Loading...
HomeMy WebLinkAboutMay292015SSDwebpostings2PLANNING DEPARTMENT SHORELINE SETBACK APPLICATION NO FtPP1�IC}} Instructions: File all information requested under Part A�ox processing the Determination of Applicability (§8-27.1), including signature page. Fill out Parts A and B if you know, due to proximity of the shoreline, that your parcel will require a Certified Shoreline Survey. if you are proposing a permitted structure or subdivision within the shoreline setback area fill in Part C. For applications involving a variance, complete Part D, FOR OFFICIAL USE ONLY: SSD 201 - Acce tance Date: Website Posting Date: Determination Date: Planning Commission Date: Expiration Date: Planner Assigned: A licant Information, Applicant: N TI©NAL T 1%Opl•4k%lL P3eT Nt0AIc GPIRVSP Mailing Address: A licant's Status: 4423 L.^WAi 42�tO• 1C®L.OAr 141 g% T 5(o (Check one) Phone: g Email: Owner of the Property ❑ Lessee of the Property ❑ Authorized Agent A (Holder of at least 75% of the equitable and legal title) Lessee must have an unexpired and recorded lease of five (5) years or more from the date of filing of this application. If not, Owner(s) must provide a Letter of Authorization. Attach Letter of Authorization Transmittal Date: 4�q is Information (attach additional County Zoning District: �� Tax Map an Area: PROJECT DESCRIPTION: Interior renovation of existing visitor center involving of removal of interior walls. Additions to include , to include new entry covered entry (300 SF) Departure Pavilion ((360 SF) Rear Covered Entry (42 SF) and an open lanai to the west. Improvements also include an ADA ramp to the existing restrooms, Check all that apply, fill in applicable information. Any box checked must be accompanied by additional information, photos and/or documentation, Properties Abutting the Shoreline ❑ Project's approximate distance from shoreline: _ Pro erties Not Abutting the Shoreline i J t Project's approximate distance from shoreline: v�% TO r060, 6 5 9Z r4N/6 ❑ Additional Information: Closest distance of improvement(s) from Shoreline is approximately 504 '�' ft. Oro 6 Cie 1 C 99 f v6t Number of parcels and type of improvements (roads, buildings, structures) between Shoreline and this parcel: -1- 3iosns PLANNING DEPARTMENT SHORELINE SETBACK APPLICATION FOR OFFICIAL USE ONLY; SSD 201 Acce tance Date: Website Posting Date: Determination Date: Planning Commission Date: Expiration Date: Planner Assigned: ❑ Topography (undulating flaT, slope, etc.) and ground elevation of subjeot parcel (Lowest and Highest elevations) �cdt�s�,v/a�riaNON► 1Cn' ht6L 'io Flo' MyL. ❑ Shoreline type (e.g. beach, dune, roclry, sandy with rocky outcropping, etc.) odK`i �✓tior2�LlIJ Artificially armored Shoreline 8lf checked, at type of armoring (e.g. seawall, revetment, bulkhead): Is the armoring permitted/authorized? ❑Date of authorization (attach copy of authorization letter): Is property in coastal floodplain (if checked, what zone)? Has this pro_pertp been subject to coastal hazards in thepast? (If checked,: If the proposed structure or subdivision is within the shoreline setback area then, please be aware that if the determination of a structure is approved, the Applicant shall agree in writing that the Applicant, its successors, and permitted assigns shall defend, indemnify, and hold the County of Kauai harmless from and against any and all loss, liability, claim or demand arising out of damages to said structures from any coastal natural hazards and coastal erosion, pursuant to §8-27.7(b)(2). The requirements of the Subsection (b) shall run with the land and shall be set forth in a unilateral agreement recorded by the applicant with the Bureau of Conveyances or the Land Court, whichever is applicable, no later than thirty (30) days after the date of final shoreline approval of the structure under §8-27.8. A copy of the recorded unilateral agreement shall be filed with the Director and the County Engineer no later than forty-five (45) days after the date of the final shoreline determination and approval of the structure and the filing of such with the Director shall be a prerequisite to the issuance of any related building permit. §8-27.7(b)(6). Applicant's Signature Signature Date � ,. Annlicability itn be com€iietedbv P9amrans lienartmrritT � ❑ Setback Determination necessary. Requirements of Ordinance No. 979 are applicable. � Planning Director or designee Date -2- f C1c.' 2 Shore -ffjy " .Rate (hange�' Ka L Ip� Kafwa o: Ivor 4 3 Tire preparation do he poster one f n lood in port p� 111— Coastal Z: Ad Charles Fletcher. Matthew Barbee, Siang Chain Lim. t\qt Matt Dyer, andAY M1 Dealt University f Hawaii Coastal Geology Group School of Ocean and Earth Sciencesand Technology 1689 EastWest Road, Honolulu, HI 96822, U.S.A. Scale 1:3690 NATIONAL TROPICAL BOTANICAL GARDEN VISITOR CENTER TMK: (4) 2 — 6 — 003 : 063 4425 LAW,41 ROAD, KUKUI'ULA, KOLOA, KAUA'I, HAWAI'I -ti � a nn��,�A��E J _ L— ,. _ ��,'� _ t osm�tatwAM��, ��� �� 3�. o - <. i �:_ e e ko�oA� rcnuaF -, PROJECT LOCATION � ,�`'"'z- ' DISTRICT OF KOLOA <,<,.,. ,..e.,. .,.,.. a„N_ ...,__- �A� ISLAND MAP T.M.K. MAP PROJECT LOCATION SCALE: N.T.S. TMK: (4)2-6-003: 063 KOLOA, KAUA'I — � 258°00' t 760,40 CONTAINER CONTAINER _ _ -- _ -- FF-426E FF-4412 Roan vlc�.-uw r®¢ ➢roR ', :�➢Top q TREE Pu�La¢e ® NGNi ,,,� .