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HomeMy WebLinkAboutHarbour Ridge 44922PLAN REVIEW Garden Apartments Bldg #2 (8 Units) NAME OF PROJECT: Harbour Ridge Bldg #2 Riverside Village OWNER: Harbour Ridge, Ltd Area G-7 Plat VI CONTRACTORs J & N CONSTRUCTION OCCUPANCY CLASSIFICATIONs Class R (Residential) TYPE OF CONSTRUCTION: Type IV, Unspr. HEIGHT AND AREA: 27't & 29,000S.F (23,200 LIV. AREA 5,800 ACC. AREA) OCCUPANCY REQUIREMENTS PER CHAPTER Ws (A) FIRE PRMCTIONs 11" Treads; 6.9028" Risers Electrical Wired S/A 24" x 36" Attic Access Type "X" for 1 Hr (B) EGRESS nEQUIREMENTS: OK Draftstopping OTHER REQUIZFE msS: (A) ELEVATORSs Need State Certified Elevator permit (B) SPRINKLERS & STANDPIPES: N/A (C) COMBUSTIBLE MATERIALS - INTERIOR: OK (D) ROOF COVERINGS: ox (E) LIGHT - VENTILATION - SANITATION: oy ( F ) HANDICAP REQUIREMENTS: OK NEED DER PERMIT FOR WATER AND SEWER FOR PLAT VI G-7 //-/,247 31 ST. LUCIE COUNTY PERMIT AP t ATION -ro-aI PERMIT NO. ( CODE $ ) SEWAGE PERMIT NO. Treatment Plant APPLICATION FOR PERMIT TO CONSTRUCT Garden Apartments Building No. 2 (8 Units) JOB LOCATION/ADDRESS: 12454 — 12468 Harbour Ridge Blvd. LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village, Area G-7, Building 7, •.� `4 QER 0 oicRE1 ROAD IMPACT: DISTRICT S/D Harbour Ridge LOT Area G-7 BLOCK VI — UNIT TAX ID 4— �4426-000-0000-000/0 Fio _— ZONE FEE Af VeS \nL MAP $k FLOOD ZONE ELEV _— (�ate z_ SEC 26 TWP _39 _ RGE 40 _ ZONE GMPP 501.76' x 268.77' x 1,259.94' x 231.18' $826,000.00 LOT SIZE/DII ENSIGNS _ EST COST SET BACKS: FRONT 239.55' REAR 3.50' SIDE 67.20' SIDE 67.$8' SQ FT BUILDING: LIVING AREA 18,928 S.F. _ ACCESSORY — Schway & Twitty 305-832-5599 ARCHITECT: NAME PHONE Northbridge Centre Suite 1400 ADDRESS 515 N. Flagler Drive CITY W_Palm Bch. ST FL ZIP 33401 CONTRACTOR: STATE REG/CERT # CGC A08454 COUNTY CERT # B796I CK NAME J & N Construction ADDRESS 13500 N.W. Gilson Road Palm City FL 34990 336-1160 CITY STATE ZIP PHONE OWNER OF NAME Harbour Ridge, Ltd. PROPERTY: 13500 N.W. Gilson Road 33601166 ADDRESS PHONE CITY Palm City STATE FL ZIP 34 0 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared John E. Moore I who upon being duly sworn, deposes and says that the information contained in the foregoing application is true ,nd correct ���� ohn E. Moore Applicant Vice President S`t/6rn to and subscribed before me this �'Bfday of SCHOOL IMPACT FEES Required ❑ Yes ❑ No Nisrw6l Public, State of Florida �t rg Amt. I'dNotary ub ic,. tate �t rioncia NY.CCMr is$i�'9 Exp:rea '.,pt. 28, 1991 MY Commission expires: p p w:. ,"," ;ur'a:v Gomoan. Date Pd Posted j /Oallf �1(17woz Y 0 ST LUCIE COUNTY -ROAD IMPACT FEE CALCULATION FORM Name of Feepayer Address \ 3_� QU _r-( - - J =�. Date \o _\ 9_ �] _ Permit 0 _ -% Z __1 i' _ Road Benefit and Collecticn Zone 4 The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPACT FEE CALCULATIONS LAND USE-, FEE PER TYPE - UNIT 0 UNITS ................. 0 SQ FT (1000)........... 0 PARKING SPACES ........ TOTAL IMPACT FEE 0 STUDENTS ............. ��(x) ..a:g ... s $....... ....... j xq`�g� BUILDING PLANS REVIEW -- NON -RE IDENTIAL USE Project Name: -�'i ^ �1ZV33r R 1: �_`-1-------- Type of use as defined by Zoning Ordinance.'i a.) Parking: Ratio Number Required-s�hfp Number Provided -, Handicapped Required Handicapped Provided 3 Offstreet Loading Area? Y: N: X b.) Landscape: Approval Disapproval h c.) Signs.: Indicated Not Indicated L Note: Separate Permit Required 0.) Setbacks: Approval i Disapproval Base Building Line Compliance Y: K N- Building Spacing Formula Used Y:-',<- N: e.) Driveway Compliance - Refer Ordinance 87-0 Approval I Disapproval Note: Driveway Permit Required 9 r f.,) Site Plan Compliance g.) Roatl Impact Fee h.) .Comments: Ilk Y: f N: Date In: 0C. 1 \ �* Date +Out:�G4 . 3 Reviewer: �O�h. 4 �, •,CY.IhIQa� J ite i (a-h ST. LUICIE COUNTY PERMIT PLICATION PERMIT NO. r7 (CODE $k ) SEWAGE PERMIT NO Treatment Plant IF r APPLICATION FOR PERMIT TO CONSTRUCT Carport No. 1 for Buildingl2 JOB LOCATION/ADDRESS: 12454 - 12468 Harbour Ridge Blvd. LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village Area G-7 Building 2 yi REQUIRED ROAD IMPACT: DISTRICT — ZONE -- FECS Ne vI— S/D Harbour Ridge __ MAP # FLOOD 44PE tELEV LOT Area G-7 BLOCK _VI __ UNIT _2 -- SEC 26_ TWP 37 _ RGE 40 TAX ID # 4426-000-0000-000/0 ZONE — GMPP LOT SIZE/DIMENSIONS 501.76' x 268.77' x 1,259.94' x 231.18 EST COST $17,000.00 — __— — SET BACKS: FRONT 179.86' REAR 126.00' SIDE 35,5' SIDE 85.45' SQ FT BUILDING: LIVING AREA __ N/A ACCESSORY _ 985 S.F. ARCHITECT: NAME Schwab & Twitty PHONE 305-832-5599 Northbridge Center Suite 1400 ADDRESS 515 N. Flagjer Drive CITY W_Palm Bch. ST FL Zip 33401 CONTRACTOR: STATE REG, CERT _#.