CONSULTANT) PHOTO CELL (L� NOTES SPEOMATKAS METER CENTER WITH 2O0A 0 Q cl METER BASE AND TENANT MAIN. :21 O TYPICAL FOR 3 BAYS, SEE NOTE 2 1. ELECTRICAL SERVICE AND INSTALLATION SHALL CONFORM TO THE LATEST EDITION 1. \VERIFY ALL EQUIPMENT CIRCUIT BREAKER SIZES PRIOR TO ORDERING GEAR TIME CLOCK ENCLOSURE OF THE NATIONAL ELECTRICAL CODE, APPLICABLE STATE AND LOCAL CODES AND TIHE INSTALLATION SHALL COMPLY WITH ALL LOCAL. STATE, COUNTY LAWS AND NEMA-3R ENCLOSURE 4 LOCAL UTILITY COMPANY REQUIREMENTS (ORDINANCES APPLICABLE TO ELECTRICAL INSTALLATIONS, AND WITH THE TC 1 LL AL Q REGULATIONS OF THE NFPA WHERE SUCH REGULATIONS DO NOT CONFLICT WITH 2. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE SERVICE 1THOSE LAWS. OBTAIN ALL PERMITS AS REQUIRED. W (� V (Y WITH THE UTILITY COMPANY PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR PANEL PANEL r O VERIFYING LOCATIONS AND REQUIREMENTS OF TRANSFORMERS, POLES, SERVICE 2. NOTIFY THE ARCHITECT/OWNER/BUILDER OF ANY IMPACT FEES REQUIRED BY 1000 AMP � "L" BY OTHERS (V � ) EQUIPMENT AND OBTAIN ALL NECESSARY APPROVALS FROM THE UTILITY TTHE COUNTY OR LOCAL UTILITY CO. MAIN BREAKER U (L COMPANY PRIOR TO COMMENCMENT OF WORK. UTILITIES SHOWN ON DRAWINGS ARE 208/120V Q TO BE USED AS A GUIDELINE ONLY AND MAY NOT NECESSARILY BE APPROVED. 3. AALL MATERIALS, EQUIPMENT AND APPARATUS SHALL BE NEW, OF CURRENT 3 PHAS A WIRE © 00 W FINAL' APPROVALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SERVICE RATED CONDUIT AND CONDUCTORS BY OTHERS MAAIVUFACTURE AND SHALL BEAR THE SEAL. OF APPROVAL OF THE UNDERWRITERS 3P�P � � .�.� NEMA-3R LABORATORIES. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ENCLOSURE O 3. CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING WITH OTHER TIRADES PRIOR SHALL PRESENT A NEAT APPERANCE WHEN COMPLETED. STUB-UP INTO EACH BAY. < TO ROUGH IN TO DETERMINE ROUTES THAT WILL NOT INTERFERE WITH OTHER TRADES. 1 POWER, i TELE. CL 4. FFURNISH AND INSTALL ALL EQUIPMENT NECESSARY FOR TEMPORARY LIGHTING (TYP. FOR 2) LLI 4. CONNECT EXIT LIGHTS AND EMERGENCY BALLASTS OF FIXTURES DENOTED AS EMEGENCY AND POWER UNLESS NOTED OTHERWISE. ENERGY COST PAID BY OTHERS. TO UNSWITCHED LIGHTING CIRCUIT O 5. TIN GENERAL, THE CONDOR INSTALLATION SHALL FOLLOW THE LAYOUT 5. ALL LIGHT SWITCHES SHALL BE MOUNTED AS CLOSE TO ADJACENT DOOR FRAME SHOWN ON THE PLANS. THIS LAYOUT IS HOWEVER DIAGRAMMATIC AS POSSIBLE ONLY, AND WHERE CHANGES ARE NECESSARY DUE TO STRUCTURAL CONDITIONS, OTHER APPARATUS OR OTHER CAUSES, SUCH CHANGES B. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. REFER TO ARCHITECTURAL, SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER. IT IS 2.5 ' C. WITH PULL CORP SNUBBED UP MECHANICAL AND CML DRAWINGS IN ORDER TO BE AWARE OF CONDITIONS AFFECTING FRECOGNIZED THAT BRANCH CIRCUIT ROUTING SHOWN ON THE IN EACH BAY. (TYP. FOR 2) ELECTRICAL WORK. DRAWINGS MAY NOT ALWAYS BE THE MOST ECONOMICAL OR THE SEE NOTE 2. MAOST FEASIBLE METHOD. ROUTING MAY BE CHANGED BY THE CONTRACTOR 7. CONTRACTOR SHALL COORDINATE ALL MECHANICAL EQUIPMENT CONNECTIONS WITH AWD INSTALLED PER THE IATEST NEC. UTILITY COMPANY MECHANICAL CONTRACTOR AND EQUIPMENT SUBMITTALS PRIOR TO ROUGH IN FOR EXACT HAND BOX LOCATIONS, CIRCUIT SIZES, AND BREAKER REQUIREMENTS. NOTIFY ARCHITECT OF ANY S. AkL.L CONDUCTORS SMALLER THAN 3/0 SHALL BE COPPER THHN WITH NOT LESS CHANGES TO CONTRACT PRICE IF WIRE SIZE INCREASES. TIHAN 98X CONDUCTIVITY. CONDUCTORS 10-14 MAY BE SOLID OR STRANDED TO #4 REBAR IN FOOTING (SEE DETAIL) QAND TO TELEPHONE SERVICE PER BELL SOUTH 8. MECHANICAL CONTRACTOR TO PROVIDE BATH FANS AND RELAYS TO INTE=RLOCK AHU'S. 7. AALL RECEPTACLE CIRCUITS SHALL BE SEPERATE FROM LIGHTING CIRCUITS. ALL REQUIREMENTS. \-I SETS: 4 500# (AL), 3" C. TO TELEPHONE SERVICE BOX. REVISIONS MON--LINEAR LOADS SHALL HAVE A SEPERATE NUETRAL WIRE FOR EACH CIRCUIT. 3/0 COPPER #1 (AL) GND SEE TELEPHONE RISER. 9. ALL CONDUIT TO BE SUPPORTED INDEPENDANT FROM CEILING GRIP NO DATE 3 4" C. TO PROP. LINE 4 SETS' 4 500 (AL), 3' C. 8. ITL IS THE CONTRACTORS RESPONSIBILITY TO VERIFY CATALOG NUMBERS IN SEE DRAWING E2. 10. ALL LIGHT SWITCHS SHALL BE INSTALLED PER FLORIDA ENERGY CODES. PROVIDE TTHE FIXTURE SCHEDULE TO ENSURE IT MATCHES THE DESCRIPTION GIVEN OCCUPANCY SENSORS OR DUAL SWITCHING AS REQUIRED. A1ND FOR PROPER CEILING MOUNTING. REQUIRED ACCESSORIES, ETC. POWER RISER DIAGRAM 9. AkLL CONDUIT AND BOXES PASSING THROUGH OR INSTALLED WITHIN FIRE NOT TO SCALE WWALLS AND SMOKE WALLS SHALL BE INSTALLED SO AS TO MAINTAIN THE IW EGRITY OF THE WALL THROUGH WHICH IT PASSES. BOXES TO BE EQWER RISER NOTES: B NO. '[INSTALLED WITH 1/IT' OF WALL SURFACE. JOG-�o7(60 10. TIRE CONTRACTOR SHALL LEAVE THE ENTIRE ELECTRICAL SYSTEM INSTALLED 1. CONTACT CHRIS HEBERT W/ JEA FOR APPROVAL 83Y HIM UNDER THIS CONTRACT IN PROPER WORKING ORDER AND SHALL 2. PROVIDE LOCKOUT PROVISIONS ON MAIN BREAKER BOXES PER FILENAME �j RREPLACE, WITHOUT ADDITIONAL CHARGE, ALL WORK OR MATERIAL WHICH J.EA STANDARDS' E3 WAY DEVELOP DEFECT'S, ORDINARY WEAR AND TEAR OR DAMAGE RESULTING DATE FFROM IMPROPER HANDLING EXCEPTED, WITHIN A PERIOD OF ONE YEAR FROM 2/2/02-- 1 TIHE DATE: OF FINAL INSPECTION AND ACCEPTANCE FROM THE ARCHITECT OR O)WNER BALLASTS SHALL BE INCLUDED BUT LAMPS SHALL BE EXCLUDED. DRAWN BY SGM CUECKEE) BY SGM COLUMN T4 HALL „12ETAI L ES OF � W\C-676\PLAN5\E:'3.0WG PLOT DATE 3/13/02'( PLaTTIIME:: 16:35:24