< MANGO YLHEE __ . I ^^� dw�on. I E tw enmJ Ff]S 1RANSNRNER D . e g E�< n�o` MA® 0 TREE I �d i N � '� wee E�%ISTING aEL < VISITOR CENTER - FF=4E 24 O AN®E `ionoi' O DECK � � �� RI O PARTIAL SITE PLAN u ®ateet TABLE OF CONTENTS A-0 TITLE SHEET, IECC COMPLIANCE, VICINITY MAP, SITE PLAN A-7 EXISTING FLOOR PLANS, DEMOLITION PLANS, NEW FLOOR PLAN FOR RESTROOM A-2 NEW FLOOR PLAN FOR VISITOR CENTER A-3 FOUNDATION PLAN, ROOF FRAMING PLAN, FOOTING DETAILS A-4 REFLECTED CEILING PLAN, COLUMN & WALL DETAILS A-5 BUILDING SECTIONS, INTERIOR COLUMN &WALL DETAILS, INTERIOR ELEVATIONS A-6 EXTERIOR ELEVATIONS - MAUKA & MAKAI A-7 EXTERIOR ELEVATIONS - EAST & WEST A-8 GRADING PLAN, PLUMBING PLANS & DIAGRAMS E-1 POWER & LIGHTING PLAN, ONE LINE DIAGRAM, PANEL SCHEDULE BUILDING CODE INFORMATION INTERNATIONAL BUILDING CODE, 2006 EDITION WITH LOCAL AMENDMENTS UNIFORM PLUMBING CODE 1997 EDITION WITH LOCAL AMENDMENTS NATIONAL ELECTRICAL CODE, 2005 EDITION INTERNATIONAL FIRE CODE, 20Dfi LAND USE ORDINANCE INTERNATIONAL ENERGY CONSERVATION CODE, 2009 EDITION WITH LOCAL AMENDMENTS UILDINO PERMIT APPLICA ONS SORTS FO COb@LIAN THHENERDY CO O F ild -i d omma Ibuildmg � L ( ludl B uP0 ed 5 i 1010.]ofthoWe dEve Co Cad }Ne[II bl kalWlb oo t0 N fie [UUPah 1 N n�goel P hi 4e M th OMiwo 890 DIINo 2 32 Dmft3 8ec4avl 8. (} TN rt5 yhembm,ned ecpuntetyta lfieHwldln60Hicvlmlenerlmluding Ne�d<n1lRvatlonafihvbvilding COUNTYOP KAUA'[ CHAPTER 12, KAUA'1 COLPITY BUILDING CODB tWllA'IC011NTYCODE I98], A9 AMENDED- AAT199.6-ENEROY CODE Ieen3yuhef il, desl�ivineomPlienacmth the Eiuep Cadepercetiungro: Seetiao 1Y63 Adoptlav Mdw lnhxnegapal Energy Canwvetton Cede (ICCC} 5<0 12 LoeviAmeMmevbrothe IECC ai�ma: .:0;�:3.6i5'. Names. V ri�::tnoAi vane No: %✓��/ z w 0 (Y Q O J �U`U_ � 0 Z O m F" m �UQ Q � d � I.l.l cC � O G ~ O z O J O �Uz � Q z O N z � O I- Z � � Y LLI X O g � W � H O K AS SHOWN NM ov: AHV-ARCH co MAR. 2015 RPRELIMINARV SHEET NO: QUO DECK STAFF„ OFFICE DECK -��— II II III GIFT SHOP DECK EXISTING FLOOR PLAN SCALE: 1/8"=V-0" DEMOLITION PLAN SCALE: 1/4"=1'-0" LEGEND O1 DEMOLISH EXST. INTERIOR WALL O REMOVE EXST. DOOR/FRAME O DEMOLISH EXST. WALL BOARD ® REMOVE EXST. WINDOW/FRAME O DEMOLISH EXST.STAIRS/HANDRAIL © PROVIDE 12' WIDE BY THIGH FRAMED OPENING FOR NEW ENTRY DOOR O REMOVE EXST. TOILET/GRAB-BARS ® REMOVE EXST. SINK (FOR RELOCATION) REMOVE EXST. PANEL OVER EXST. WINDOWS 10 DEMOLISH EXST. COUNTER EXISTING FLOOR PLAN SCALE: 1/8"=1'-0" 18' �� j; WOMEN MEN PROVIDE NEW OPEN'G 'DECK TO MATCH EXST. DEMOLISH EXST. STAIRS/H/WDRAIL FLOOR PLAN SCALE: 1/4"=1'-D" AS SHOWN NM er:AHV-ARCH Eo MAR. 2015 RPRELIMINARV SHEET NO: 6'-4 WI CONC. CAP NEW 7' HIGH SCREEN WALL OVER ROCK WALL BASE DEPARTURE PAVILION COLUMN W/ W D. BASE w/sTONE BnsE WI CONC. CAP EXST.SINK TO GIFT SHOP NEW STONE RETAINING WALL COURTYARD CONC. WALKWAY I o i it J�4 I a I COVERED ENTRY rvews°xsa STOREFRONT I� UTILITY it W/SAFETY SITS, F _ -____------� ® ♦___� EX. DECK 15' I I � a 5'-6' INFILL DR. OPENING STO SHORT WALL (MATCH