__ CGC A08454 _ COUNTY CERT # 8796 O K NAME ADDRESS J & N Construction 13500 N.W. Gilson Road --___ z~ CITY — Palm City STATE FL — ZIP 34990 PHONE 336-116 — OWNER OF NAME _ Harbour Ridge, Ltd. PROPERTY: ADDRESS 13500-N.W. Gilson Road PHONE 336-1160 CITY Palm City STATE _FL ZIP 34990 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared John E. Moore who upon being duly sworn, deposes and says that the information c ntained in the foregoing application is true and correct, ayv)tjoai' ohn E. Moore Applicant Vice President Sworn to and subscribed before me this day 0{ .-Sd... L 19 0 / rvotary rAlDlir State of Florida at Large M , Notary Public. State of r y Commission ezpirestly Comm as'- r L riH3 ondetl by y ja—' ,, s -eP1 25. 1991 SCHOOL IMPACT FEES Required [] Yes ❑ No Amt, Pd Date Pd P�tta-a "�'c1t- I -l(k✓) /ST. LUCIE COUNTY PERMIT APPLICATION PERMIT NO. ( CODE # ) SEWAGE PERMIT NO. Treatment Plant APPLICATION FOR PERMIT TO CONSTRUCT Carport No. 2 for Building 2 JOB LOCATION/ADDRESS: 12454 - 12468 Harbour Ridge Blvd LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village Area G-7 Building 2 VNIVEWAY-PERMIT ROAD IMPACT: DISTRICT ZONE FBAS — S/D Harbour Ridge MAP # FLOOD NJ 4LEV tnll, �� LOT Area G-7 BLOCK VI UNIT _2 SEC —26-- TWP 37 _ RGE 40 TAX ID # 4426-000-0000-000/0 ZONE — GMPP LOT SIZE/DIMENSIONS 501.76' x 268.77' x 1,259.94' x 231.18 EST COST $17,000.00 SET BACKS: FRONT 187.5' REAR 138.25` SIDE 83.33' 35.5' SIDE SQ FT BUILDING: LIVING AREA NSA — ACCESSORY 985 S.F. ARCHITECT: NAME Schwab & Twitty PHONE 305-832-5599 Northbridge Center Suite 1400 ADDRESS 515 N. Flagler Drive CITY .Palm Bch. ST FL Zip 33401 CONTRACTOR: Q« OWNER OF PROPERTY: STATE REG/CERT # CGC A08454 _ COUNTY CERT # 8796 NAME J & N Construction ADDRESS 13500 N.W. Gilson Road CITY Palm City STATE FL ZIP 34990 PHONE 336-1160 NAME Harbour Ridge, Ltd. ADDRESS 13500 N.W. Gilson Road PHONE 336-1160 CITY Palm City STATE FL ZIP 34990 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared John E. Moore , who upon being duly sworn, deposes and says that the information contained in t e foregoing application is true and correct. c-. John E.,M000�r%e lApplicant Vice Presi Ptt Sworn to and subscribed before me this day ofO— SCHOOL IMPACT FEES Required [J Yes [] NO Noy Public, State of -Florida at La— rgge Amt. Pd � DPublic State of FloridaMy Commission exp(ry COmmission Ex ira �Ot, 2A I `Bon �•,p ,M� 991 Date Pd ST. LUCIE COUNTY PERM IT_ALPLICATION trPERMIT NO.VVa (CODE $k ) SWAGE PERMIT NO. Treatment Plant APPLICATION FOR PERMIT TO CONSTRUCT Golf Cart Garage No. 2 for Building 2 JOB LOCATION/ADDRESS: 12454 - 12468 Harbour Ridge Blvd. LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village Area G-7 Buil(jin& -- ROAD IMPACT: DISTRICT — ZONE FE -� .- �F Harbour Ridge Da Fej 5 D __— -- MAP # FLOOD ZONE ELEV LOT Area G-7 BLOCK VI _ UNIT Bldg 2 SEC 26 TWP 37 — RGE 40 TAX 1D _4426-000-0000-000/0 ZONE — GMPP LOT SIZE/DIMENSIONS 501.76' x 268.77' x 1,259.94' x 231_18' __ EST COST $11.500.00 SET BACKS: FRONT 217.35' REAR 116.0' SIDE'_55.0' SIDE 14.20' SQ FT BUILDING: LIVING AREA N/A ACCESSORY _ 665 S.F. Schwab & Twitty 336-1160 ARCHITECT: NAME Northbridge enter u e 14UU PHONE _ ADDRESS 515 N. Flagler Drive --CITY .Palm Bch. ST FL ZIP 33401 CONTRACTOR: STATE REG/CERT CGC A08454 COUNTY CERT # 8796 0 NAME _ J & N Construction _ ADDRESS 13500 N.W. Gilson Road 3 . CITY Palm City STATE Fl, ZIP 34990 PHONE 336-1160 OWNER OF NAME Harbour Ridge, Ltd. PROPERTY: ADDRESS 13500 N.W. Gilson Road PHONE 336-1160 CITY Palm City STATE FL ZIP 34990 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared John E. Moore who upon being duly sworn, deposes and says that the information containforegoing application is true and correct, ohn E. ,Moore Applicant Vice President Sworn to and subscribed before me this day of _\&e67XQ.) 1987. SCHOOL IMPACT FEES Required Yes ❑ No Not ry Public, State of Florida at at L--` Amt. Pd Notar/ P¢M My Commission expires: M1ty m. Date I'd �o Posted ST. LUCIE COUNTY PERMIT APPLICATION PERMIT NO. ( CODE # ) SEWAGE PERMIT NO. Treat nt Plant APPLICATION FOR PERMIT TO CONSTRUCT Golf Cart Garage No. 1 for Building 2 JOB LOCATION/ADDRESS: 12454 - 12468 Harbour Ridge Blvd. LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village Area G-7'Building 2 DRIVEWAY PERMIT ROAD IMPACT: DISTRICT _ ZONE S/D Harbour Ridge __ MAP LOT Area G-7 BLOCK VI _'UNIT Bldg 2 SEC TAX ID # 4426-000-0000-000/0 ,11 cb — No FEE — Date IA Init. 8 # FLOOD ZONE 26 - TWp —37 -- RGE 40 ZONE — GMPP LOT SIZE/DIMENSIONS 501.76' x 268.77' x 1,259.94' x 231.18' EST COST $11,500.00 SET BACKS: FRONT 199.50' REAR 115.26' SIDE _14.20' SIDE 57.50' SO FT BUILDING: LIVING AREA NSA r ACCESSORY _ 665 S.F. ARCHITECT: NAME Schwab & Twitty PHONE 336-1160 Northbridge enter Suite ADDRESS 515 N. Flagler Drive CITY W. Palm Bch. ST FL ZIP 33401 CONTRACTOR: STATE REG/CERT # CGC A08454 _ COUNTY CERT # 8796 9 11�� NAME J & N Construction ADDRESS 13500 N.W. Gilson Road _ CITY Palm City STATE FL Zip 34990 PHONE 336-1160 OWNER OF NAME Harbour Ridge, Ltd. PROPERTY: ADDRESS 13500 N.W. Gilson Road PHONE 336-1160 CITY Palm City STATE FL ZIP 34990 STATE OF FLORIDA, COUNTY OF ST. LUCIE Before me, the undersigned authority, personally appeared John E. Moore who upon being duly sworn, deposes and says that the information ntained Vforegoing application is true and correct. , chn E. Moo�r_e� /Applicant Vice President Sworn to and subscribed before me this L r— day of L%U DN/`lilJ 19 8 7. SCHOOL IMPACT FEES -� �- Required ❑ Yes ❑ No Notary R6b11c, State of Florida at Large Notary Public. State et Florida Amt. poiMy Commission expireSMy Gomnissiol Exp •es SEV. 28, 1991 _ o6T"��rsr. Date Pd .�_ Posted q ST LUCIE COUNTY ROAD IMPACT FEE CALCULATION FORM Name of FeeP y a er — — — - — �u'�L Address 1 2 / Date �— Permit #_foe Road Benefit and 1 ec,tion Zone D _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - The impact fee calculated herein has been determined based on the fee schedule adopted in St. Lucie County Ordinance 85-10, effective February 1, 1986. r - - - - - - - - - - - - - - - - - - - - - - - - - - - - IMPACT FEE CALCULATIONS LA SE FEE PER TOTAL Ty ` a UNIT IMPACT FEE 4 UNITS # SQ FT (1000)........... # PARKING SPACES ........ 4 STUDENTS ............. ��o (X) ...q 10 dm: LIST OF DRAWINGS ARCHITECTURAL: �. A-1.1 1" 40'O" SITE PLAN A-2.1 A-2.2 1/8" 1/8" = 1'-0" = 1'-0" OVERALL FIRST FLOOR PLAN " OVERALL SECOND FLOOR PLAN A-2.3 1/8" = l'-O" REFLECTED CEILING PLAN$ A-2.4 1/8" = l'-O" ROOF PLAN b A-3.1 1/8" = 1'-0" A-3.2 1/8" = l'-0" e_ „' ;S +, ::vG SECTIONS ` A-4.1 1/4" = 1'-0" YT;CAL "ATLAN-T S" LAYOUT & i�a':ERIOR ELEVATI A-4.2 1/4" = 1'-0" 4 [CAL "NAUTILUS" LAYOUT & INTERIOR ELEVATI A-5.1 112" = 1'-0" w t_ SECTIONS & DETAILS A-5.2 112" = l'-O" WALL SECTIONS & DETAILS A-5.3 1/2" = 1'-0" WALL SECTIONS & DETAILS A-5.4 112" = 1'-O" WALL SECTIONS & SCHEDULES A-6.1 3" = 1'-O" DETAILS A-6.2 3" = l'-O" DETAILS A-7.1 i. TYPICAL PARTITION TYPES;;` STRUCTURAL:'"v= S-1 1/8" _`-1 GARAGE ROOF 'FRAMING b FOUNDATION PLAN S-2 1/8" = 1'-0" GROUND FLOOR & FOUNDATION PLAN S-3 1/8" = 1'-O" KEY DIMENSION PLAN & FOOTING SCHEDULE S-4 1/8" = 1'-0" SECOND FLOOR FRAMING PLAN S-5 1/8" = 1'-0" SECOND FLOOR FRAMING PLAN`" S-6 1/8" = 1'-O" ROOF FRAMING PLAN S-7 COLUMN SCHEDULE & DETAILS S-8 BEAM SCHEDULE & SECTIONS S-9 TRUSS PROFILES & ROOF FRAMING NOTES,: MECHANICAL & ELECTRICAL: M-2.1 1/8" = l'-O" OVERALL FIRST FLOOR MECHANICAL PLAN'" M-2.2 1/8" = l'-O" OVERALL SECOND FLOOR MECHANICAL PLAN M-4.1 1/4" = 1'-0" TYPICAL "ATLANTIS" UNIT..- MECHANICAL M-4.2 1/4" = 1'-0" TYPICAL "NAUTILUS" UNIT - MECHANICAL M-4.3 PLUMBING ISOMETRICS E-2.1 1/8" = 1'-0" OVERALL FIRST FLOOR ELECTRICAL PLAN _, E-2.2 1/8" = 1'-0" OVERALL SECOND FLOOR ELECTRICAL PLAN E-4.1 1/4" = l'-O" TYPICAL "ATLANTIS" UNIT - ELECTRICAL E-4.2 1/4" = 1'-0" TYPICAL "NAUTILUS" UNIT - ELECTRICAL E4 1 ELECTRICAL, TELEPHONE, FIRE ALARM RISERS 8 PANELBOARD SCHEDULE MECH./ELEC..- CRANE INC. 6+�$TXx :%R2d+"... id W1MMN'4Hg:' ¢Y1NhW%5%`AYB!%.Rrk'Y. ':W� ..ti �'Y,}8HR'eYY[d"RiYV514�$$kMh� .. :%o`sRt.Y .. Amib`Y�YMMffiYWe}.RYA ". `?i'.. • - 'XAY4PtiX.4.YYRF�y% M"WX'-�` :CC A...!w!%a dti.i�?•1 Ta. kC.N9al k.]_�+ta+S'.`v.^n?X'AkAYY:F.fiMx=F! rv"YTrsb: L:$"++:.a. ° #68-55-10W 16.07' - N51-27-17W 24.01' S36-08-27W .26,08' N68-59-30W 153,66' 885-11-09W 87,64' N78-39-10W 49.93' _ ' - PROPERTY LINE N76 26-21W 'I 3.35' tr 90 TYP. �—�.� -� 25'REAR SETBACK LINE __- - 75'PERSERVATION ZONE / l S + S53-36-11W 71.44' N89-50-01E 78.16' N68-59-30W t '4.54' 0 \ N78-39-10W 46.64' 1/�•�"" - - •1!F 1 -�-� N76-�26-21W 57.01• 4•Y k � N85 11 -09E 55.78` f �_-}.._. _. v _.r- -'-- � �� ._ -__ 7Y7Cy A 542-27-24W 10 59 -" � -� � �� ., � � --- ¢ 7s 77`. !yq Pr '_) N36-32-33W 67,Y 7' <�N N53-36-11E 56.03' J Y-: a74 i'a-i616;7' �.._ :r %I r� \ \\ N43_ 28-47W 133.99' � L1 E &� BERG h1 ��. �3,405 1_' ✓�, Tom,, --.._ PRESERVATION AREA \. - �- EA _... �. ��� •� M1 ETBACK LINE \. 'i (\/ 62-27-24E tt43'.. _ = t® IY � r � r r _ ...-`"�� w 6.� %(. •�' �� �� , N4.3_28-47VV 159.62'� -` z Q STORY CBS 8- A, A � 1� � \"• _ j Ate,_ BLM \ F.FXLEV,�14.0' e N74-53 "� LIMITS OF CONSTRUCTION FOR PHASE 3 ® x=al7lo9al. Zri 1 F.F.E.LEV,;14,0 _ 4 _ _ w_ 1 c TBaLDG. CONC. DRIVE, SEE SHT uy _ _v --'" G FOART T` GRADES A2.1 FOR 1 - _ ...... 1-STORY CBS 1 Al ws0 L20'__RTYP. Ra�P.wOT7RE BERM !