EXST) G--v- tit - 33�F -'tr "LE__ -v _---_ P_ Iy INFILL DR. OPENING BENCH III : INFILL WIND.OPEN'G %ISTIN NEW CASED OPENING I I I II jl III m Ir EXST. WALUELEC PAN RE11 AI NEW THRESHOLD IIII EX DECKI NEW DISPuv WALL NEW BOXED COLUMN I COVERED ENTRY NEW SHORT WALL j11 4%4WD. PORT IN WALL (TO MATCH EXST.) u -----) GIFT SHOP i 40.42 III ii N BENCH RELOCATED SINK LOCATION til NEW (2) fi-0 X] 0 FUR WALL FOR PLUMBING bT STACK BARN DRS SHORT WALL (MATCH EXST) II I III h' rfi II i i I r�- STONE RETAINING WALL FLOOR F DSCALE: 1/4'=1'-0 EX. DECK --=--111� 42�.27 ---- ANEW SHORT WALL (TO MATCH EXST.) STONE RETAINING WALL O (EX.) CESSPOOL O LEGEND E ASSHGWN NM or, ANY- ARCH NEW 2X4 STUD FRAMING WALL DATE. MAR. 2015 �---� NEW BE. & BATTEN WALL TO MATCH EXST. REVISED PRELIMINARY b"'---i EXST. BD. &BATTEN WALL TO REMAIN SHEET NO:. dE COLUMN n v� "Plans Shallcomply with the 2006 IRC, 2006 UPC, the 2008 NEC, and the 2009 IECC.° /L1 Ery cR cRAVEURocK CANS ETG ?pad (2)H4 EA WAY aDi 24"H. STONE RETAINING WALL A3 CALF. 112 ,a V IW/4. eCNC.sue V ' I I 11 /® AEXBT 6 CRT EST WALL DEMULISH 14ST. FTG8,; NEW B-CMB BETcwALL LI i --L FOUNDATION PLAN SCALE. 3/i6"=1'-0" CANT pa (r a u.l us Qz4'AG. COLD. FTWAY w.vEvfvocK D2 48"H. STONE RETAINING WALL A3SCkJzI IC miu ,6eE DHAeIND PLAN FON SITE =wales, WIT SHINGLES ON 3W FELT OVER jASSHETHNGRIsWo S SHEATHING 2XePREE ESA24"o.c SUMP /z ERFR _ _ NB TRANSITION 'oNcNc sus axee w FEES (2)HBOND SM. ON CANT sEvsLso zracaa Fxsr wo o[cKc Sc s o ZARB GrixElA'e.wSsRWI RARERTA,L o.rRlM(MATCH exsT.) -'n �zlzlz BEVELED wo. CAP _ExSTs zs—srs oaBi zzawC_,s--r— --r— -- — "Al '-INTERMEDIATE -,M IS wl sn�acNxsT�Cs@2aScupErcw lowEP WE6aMrHswl uze RINGERS EII' FILLED Wl SOLID CRour CIse DPM6@E) 4-PLYwC IHSO IF O.C. _ BATTENINTERMEO Are BOND e. M zxawoTRIM �-esvELEzxsElN.wCSASE s'o.cwlus 34PLvwo IVX4 couSCURe I III — W1� II —if U, z x(ze)sF �aoc T¢�. HERE. R. BATTENS EAST.) oc�Coca M CUR IUTLce66 a GONG,$LAS w Ipl W o - sns E 3' CLR IIT ALA cauaSE(rvp)M 31' CLR. 20 d s (CILIA DEBARS EA WAY El 3' D3 COLUMN/BENCH DETAIL D4 SHORT WALL/BENCH DETAIL D5 8" CMU RETAINING WALL DETAIL A3 cALe, vz =-Ia A3 cnLE.lrz�a A3 cALe.lrz-la I - — EXS ----- ET wag_ oN I 1 I L — +Wl — IW� COLD. "HJ R*Ere -- L M i VAR. BARRIER --F-_f 2X�E�ERWIJOLTTAN ERE as. 03 SCALE: 3/16 =1-0' AS SHOWN v: NM ev:AHV-ARCH es MAR. 2015 RPRELIMINARV SHEET NO: LQ��3 It MAUKA REFLECTED CEILING PLAN WEST @EAST t SCALE: 1/4"=T-0" MAK l -Pei ®BRAE; RIM LOS M Ro ATCH BRAT., D FACE 3" CLR. 24° 50 �Isi#a REEARs [n. wnv D6 B&B COLUMN DETAIL znizco"c, ana �wis�oaE� KISTONE cow DO o EmP.,BASE" ° c�a. a" coNT. czie<coM. _10 CAP TGw;s'�o°� 12- SQ. CMUJ SUN. COL w`«,44VSOLIDMEE�s x GROUTED BOOKSTORE BASE CoU"AE°.MPI , - _ OTA4 REEARE EA, w 2a sa. D7 ONAY E COLUMN DETAIL A4 cn�E. vz-ia "OPTION 2" D8 