-STORY Cab �,-+ ARK'GSTi0CTURE � ID +, 1 STORY CBS �- ED Grt CF ASPHA EVE - , GOLF CART BLDG,- �� 1' . P E_.�„� F«F.'r�.,i''�, f9E' Iy n, a < P, Ly it X 7771.1G67' X `1 je'ri- 6. _ Y' -ZS' y=lot 1 CO 2 ,, SE PETis lt_ �CONC, WHE A VIEL STO 'TYP. i� '� G i o Ia73G �" �172on - PB. �. IZEFEKENGE i PoiNT. 5 TBpeJ r F F.ELEV „1U' 50- 1 / MAm ENTRY ,:.. .. .._.,.. 0.7 R=1010.00, - woomwow 'wowomNoy_.'_�_. PROPERTY LINE 931.3j f.,$low s�T E D ATA SITE AREA TRACT G-7; 7.156 ACRES TRACT PA-3 2.244 ACRES TOTAL 9.4 ACRES NO. OF BUILDINGS 4 (8 UNITSIBUILDING) 32 UNITS TOTAL DENSITY 4.47 UNITS/ACRE PARKING PROVIDED: OPENS 36 SPACES (Including H.C. I COVERED., 32 SPACES DOCK: 19 SPACES 87 TOTAL SPACES PARKING REQUIRED, 56 SPACES 1 UNIT x 1.75 t nduding H.C.I o- LEGAL DESCRIPTION. TRACT G-7 & PA-3 PORTION IN HARBOUR RIDGE PLAT NO. 6 IN THE COUNTY OF ST. LUCIE, STATE OF FLORIDA, ACCORDING TO THE PLAT THEREOF FILE IN PLAT BOOK PAGES THROUGH INCI USIVE,REC4. RD S OF SAID ST, LUCIE COUNTY, S Q ENEIXM blum! il"k�hRIR�J: �..U.fti.'F .�N�kAFsfl3dNiT'i3`dAC RY.vvx.2a...rorccz 0 ,"°vyyT FUTURE DOCK 43 (30 SLIPSI / J / -53-11W 76.32' PROPERTY LINE N37-43-18W 103.85' 72.19' - O. N / /-75�N SERVA\ N52-30-32W 6'..f)18 N37-43-18W 88.36' / 107507 �S ' �f N44-34-24W 98.+5' / 7 r �� MF N52-30-31W 71.54" \ h' f5-'rL T*4 N48-36-01W 84.29' mr N44-34-24W95.59' 9,. s ' i♦ r \'� \'��. -`\ N43-39-26W 77A0 �\ \ N48-38-01,W 63.89 \. y\ t A,,, N43-39-26W 71.99' Q � y 1-.F,EL=V14.66 41 Av •.'� " `� �' Mph a V Q GENERAL NOTES-: \\ 1, PROPOSED BERMS ARE NOT WITHIN THE PRESERVATION AREA ;TYP. �1 '2) REFER TO CIVIL ENGR, DRAW'S FOR PAVING,DRAINAGE,& OTHER SITE INFORMATION: 3)REFER TO CIVIL ENGR, DRAW'$ FOR LOCATION OF ALL SITE UTILI`�IES FOR PURPOSES OF 'f HIS CONTRACT BUILDING UTILITIES SHALT. BE STUBBED OUT TO LOCATION SHOWN ON MECH. PLAN 41RETAINING WALLS, BERMS, & SIDE ENTRY STEPS ARE TO CONFORM OR ALTER TO ON SITE CONDITIONS 8- � F �e ,t LA _,t ._ p.3 _ W 1 e\ 1 1 u; , f a 4 :y SS 7A ' s a. )., >_ 5 y� a n h`tiw 3 .i r x cd_ c .. A.*wR^rh,. Lis L,,, rp W V Lk- Ln ca un, LJ WE, cc), -Am NC, � 191360 An A b & TvaT!, A, a 40, K mc I j Any his kesorvy-,' 1V N2 R NAUTILUS 2ND FLR. REV. FOR DIMENSIONS SEE UNIT PLAN SHEET A-4.2 2362 SQ. FT. X ev I-FG'�1 -T P,4---a F E:� PrTA'pS Ljv SCREENED PORCH '10 T jr zubt Am2d R ATLANTIS 2ND FLR. REV. FOR DIMENSIONS SEE UNIT PLAN SHEET A-4.1 2370 SQ, FT. A J— A2 ATLANTIS 2ND FLR. T- 14:, 11 L.�EVATOR -T T -n t.- E- 7 a'_I to H N2 5ld NAUTILUS 2ND FLR. 11— ; 1 pie Lu z 0 Z Z to O PLAN NORTH J- < INr---lIrbT�� %. � FOY, — LAU DIN,,D.7HR,,. y STI.J/�p pwwm --. —__ ENTRY. sTi.�o li tl- I I j =r vn Nr�7G: P—i�FElz TP FiN I�--N �N�PIJI.�F> '— V^/4L1— SECTIONS KGiZ GEI LINE= H EI/-vHT-S. r-fP - -';I 4"•-FPL9IE WG'�a.�l� MC7DILL1c�NS SCRN.PORCH 4�— I-- X— WACKWAY FOY, > � �w.r u SCRN. PORCH MAIL METER RM. III DIN, J' � _ I ENTFFY BRK KID. y K_ WALKWAY LAU. _ TEk_E. I _. ELEV, r Ir, �I -------------- j LL— �ILL<GC I fil - Vv".ALKV,AY , I PLAN NORTH i ro ce t... ' °U1—J < i't a iL, - Ul M� Q. U r _a- F. Z;_ Et f1 t� —7 js k1 n , �µ R.� e��Nt V. Px§ 1 C 0K Mf. N0 2.3 iST FLUCIOR REFLB".01 VE CEILING PLA9 r�GYe}qh4 1986S01wsh & Twlttu Aretn?®cYs. inc_ AH R?ghts Reserved _j L -J _=J 7 4: ET� ------------------ -7 41 III II- I j it II a, W �Ij� II IIN I 1 IT -r I I I it it IT T 11- VA L 'X7 1 11 LIji ;I i, li I I _L.LLiiL11 1 1 11 - L--JIr PLAN NORTH PLAN NORTH LJ Lu L11 Ld _14 z"7 a 1. Ln t Ln 7 1,1 N, L3 LJrs M < 00 LL, -j C 70 Q 0 T z , -1 j,.7t U9 TT Ji 1 ; , Lij to Z Z) M? COMM NO Copyright© 1 98115S-chwab & Twitty Architects, Inc, All Riq?)ts Reserved �.. /� �i L��-- � �. ��_ ', _._ 'E _3 � —_._. _... �� �I I�_y� ❑� 1 A4 .� (-- `__ �Z � �. � ,� F —i� �'.F' � t C �� -'-1 ___ui L'I r� �❑ _ t� � ELEV_ _ LEV LL --rZ El COPy,tgr,p 1 986SGhw4b d Twiny Archd4®cPs Inc AH Riph3s P®sofvod d c ti p{epy i`e` M1 � &u a Y ryL� 6,L.j Y i.S -J yi pCNI, C-5 Ld Fri d" z Ln rOMM NL1 R I ! 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APPLIED VERT .5c _,CREW A I *n+ TO SIDES OF (RE 9 METAL S' : ® 1 1 3 / f ; _. i i_S.T� v,.-z OMETAL R OF WIDTHS REO'D ATTACHED ..:'<. PARTITION U HEIGHT AND/OR WIDTH. T � _. i 1 5/8 NO. 20 GSG GALV. III - r -- -- - I � GLASS i WOOL THICK. r ....� , STCJ�RA II JG. 1 - Ov SINUOUS SEALANT - .000S SEALCC", ", ^ ., � f FTj Ll Eke'2t's^n`r«ttrn..vsarrryuYis�a = - xar - CRETE FLOOR _I. ., ,..... ,,.. - ` ^..°. ... TE FLOOR SLAB CONCF- �.: CnR SLAB Y t r a fT p L' ICAL PEE, u r a J TP rs. 9 s'i., r°eYi3 i5o TYPE C;AL - D oJ ALL PARTITIONS r ER WISE SHOWN OR �i _ STUD CHASE � HOUR HA 7_1 B AGED ON i, i .�iJ s.�.-42U D ON U.L. DESIGN U-420 - INFERRED , 1 HO -FD (BASED ON U.L. TEST # U 425i c G.W.B. 