STONE WALL W/FENCE WALL A4 cne. vz=a rre" Ra �nnTCH ExsT.) v THwc i ww. �mza o.c, aPEi.c co"RSE Rro.i AS SHOWN NM er:AHV-ARCH Eo MAR. 2415 HPREMMINARV SHEET NO: Qo� S1 CROSS SECTION AS 9'=" NEW BABE BB. 4"GONG. SLAB — WI fiXfiXioil 0 W WM COMPACTED FILL — MIN.) C__3---%__0___% II II II II II II II II II II it �� III I II III II II II II II II II II II II II II II II II II II II II II II _ II II I� Ij I �I lill Ili II EXISTING WD. FLOORING (REFINISH WHERE NEEDED) WD. SHINGLES ON 30#FELTGVER LX6 SHEATHING A EAVES) I II '11�ITRIM 10 II 10 II II II _ _II FURW LW/FLAT2 @24'O.C. (TO MATCH EXST) C �r T �� BOXED COL II s rF---� III (SEE T. A-0) II II II III P III DISPLAY WALL II �� II I�Till (SEE SHT. A4) I II P JIII II II � II II i II II I II NEW WD. FLOOR'G WHERE NEEDED (FINISHED, TO MATCH EXST.) 7�02X65 TO EXST. JOIST D5 (@ NEW POST LOCATIONS) A3 IIryORATIryE BM. II II II II F IIM TO MATCH EMST.) II II II & BA NS II 4X14 BY. YP. BD II 4X4 KING I�MAT IEXST. LNG.) I -- II -- II_ EXST. ROOF FRAMING LEDGER W/ SIM P. HANGERS 2X8 RIDGE W/ LSTA-15 @ EA. RAFTER REMOVE EXST. RAFTER TAILS (SAVE FOR REUSE) 2X4 WEBBING 2X4 CLING, JSTS. @ 24" O.C. WD. SHINGLE ON iX3 PURLINS ON iX6 SHEATHING (TO MATCH EXST.) DECORATIVE END TO MATCH EXST. 4X8 SM. W/ H25A @ EA. RAFTER 2X6 RAFTERS @ 24" O.C. FIBER BD. W/� NEW 4X6 HER. BM. — 1X WD. TRIM NEW STOREFRONT BOXED COLUMN (SEE BET. DRA4) NEW THRESHOLD 4" ONE. SLAB W/ 6X6X1%C W.W.M. (SLOPE AWAY, MAX. 5%) _ w m ¢ D7 STONE COL. > A4 4" CONIC. SLAB > W/6X6X10/10W.W.M. 4" MIN. COMPACTED FILL °� �' : ON 4"MIN. COMP. FILL -EXST. RET'G WALL .: . .. ....... ... 8"XB'TOE FTG. :. g2 SECTION ENTRY AS SCALE: 3/B"=1'-0" CASED OPENING INTERIOR ELEVATIONS SCALE: 1/4"=1'-0" BD 8 BATTEN WALL (REFINISH WHERE NECESSARY) NFILL EXST DOOR OPENING NEWTRIM TO CROSS BEAM TOMATCH EXST. II III � ILI f t — REFINISH LUMN NEW WALL EXST. WINDO GO WSIDOOR (TVP.) 4X12 C DR. HA �SLIDIN WD. TH 4"GONG. SLAB WI6X6Xi6li P. WI6 MIL. VAP. BARRIER WD. SHINGLES ON 30# FELT OVER 1X3 PURLINS OVER%" ES) (t X6 SHEATHING @EAVES) 2X6 PRE-ENG. TRUSSES @ 24" O.C. Y" PLYWD. GUSSET EA. SIDE SIMP. H25A @ EA. RAFTER 4X8 BM. W/ PC46 DECORATIVE END (MATCH EXST.) 5/8" EXT. PLYWD. W/ BD. & BATTEN NEW 4X12 BEAN GVP. BD. OVER 2X4 STUD WALL WALL TRIM TO MATCH EXST. BATTEN �m 2X3 RIDGE W/ LSTA-15 @ EA. RAFTER 2X6 PRE-ENG. TRUSSES @ 24" O.C. NEW BARGE (TO MATCH EXST) EXT. PLYWO. SHEATHING WI BD. & BATTEN (TO MATCH EXST) RELOCATED VENT /— T. 4X8 EXST. PLATE 2X6 STUDS @ 24" O.C. X D. TRIM 6X6 WD. POST BOX POST/BENCH (SEE BET. D3/A3) COMPACTED FILL 6"XS" TOE FTG. �vea ry eve owNeas(ra. eo. zx4 snC wAI.L ® 24 C.C. INTERIOR COLUMN & WALL DETAILS SCALE' 1/2"=1'-0" EXST. WINDOWS BEYOND EXST. WINDOW OPENING SH EXST. WALL W/ BD. &BATTEN N MOULDING TO MATCH EXST. DOOR TRACK NEW