's�1. ?--------.------ CONCRETE FLOOR OR s ROOF SLAB. NO. 22 GA. GALV, METAL - ' CEILING ANGLE 3/4"X 1 1 /4" ' - G� (2 ANGLES) L a -' ------ ----------- CONT. SEALANT ® PERIMETER � a OF GYPSUM BOARD I - � I Ik ------ ONE LAYER 5/8" TYPE "X" '. , GYPSUM BOARD APPLIED VERT. TO EACH SIDE OF t" T & G GYP. COREBOARD W/ LAMINATING ^.I COMPOUND il + _ - --- NO. 22 GA. GALV. METAL BRACING ANGLE 3/4"X 1 1/4" f (ED 5'—O"O.C. CI i � I A BASED ON UL DE`, ---- c tINUOUS SEALANT ------ NO. 22 GA. GALV: METAL FLOOR. ANGLE 3/4"X 1 1/4 -- -- _ ."'?ETE FLOOR r 200 G METAL E, ��- -11 ' J N. 11 ^i Lei l--� 11 If Ll. o .T rn, a ^+ GENERAL pQROHON NOTES 1. PARTITION TYPE DESIGNATED ON FLOOR PLANS BY .. ,-PARTITION NO. STC RATING FIRE RATING Z. PARTITION Ty" DESC',. - ARE NOT TO ri STRUED AS COMPLETE EMKr S IRUCTIONS COIN "OR IS TC ljSTRUCT � ORDING TO TTI +-LE TE •>tMBLY DE STED IN THE -. ,.NCED ;IiNG LAB( IALS 3. REFER TC, -. 4. RUN STU "- - - INSULATION . "HT ABOVE ) AT - r :E AN =� AS DESCRIBE; .ETAIL_. 5_ RUN C.M.U. P 1`I IONS FULL HEIG+ I UNDERSIDE O :LAB ABOVE ) AND ..;I SAL AT FIRE RATED PARTITIONS, 6. STUD SIZES INDICATED ON FLOOR I- %IS ARE NOMINAL LE. 2"= 1 5/8" STUD 4"= 3 5/6" STUD 6"= 6" STUD 7. UNLESS INDICATED BY PARTITION TYPE DETAIL , REFER TO FLOOR PLANS FOR REQUIRED 57C RATING. m U ui W EJ w- w t7 ruj tI > Ck I a� L-; LIJL1_j Ix Q a-, LL u t r'ch _I , >_ Z +.1 Ld _J N < "c +, y i.t m �. .` tL. L1 L. f/vry S__1 T : gy p( K1 t ? M m ~� �0a- Z rF-0{-. UD V asf1LJ Ln Z Ln ,.l 6 J IJ, ' f 4a i 100� 5O i���La ".>w NRY UNIT (C,M.U.) 2 HOUR FIR[ .4TING — UL DESIGN U905 III 3 3 HOUR FIRr.•.. TING — UL DESIGN U904 {501 - -. C.M.U. W/ (_ �rE'NT PLASTER 1 SIDE ( — S SKIM COAT ) ?. 1502 C.M.U. W/ C' ..ENT PLASTER 2 SIDES ( — S SKIM COAT ) s. 10 I C.M.U. W/ FURRING A L ': V%. B, t SIDE 15 C.M.U. W/ FURRING G.W.B. 2 SIDES T04 pp imanf - 4 505� C.M.U. W/ CEMENT PLASTER 1 SIDE FURRING AND G.W.B. 1 SIDE S SKIM COAT ) y ,'-6l TYPE RR SO :'D9LOX C.M.U, 500 o COW I UOv AS80N Y N�llu QOoM a AIIR` ill? ON TYpLcE0 r LIP I I I p t GB-5 ------ram-- i : I, t- • I, b L'. ' �I\•, tL ..j I I 1, QUE: SEE SOELT S•9 FN�, ROOF PVOF LEZ, u 1301 14' V' GB- I A\ 141'— IV _ 5 C), MEN L ---� 1 aw-1 5 L , 4X w-- 11 m U I J t -h i ,M1M1 1 is ' 12'— 440 1. ) DESIGN LOADS AOE. INDICATED ON THE PLANS WITH WIND AT 120 MPH REFER TO ARCHITECTS L>k;AWINGS AND `-PKCIf ICATIONS FOR ADDITIONAL INFC;RM -!ON AND DETA169. VERIFY ALL DIMENSIONS, DETAILS AND INFORMATION ,AND REPORT ANY AND ALL DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION. SHALL BEAR ON SOIL WITH A MINIMUM :7L:__,I6N SEARING CAPACITY OF 00 Pat". ALL SOIL_ PREPARATION AND CAPACITY DETERMINATIONS SHALL BE f.-V I HERS WITH ISSUANCE OF APPROPRIATE CERTIFICATION PRIOR TO POURING ANY FOOTINGS. SLAGS SHALL. BEAR ON SOIL_ WITH A CAPACITY OF 00 psf. 1.) CONCRETE MATERIALS AND CONSTRUCTION REQUIREMENTS SHALL CONFORM TO THE ACI 318-83 BUILDING CODE FOR CONCRETF WITH A MINIMUM 28 DAY STRENGTH r_,: ...00 psi. EXCEPT AS OTHERWISE INDICATED ON THE PLANS, 4.r REINFORCING STEEL. SHALL_ CONFORM TO ASTM-A 6151 GRADE 60. ALL DETAILS OF SHALL BE IN ACCORD WITH 1'HE ABOVE ACI STANDARD. WELDED WIRE L °vBf IC SF -ALL CONFORM TO ASTM-Ale5, `_i.) MASONIRY WALLS SHALL BE OF CONCRE:m--. BLOCK UNITS CONFORMING TO ASTM-C90, PLACED IN RUNNING BOND PATTERIN WI3'H FULL BEDMENT OFs TYPE M, MORTAR. PROVIDE REINFORCING, 09 93. DUR-A--WAL OR EQUAL., EVERY SECOND COURSE. 6,) STRUCTURAL STEEL SHALL ILE EGUIVAL.ENT TO ASTM-A36, WITH ALL DETAILS Of G=ABRICATION, PAINTING AND ERECTIO`,E IN ACCORD WITH AISC STANDARDS, WITH ADDITIONAL REQUIREMENTS AS INDICATED ON THE PLANS. 7.) FRAMING LUMBER SHALL Sp EQUIVALENT TO NO.2 SO. PINE.( Surfaced Drs. Used at 19% tr,ax.m.,:. ), EXCEPT AS OTHERWISE INDICATED ON THE PLANS. 8.3 TRUSSES SHALL BE PRE -FABRICATED WITH PROFILES AS SHOWN OR AS APPROVED BY .HE ARCHITECT. TRUSS DESIGN SHALL. BE BY OTHERS FOR LOADING AND FOR BEARING LOCATIONS AS SHOWN ON THE PLANS. SHOP DRAWINGS TO INCLUDE ALi... CONNECTIONS AND DETAILS NECESSARY TO RECEIVE A PLYWOOD D"IAF-'H AM DFCK� AND CFiAL... 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El LAKE WORTH, FL 586-4003 IAJ 13 ti Ln .::La pj 3: L z Ln rg 5 i.t^b:..p+5y . :a+M34C`S.M): 1'SM1 .,i.:rns .Mv. x. tA^Mv:..Fh .e. a . 'u:s..i (r iaril si. prH. 'v.F'. v w. nW+e. ,+::rt K Nfin W. `Jr /ksY A. 3a+W'V:v.ty sni. a xr>., •-" �^f. .'Rt'!{'.�'. 4i K v i..« c�:r o. V fi `::.:dr "'.xY n. .. . � - .. h.ob. Xre . sF,. 'vl, r. pNAlAfl x NdM11'4, Te sdY�"o .'. .. .Nsil'..:.• ...SJ >. .aK N...4, ri ",:. <.Je s '*r' -, :'.s.:� l:IINJ S. Ili i I& it 1 1.b1_DA F_;_ �( I� I 9 Y PA ) 4 is UNIT 1 I i l_i N`3/ 1 t Y pp`` i r.ENS I.' _L SAP. 42,4uu 8 F UH SEER 9.55 r I HEAT 57,500 STUN ; COP 3.22 f HEA7 r: UN� I ,F' HEATING ELECTRICHEAT MUST BE NON-SIMULTANEQUS Jy, 1 gym... _._�....... Y .. .�� . l 0 S KK4 9 _a G a Yy 4Y /0\ - i 4-j .a' r I , �)RI, .m I t 70, i} € =i1 r � b P Z W h "\ . ]be` 2atS�S4` LAKE V�fr)RTH, FL IM i lhk,ttirzn r:A.v..±. rv�r Vf .i..... `.�. f .,..:'. v .Yir'., v.:... :✓:% v �u q v Y . n .".c, n" �.Sv t. v .. _ .0 n ..w-. '_ .vm m, it v 'd;.n hr.. Ji&.. u:!nme%V.1J.Yi0.'Mt`tlR"+}nid[r.hi�SPPJAi136Y:x u+x5uandeAYwAMKaf4Mtv/d.: •gNS!N96.i5: - v n.: �.. w "44 t* v + 6. :.x, .me. 5C ,. ..-. t ..:. d.: ry .. I II I II 11, lF I( 1I ir77F-7yj -- i I � I r � f i I i 1 Y i b 4 ry .J /i i 9 i y 1� b I �4. 4 (IZ)7'lP e;- ,-c � e�. { y �... ti � �h1 ate.`£ �.. ; 6 15:� E N iF tl N E §„=, SP. R ..3 LAKE %,MOR"TH, FL SSS-4003 s 1, IX I U I YEn IALJL.0� �NK Vnm MODEL NO. _vSLZFAE" AVERIAL MCCESSORIES Elkay LR- 2. 5.6. 19A LL-2201 Faucet Alworay. Lk-99 dr on. Bv �rKhcrs m3i hie Moen Chateau Wide spread 04965 M. Bath- By otswriz Marble Moen 4016 Roman tub tuh tilver chrome handles 'h :Wer 1cem 7!0 Utn"-A SKOWYC head 3171-B h i_mn G.Ivs' 5 Am. Std. Ellise Noin Chateau Tub 2008.019 i-S in.wer 02739-A I Ut. �;ny Am. Atd. Ladqn- V.L.C. ix. otat 4200.077 Mon, 7 Btdet Am. Std. Roma With clear handles 5013.024 wall mounted. 2`V 1Z SHWA A 3" vie. TQ 5 V7Z, r3to'j _T WM I vwj MM 2" [AV 2 3"Vrx—, -�3 Vl(, z It V ZA\y 11VIlle 1 `vv&' MUNKA !C�`/a��2 SNIII lZ\ W, C" fil 1AV eA le '-AV4 I 2 a rP M. Turd J 14 " APT A z 1, vro 11 Vi. /" I 3" \/Tf2t` ZOO, \\ LAV i5 14 VJ12. A G 3 1,- W 3, V72- 3 II 2' eta Z4 Lai! v I L LAU LAV 1­0 ti A\ Av 110v � P,2 7 l C: Wq 1; Q L FIFOG B(725 Q!_ 311 Q �- B 2'7,0S ',31'REE"f' �3c F-L top TY0, Y. 41 --------- - - ----- ---- r ILL J LA rq, Lr 3 0 1 El J z �,x K -Vzz Me Z NO S 2705 TRAIN? ERREET &K wonig Helena". 241 I II iti t. it i7 E iN G lk�, P 5; 0 NO. OF APARTMENTS LOAD DESCRIPTION--- - MEIITRAI, 4 r" 4 LIGHTING & RECEPTACLES yes 9.6 9.9 PORTABLE APPLIANCES yes 3A 3.0 RANGE & OVENS yes i1.0 it.0 DRYERS no S.6 S.0 COMPACTORS yes 1.0 1.1 DISPOSALS yes 1.0 1.0 DISHWASHERS yes i.2 112 ' WASHING MACHINES yes I's i.S BATH HEATERS yes SA S.0 ELECTRIC WATER HEATERS me 6.1 610 AHU & HEAT STRIPS no 21.4 21.4 REFRIGERATORS yes 17 ,7 WHIRLPOOL yes 1.7 1.7 GOLF CART STORAGE yA.s 3.2 312 e; APARTMENT TOTAL Iku) 70.3 71,S TOTAL x NO. of APTS 1ku) 29I.2 28610 FEEDERS DEMAND Sb7. DTVERSITY (H.E.C.) XA3 243."W / 3FD+9 6 77..5 A E L E C T )T I C P A P4 E L 126/208-1 PMASE-30 69 DEC C RATED WIRE LOAD CENTER RIVERSIDE CNARBOR RIDGE) PANEL UNIT A 200 A NLO 11000 A I C CIRC NO-L POIES 6 TRIp ! QE$CRIRTI4N i K &± f WIRE i _ @ 1 21 LIGHTING & RECEPTACLES 9.6 TV 4 12 __, , AVC 9 , is 1 21 PORTABLE APPLIANCES 3.1 TV # 12 AWG i1 1 21 REFRIGERATOR .7 TV # t2 AWG 12 , 14 2 40 RANGE & OVEN ii.Q TW # 8 AWG 13 3 i5 2 48 DRYER S.0 TV # 8 AWC 16 1 20 COMPACTOR 1.1 TV # 12 AWG 17 1 21 DISPOSAL i.8 TV # 12 AWG 1@ 1 20 DISHWASHER 1.2 TV # 12 AWG. 19 1 20 WASHING MACHINE 1.5 TV # i2 AWG 20 1 ` 20 RATH HEATER (1) 1.7 TV # 12 AWG 21 1 20 BATH HEATER (2) 1.7 TV 4 12 AWG 22 1 20 BATH HEATER 13) 1.7 TV # 12 AWG 23 r 25 2 40 ELECTRIC WATER HEATER 6,1 TV # 9 AWG 24 1 2/ WHIRLPOOL 1.7 TW # 12 AWG 26 1 28 SPARE (1) 1.1 TV # 12 AMC 27 1 20 SPARE (2) i.Q TV Or 12 AWC ; 28 1 20 SPARE (3) 1.0 TV # 12 AVG 29 1 20 x� r1�r' 1.1 TW # 12 AWG 31 , 32 2 qC GOLF CART STORAGE 3.2 TW # 8' AWG M , 33 2 61 CONDENSING UNIT 6.6 IN # 8 AWG 34 : 36 2 is$ AMU & MEAT STRIP MA TV # 2/0 AWC 3S 1 21 SPARE 37 - 40 SPACE APARTMENT CALCULATIONS PROTECT NOW, RIVERSIDE (HARBOR RIDCEI DESCRIPTION = PANEL UNIT A KMARD LOAD LIGHTING & RECEPTACLES 8.6 PORTABLE APPLIANCES 3.0 REFRIGERATOR ,7 RANGE & OVEN 11.0 FIXED APPLIANCES DRYER S.Q COMPACTOR 1.0 DISPOSAL 1.0 DISHWASHER 1.2 WASHING MACHINE i,5 BATH HEATERS S.0 ELECTRIC WATER HEATERS 6.1 V41RLPML 117 GOLF CART STORAGE 312 TOTAL CONN. LOAD APPLIED TO DEMAND 48,9 151 18 kV P t00% 0.0- REMAINING 0 40% 15.56 NON -DEMAND LOAD ANT+ & NEAT STRIPS . x .65 13.9 FINAL SERVICE DEMAND 39.46 AMPS 09.5 NEUTRAL DEMAND LESS RANGE & EWN'S 36.9 1st 1Q KW ! 100% 18.R RENAININC 8 40% 10.8 RANGE x .7 x DEMAND FACTOR( 5.3 FINAL NEUTRAL SERVICE DEMAND 26,1 NEUTRAL AMPS i2S.3 E L E C T R I C P A N E' L 120/208-1 PHASE-3W 60 DEC C RATED WIRE LOAD CENTER RIVERSIDE (HARPOR.RIDGEI PANEL UNIT N 200 A MLO 10DDO A I C CIRC !L0�1 POLFS�i?!P 1 pESCRIP7Z•ON 1 K W I WIRE _...