BYPASS BARN OOORS (12'-6"X]'0" CASED OPEN'G) WD. TRIM O O (n 0 Z m F CD U c¢� QWaDo O o M o /U� O `o V — QZr N Z O� Zed Y wX0 � O AS SHOWN r NM ev:AHV-ARCH aiE: Eo MAR 2015 RPRELIMINARY SHEET NO. r- MAKAI ELEVATION SCALE 'o l 0 Ir--� r—=� (/ IO o o III II II II III III �__� II II II II =--1E-- d l IT IT L=—J L=_J 71 / 4024 FF �o mmmmmmmmli----------- T------------------ II II II II II II IIII II IppWl IE------=q l IIlIILIllI111WWW�ll�I � III i�=_-_____===�1 I I MAUKA ELEVATION Ir I I rf. IIF i I' 1 II �_— jl AUKA ELEVATION II II II II II II II II II II II II II II I 4L BASE COLUMN MAKAI ELEVATION SCALE: 1/4"=1'-0" VENT 8 BATTEN SIDING TO MATCH EXST. TO MATCH EXST. AS SHOWN NM ev: AHV-ARCH Eo MAR. 2015 PRELIMINARY SHEET NO: Qo�O MAKAI ELEVATION SCALE 'o l 0 Ir--� r—=� (/ IO o o III II II II III III �__� II II II II =--1E-- d l IT IT L=—J L=_J 71 / 4024 FF �o mmmmmmmmli----------- T------------------ II II II II II II IIII II IppWl IE------=q l IIlIILIllI111WWW�ll�I � III i�=_-_____===�1 I I MAUKA ELEVATION Ir I I rf. IIF i I' 1 II �_— jl AUKA ELEVATION II II II II II II II II II II II II II II I 4L BASE COLUMN MAKAI ELEVATION SCALE: 1/4"=1'-0" VENT 8 BATTEN SIDING TO MATCH EXST. TO MATCH EXST. AS SHOWN NM ev: AHV-ARCH Eo MAR. 2015 PRELIMINARY SHEET NO: Qo�O EAST ELEVATION WEST ELEVATION ✓ALL AS SHOWN NM ver:AHV-ARCH Eo MAR. 2015 RPRELIMINARY SHEET NO: Qo� NEW 2"V.T.R. IL RELOCATED SINK � I NEW2"W.C.O. 2" TO EXIST. WASTE LINE I WASTE DIAGRAM SCALE: 114"=1'-0" +l4 z Ile .W. T'/z"H.W. I�I TE HTDSINK RELOCATE NEW Y" -- r� IL4 CW .. FEED R. HTR. I LL_ TR ___3i�=— s 21W.C.O. 2 —V. . WATER DIAGRAM WASTE 60ALE: 1l4'�,'0"SCALE: 14 258°00' CONTAINER FF=42 60 RGAD ELE 4a25 �� Drop .off <` DroP .of. nRpIN� �wA� upo_ .i6 C r wEEP HILLER - ➢RAIN —\-- -_ MEW.COVERE➢' ® ENTRY d TREE kou / O 3g a EXst DyeC2f Lanai d L \ 1a _ — — DECK i a 2' WEEP HOLES m� Mc,<eyp> I jll RELOCATED SINK 114 � FEEo h' Yi IL i.i n i ON -DEMAND W R. HI WATER PLAN SCALE: V4"=1'-n" !EW EV'39.59 -PAViL17 �a LEv ao 0o e �A�} EL' CATCH III Covered_40_— — Lanai a NEW CORv RER � EXISTING r �-- 7j(�OR cENTE TE J QI F.F. ELEV.4S J1— — -- 1 CONTAINER FF=44,12 F� EXT— REST OOM \ \�/ / ` I FE. E E V. 4 / \ / \ \ \ , SCALE DRAwmay BY: / GRADING PLAN 0 10 20 30 40 Feet SCALE: 1' = 10 N S SHOWN NM AHV-ARCH ATE. IAPR. REVISED SHEET 2015 NO: Qo� COUNTY OF COUNTY B CHAPTER 12, KAVAI COUNTY BUILDING CODE KAUAI COUNTY CODE 1987, AS AMENDED ARTICLE 6 - ENERGY CONSERVATION certify that the design Is in conf ormonce with the Building Efficiency Standardspertaining to: Section 12.6-9 Electrical Power [Section 2.6-10 Lighting Signature: /lYy — Date'. 3 18 15 William Brunner Licensed Professional Engineer License No: 12246-E Gravel 2XE PANEL "A" EXCEPT 20 se All due I@ 2D Will [ARMS ICACKWAL Nal Her wo .