� 1 - 9 i 20 LIGHTING & RECEPTACLES 9.9 TV # 12 AWG 10 , it 1 20 PORTABLE APPLIANCES 3.1 TV # 12 AVG 12 1 21 REFRIGERATOR .7 TV # 12 AWC 13 , SS 2 40 RANGE & OVER 11.1 TV # 9 AWG 14 y 16 2 40 DRYER 5.0 TV # @ AWG 17 1 20 COMPACTOR 1.4 TW 1 12 AWG 18 1 20 DISPOSAL IA TV # 12 AWG 19 1 20 DISHWASHER 1.2 TW # 12 AWG 20 1 20 WASHING MACHINE 1.5 TV # 12 AWG 21 1 20 BATH HEATER (1) 1.7 TV # 12 AWG 22 1 20 PATH HEATER (2) 1.7 TV # (2 AWG 23 1 20 PATH HEATER 13) 1.7 TV # 12 AWG 24 , 26 2 4D ELECTRIC WATER HEATER 6.1 TV # 9 AVC 2S 1 20 WHIRLPOOL 1.7 TV # 12 AWG 27 1 20 SPARE (i) i+ TV # 12 AVG 29 1 2D SPARE (2) 1.0 TV # 12 . AWG 29 1 20 SPARE (3) 1.0 TV 0 12 AWG r.. 30 _ 1 28 -„ 1.0 1A 0 12 AWG 34 > 33 2 40 GOLF CART STORAGE 3.2 TV # 8 AVG 32 > 34 2 60 CONDENSING UNIT 6.6 TV # 8 AWG 35 , 37 2 ISO AMU & HEAT STRIP 21.4 TV # 2/1 AWG 36 1 21 SPARE 30 - 48 SPACE APARTMENT CALCLIL_ATIONS PROTECT a RIVERSIDE [Romp RIDCEI DESCRIPTION : PANEL. UNIT N ILEA 3?78 l.4. Kai LOAD L2CRTING & RECEPTACLES !,8 PORTABLE APPLIANCES 3.0 REFRIGERATE .7 RANGE & OVEN 1i,8 FIXED APPLIANCES DRYER SA COMPACTOR 1.0 DISPOSAL 1.1 DISHWASHER 1.2 WASHING MACHINE i.5 PAT" HEATERS SA ELECTRIC WATER HEATERS 6.1 VHIRLPOOL 1.7 GOLF CART STORAGE 91 TOTAL CONN. LOAD APPLIED TO DEMAND §O,1 1st i0 RH ! 1107E 18. C9 REMAINING @ 482 1610 NON -DEMAND LOAD AMU & HEAT STRIPS x .6S 13.9 FINAL SERVICE DEMAND 39.9 AMPS 19W NEUTRAL DEMAND LESS RANGE & EVH'S 39.1 fs1.11 KV P !00$ 11.0 REMAINING P 40% 11.2 BARGE x .7 x DEMAND FACTOR S•3 FINAL NEUTRAL SERVICE DEMAND 26.5 NEUTRAL AMPS 127.6 r p, rl ' 1 P �y m s t E �� �SY�,QHgc"�:ib C+�2 J�a ��tv..�d9 —~-' C�.•E'cFG-:aiv �. 16.f1�' mdv� sr",ds'c�e4':i<� •y'��J�.gg/ r°2� ^t`s JF�U .F{PF �'u�'F ,x-s�"ts. A/.rs�'ar,Pi'.�A�'f 3: IL 5 �$' >.•/ 5 i^l Krs� 1�U h!{ j'� F�'Y"da' l L'��.+ S f.�K::/ '.e_'.' S fCG w. sy''�G�/fli' F+F•. W./I r".rC4� ' € Tyys� Drlr ryY'� �,OM0.41 �e�f fir,^ P��� ��~�i✓a O ,# ppppr� y •41, 47,f few AV14�eA.�ir'l A' L`�f% .d,i /F'"Y"I'I' Ce5'u G. s SY !✓ sF i r � )P4 i �a «'.-- �� $c^<sf3eJ'�'.� 7X,5',S�JS l2ea a"aay..ii9-•�----- .�'3✓rf�.�'.k' ,G•s`�t`✓i"=,�'�'<:ES��`� 7 ?r'°<<YQ'�,",r" x.,?i J. 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N3Yk $m% .NUM YdbO^` /21 ELECTRICAL Le GTWQ FLUORESCENT FIXTURE - SURFACE OR PENNANT MOUNTED "f ,✓ x FLUORESCENT FIXTURE - RECESSED r FLUORESCENT FIXTURE -OPEN STgfP �..- 4y -4�6 INCANDESCENT FIXTURE - SURFACE, PENDANT OR WALL MOUNTED - : # 0 INCANDESCENT FIXTURE - RECESSED _ROUND OR SQUARE INCANDESCENT FIKTURF. - RECESSED - WALL WASH M -+• FLOODLIGHT OR SPOTLIGHT - SURFACE, PENDANT OR WALL MOUNTED EXIT SIGN FIXTURE - DIRECTION ARAOWS AS INDICATED LIGHT LE FIXTURE YESNN ® TO&OLESWITCH TYPE S0 ST,20A,t2SVf28PV. - UP 48" TOGGLE SWITCH • 3 WAY, ZOA„ IZSV1277V - OR 48" y - Np TOGGLE SWITCH - WITH RED PILOT LIGHT ( i TOGGLE SWITCH - MANUAL MOTOR RATED WITH THERMAL D.L. '�.• I ` ISy SWITCH - DINNER .._. I DUPLEX RECEPTACLE20A., 3 WIRE, f25Y. . i_.. 0.4 DUPLEX RECEPTACLE - 20A., 3 WIRE, 125Y., - TOP HALF SWITCHED Alf _ " ! 6.4 - SINGLE RECEPTACLE - 20A., 3 WIRE, 250V., POLARIZED I ,_r..i. 0 SPECIAL POAPOSE OUTLET AS. NOTED OR REQUIRED _ �. FLQOAOUTLET -FLUSH W751SGL£ RECEPTACLE - 20A., 3 WIRE, 125V. N RECEPTACLE - F40GR BULLET - FLUSH MJDF:PLEX RE-_PTAtIE - 20A:, 3 WIRE, 125V. `$ JUNCTION BOX AS NOTED D# REQUIRED 014 CLOCK HANGER RECEPTACLE - UP 8"4" OR AS NOTED 0 THERMOSTATCUTLET - DEVICE FURNISHED BY MECHANICAL CONTRACTOR v. - �___i TELEVISION ANTENNA SYSTEM WALL OUTLET - UP 12" � _ — u � 10 TELEPHONE WALL OR FLL10# OUTLET -WALL OUTLET UP 12" _ f TELEPHONE FLOOR JACK P17S11RUTPON OA PUSHBUTTON STATION - UP 54" __. e A a. GNAL L OR BUZZER -` U R'-O" A. NOTED .. .. coCif OfL 2 R P OR AS ' -I IiJ . ,,: "� ,-- t�F SPEAKER - CEILING OR WALL MOUNTED I('' . 2, • VOLUME CONTROL AND MICROPHONE OUTLETS - TIP 60" AND 12" 7 SWITCH SAFETY - 131 NO. POLES, (30} FRAME 51£F, (TS) FUSE SIZE 98 MAGNETIC MOTOR STARTER OR CONTAI.TOR - (2) MENA SIZE r ELECTRIC ROTOR i a r Q& LIGHTING AND/OR APPLIANCE PAMElbOARC im DISTRIBUTION OR POWER PANELBOARp ,' U .% -ti-„ "+� CONDUIT RUN CONCEALED IN WALL OR CEILING - - - .. - < , -, t 7 _- : _ .,J CONDUIT REIN CONCEALED IN FLOOR OR UNDERGROUND °'.:� .'j _ _. / N Rr/�PJ4t_. 1/✓/ ^---- CONDUIT RUN EXPOSED EO PARALLEL TO BUILDING LINES ' TM " ''' y `-.-/ ,, 7/ P •:;a c;,, _- HOME RUN PO PANEL - ARROWS INDICATE NO. OF CIRCUITS. ' VAR INDICATES WEATHERPROOF ENCLOSURE 00 COVER AS REQUIRED IF r CAL CIRCUIT BREAKER / FIRE ALARM CONTROL PANEL (SEE RISER) (f„ FIRE ALARM PANDA!. PULL STATION a. .., ,., , ,: •fin' .=rf't •i . .Q '... �{� FIRE ALARM HORN SMOKE DETECTOR (AREA TYPE) .. ---- -- - ^ . ' - - SPOKE DETECTOR (DUCT TYPE - STROBE LIGHT DIM HORN AMD, STRO-E LIGHT TAMPER SWITCH sg.. of m a FLOW i.. SQ ru,", PANEL EA D SCHE RULE "'HP s VLRE ZV AW AUS 4 z `VR C,6" MDLJNTIW ;e41­1 AMP WN -4-a SHORT CMLST 'Is �, a�Rry • $ P A PEA 31,C T !t T 0, L 16117'I 1( — AzN ` G'' / t� 1 2 / Z® &ECEPT - GFr° 9, f/ /0, k p a // s/ // 3 b / CI if -- 7""G•G �.k'G'!J /I J/ / i 2 /a //. // — N //66f/ J / .20 4 10 ?p . /J ?'Y Aeo p Ole 610 1�5, S f=A. „i'e« ® ZO 13 14 A9 Al C (f'J%Sf s s 16W ! P', �'- '� ✓ 17 19 19 20 / 1� PEc£P ram- F m Part 6F/ 5 a g-2 %2 e Z /o 1K, /! — Y/A c Z A'ft - f Za 21 22 / Zo ®/ - " - ,5 v /° / /Y — N // I 20 2' 24 / o : EL E d�ATca � oc,4& t /6A'Al /0 ,t 7 28 }i T i nI — 29 30 . j 2 I% i; l 5 �f 11� ' � 33 34 % ,'{ ,. 