*ad,io..�1 72 NEW FACT 71 AMA FAA Fe PANEL A METER MAIN 120/240V�16 3W 1. �s+ov j A 1 \M, Tea A, PAN L I fI— + I I 4\ � 3#3/Ocu & 1#6cuG, 2"C DOTTED LINES REPRESENT EXISTING �z ONE -LINE DIAGRAM E-1 SCALE: N.T.S. III 1A DETAIL NOTES: A - IF ONEW SURFACE MOUNT FIXTURE. MATCH TO EXISTING NOTED BY DETAIL NOTE 1A, p a ; 1 A MATCH IT IS F�xT.,RF IN NEW AREas Full BY DETAIL NOTE 1. , A-9 WHEREED <2> REMOVE ALL NTAIN NECESSARY RICAL IN _ w CIRG WALLS TO BE BC CUITRY �DRPF­ CONTINUITY AN — PROVIDE J-9OX AT PC ARE AND CLUB TO BELY4 FOR EXTENSION TO COUNTER ONCE PROVIDE DOUBLE DUPLEX O RECEPTACLE ANLOCATED CONDUIT TUIT TO A-20 / A ISLAND �G�F,I ®GLUIER FEE RELOCAMN AN DEMO ALL ABANDONEDRING. `r�A 9 LOCATION OF EXCETING TELEO SAX ro COORDINATE A Oz WPeLD3N= R GOT LOCATION D ,T„ lit GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO NATIONAL ELECTRIC CODE ALONG WITH ANY LOCAL BUILDING CODES. 2. MOUNT ALL DEVICES AT THE HEIGHT NOTED ON DRAWINGS. VERIFY ALL LOCATIONS FOR RECEPTACLES AND LIGHT FIXTURES BEFORE ROUGH -IN 3. ALL EXPOSED WORK SHALL BE IN CONDUIT WITH ]UP EXCEPTION OF TYPE "MC' CABLE IN CONCEALED LOCATIONS OR FOR FLEXIBLE CONNECTIONS & NMC CABLE IN CONCEALED DRY LOCATIONS. 4. ALL RECEPTACLES SHALL BE 20A COMMERCIAL GRADE WITH THE DEVICE COLOR AND PLATE TYPE TO BE VERIFY WITH THE ARCHITECT. 5. ALL WORK SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AS PER CODE. 6. ALL FEEDERS ARE EXISTING, VERIFY SIZE FOR PROPER SIZING TO EXISTING EQUIPMENT RATINGS REPORT ANY DISCREPANCIES TO THE ENGINEER. �. VERIFY WITH OWNER FOR ALL EXISTING LIGHTING AND INSTALL NEW LAMPS SUPPLIED BY OWNER. 8. LOCATIONS FOR MECHANICAL EQUIPMENT ARE NOT SHOWN BUT LOCATIONS ARE EVIDENT. CIRCUIT TO PAVILION IS BRANCH CIRCUIT TO REMOTE LOCATION. A-16 A-16 WF3GFI _-<n ' w G�=--3T-->-- SEA-,6 A-10 �- - o a EXST. LIGHTSIFAN REMAIN T III A-11 k `T`IAIR k has A-11 A_g IAA IN - A-12 _Dn EXIST. TRACK LIGHTS REMAIN . a N 12 �A 6 'A— E is EXST. TRACK D LIGHTS REMAIN LLd Di A-19 --"A 17>,11 A — EXST. ELEC. METERIMAIN n — --- — 1 ET I 1 -_L I Be A-1a. --11 � � I � NE MATCH XST.LIGHI III 1 f TO MATCH EXST. � � PANE. A Aj8111 EXST. ELEC. ELECTRICAL SCHEDULE (MA ci Exls-) An S J EXAT LING FAN 4It HAD LIGHT EXOT ALI INC LIGET FIGHTIF (LED) SWITCH 0 AGE AID FI EsIT LXST WALL SWITCH WAY E$s �?o H w/TDIM - E$o H w/ DIMMER PLEX RECEPTACLE ErrG ECST CUP LACK RECEPTACLE 4EXISTING IF IFTEXIC ME71 OV RECEPTACLEG b CH 12 A bE. TS (MATCH EXIST.) _ _ - TO MATCH EART. y A 1 ai lO CENTER COST.TRACK LIGHTS ` J A D �F =_�' 2 4 17 i H hhF. 11rA 151Ih6rA-15 CENTER EXST __ FAN A_.17„r A. fir 5PT EAST. LIGHTS REMAIN POWER &LIGHTING FLOOR PLAN E-1 SCALE: t 4 1 -0 T 1 \A 1 T I 1 I 1 I I O / I ) / I / f 1 r / BRAWNBRAWN B CHECKED BY: BB DATE' 3/'18/'15 SCALE-1 d4orl Sheet Sheet2 PLAN #-1