'r' All "f .r ti .W 36 3 37 39 if 1. 439 40 ! 2 h 41 - TOTAL AWS BUS A7�0),5 8US 11-,'14,1 MJS CONNECTED KVA- o...,'• A CEN_ERAY ELFCTRI A. pt TES_ INSTALLATION SHALL 8t IN ACC4RNAN f WITH THE H.E.C.. ALL LOCAL AND STATE. CODE PE- S b IXt1REMENTS ALL MATERIALS SHALL BE UT, APPROV SWITCH6000S, FAMfi'c7ARDS AND 10., ... CENTERS AND Ai.;. COPPONFNT PARTS, ETC., mUST LIE .._.._----- BY CT SANE MANUTACTUFSN m 4 fLECTRI CAL CDNTRALTOP Sh All LPfl,IrF ALI RE00!AEO PERfU'T5. S. ELECTRICAL CONTRACTOR SHAL. PROVi[I EMPORARY SERVICE FOP USE Of ALL TRADES AS RE- OUIRI;YJ FOR CONSTRUCT!IN AND PEP v I, !riCATi OHS , 6. ELECTRICAL CONTRACTOR SaAtl VCL! r LXACT LOCATION AND TYPE OF OUTLFT a' /} .OR ALL ttEC iRi CAL FI Xvt RC. AP^ IAh ES OD ft, PHENT. , I;. � ^1J 1. ALL CONDUCTORS SHALL a CPPER. IHE MIN HIM SIZE SHALL DE 012 TW. CONDUCTORS r6 °. AND LARGER SMALL BE I8W UNLESS OTHFRWISE ITCiF1ED. B. ELECTRICAL CONTRACTOR TO COORDINATE TEAFTPONE SERVICE. d. ELECTRICAL. i.LNTRAG70A. TO RUN CONTROL WIRES TOP NVAC SYSTEM.^Z 10. ELECTRIf.k. CONTRACTOR SHALL VROV; A TYPEWRITTEN i PECTOPY FOR EACO PANEL. : 1 11. ELECTRICAL UIREMENT,. SHAH Q'Nl' !VINO ALL FEAT t) A F 5'"RY(CE tONPLY WITH oOHiR f F° 9 S' COMPANY REQUIREMENT,. _, A i. Mt NT NOT R O "f Y TI Q ALL U FUN HE fNC IR INSTALLED A iF .;CIF EQPN'ANY IS i0 DE F1}R VI SHED '+1E, to<rALlED BY THE hFLITILCAL CONTRACTOR 12, FLUSH PARES SHALL NOT PROTRUDE. 1:ff DEPTH ,F T'•F HAIL SHALL DE CHECKED PRIOR TO ORDERING. `allki"ACE SCIINTfO FANELc 1,PALL HE SELF EO F!kFiLY l0 WALL. 13. ALL CONDUIT SHALL 8E GAL VAN17F0 RIf10 LLXCEFT A.. FOLLOWS: J eJ PCILTER MAY BE USED PFLIFIS CoT 'T >Otl AND W!iERE NOT SUBJECT 70 PHYSICAL ABUSE, - I PER tf.E-C. AND SPFC1 f7CA_li)ixC - b) FLEXILE CONDUIT SHALL RE US I-!01' EQUIPMENT CONNCCTlln NOT TO EXCEED SIN I51 ^- " FEET PER N.EC, _ C) P.V.C.SCHEDULE 40 BF 4 GI)AoF MAIN. 24• WITH GROUND WIRE AND -INCREASE F�t:pillT SIZE PEP N.f 11 It III ALL EMPTY CONCUR S T, .Us: LUIL HIRES AND CAPflCO. LOCATIONS AHAI. BE D NARKE IF @DRIED UNDEa.1,9'tj NC D r " ! 14, PROVIDE: DISC. SWITCh POP wVAL IQdj1MfW,,'.f NO: AND CONDUCTORS, AS PEOUIRED. INSTALL ALL STAR TF_P CGNTA TtiR a . lb* f'Af EQUIPMENT BROVNDED BY ?TfER TRADES. TV _ f V _-� 15. ELECTRICAL CONTPACTOR MUST if AIRY LIP COND T!ONINF ELSE SIZES WITH NA@UEAC!IIRf:RS --J NAMEPLATE ON EQUIPMENT PAIPR TO ! +1NF cWITCHCS, ETC F 16, ALL SWITCHES SHALT RE "a" FROM LOOP JAMB fSq PURSER AND 48" ATE fAHET TYPE SINGf i 17. ALL DISCONNECTS ON SERVICE iNTRANC.' FCIIIPMENT TO BE HEAVY DUTY WITH YIN-R REJECTION CLIPS SHILL HE INSTAtIFG DH ANY SW!TCHGEAR OR DISCONNECT USINP KTN-R "--^'= • OR TOTAL TYPE C11S':S, --_� __� _._..._ ___. _. _ _. -.._. 18. REM :IP ENCLOSURES SRIAt.L RE FURN,'^l[l TOP ALL EXTERIOR ELECTRICAL EQUIPMENT ------ ----- -- - -- -- "-- ---- - - -- - -- 14. ELECTRICAL CONTRACTOR TO CUARANTc` wGRkHANSH(P AND MATERIALS FOR ONE (I) YEAR AFTER ACCFPTASCE OF JOB. ACC 20, LIGHT FIXTURES SHALL Silt S1PPLU P WITH ALL MOUNTING HARDWARE, LAMPS AND BE CLEAN BE- - - FORE ACCFPTANOE. 21, LIQUID 'TIGHT OR RAIN 1164' fiREENTik4.D WITH A%PROVfn #ITTINGS SHALL BE USED IN WET '• - - LOCATIONS AND ALL O9u)OOR ttlE A!['I'N'S 22 AND BEEN E�l.'IFN Nia. i7S 1 FE IA{C ClntiAWING�P'f0;LkF ARE BASED ON SOUARF "D AND HAS TRIM HAS WL'i ARtdi Cl 'R� A L F lilU1EMENTS OF THIS PROJECT. / PI FLECTRLCAL E, ON'PAL PR AII GTSL CN. ,, I.T, FQ;{ SUCH SPACE REQUIPEMFNTSVIA 1 LONTFICI � SF HE OPTIONS TO 58i� ' I'I 'i,'.f Nil- 2.3, ALL CIRCUIT RUNS OV'S I`L TTET .,_ L: !N"PEASED TO THE NEXT SIZE. .. - ?4. SUPB,Ti TUTtOIS OF EL!t-RI(AI. ECd11' r 1 1S',;410,•.1 I{ ("Ftlf1LA!10LJS AND V9PIS - tHALL BE SIBMITTFO TO T,IE EnGtMI m AM'RLVAL PPiOR T, 10 UA-, OE PIP GAIT. - - ALL ITI'M, Bmrmt, f ,'•.1CIi :;, LID „f l .. [!ERUI FOR SIRSS-'TUTICI^I, - NE CONTRAL7 N _,IAt.i MIT ".7},t` i; ?IDLn LL M67;U f 18ER, HtlMU1P ANI'. ' R ASON TOP It. STItO ' ! _fI` T S Psi 1. 77RN1* 4t1 -T r!p C1 f ?P ' A,_UE. Btt Nn_T HAi N,,,I, 0., JR h0 Ulll v It, THE .UTNq, AS tl" ,_0" • ?5. IT CONTRACTOR MUST VERIFY A, F.FVA rr ELECTRICAL REQUIREMENTS PRIOR TO ORDERING SWITCHES, ETC. 1,4 Ci'a A� ...v.., • " .: .a •. .i .. ...� ,5 ...,.i `. '. '.M - S, :�. k a"v it <.,-, ,' t / - : f:. a. ,.,.., .� - ,.,.w .-:"... .u,F.. .. ... N >4%e+a v �. .�-:.w .- n _ ..... .n_. ,4`.Y r ..-v' rvF'aP .. _ .-, ... T*