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HomeMy WebLinkAboutHarbour Ridge (Riverside) 45570-45574CON (RACTOR: —_- J and N Construction PHONE NUMBER:__- _ _--_— ---.._-— ARCHITECT: Schwab and Twitty PHONE NUMBER:- - OWNER.—_ -- Harbor Ridge L.T.D. Harbor Ridge Boulevard TYPE OF OCCUPANCY: Residential _TYPE OF CONSTRUCTION: — V `. SIZE Of- BUILDING: 18,926 sq. ft. OF FLOORS:------ 2 __NUMBER REQUIREMENTS: _ For the County Building Department: 1. Smoke detectors NFPA 74 2-1.1.1 - Smoke detectors shall be installed OLItside of each separate sleecina area in the immediate vicinity of the bedroom. Smoke DBtectors needed for each sleeping room and installed according to NFPA #74. 2- Illiunination of means of egress shall comply with NFPA 101, Section 5-10. 3_ marking of means of egress shall comply with NFPA 101, Section 5-10. 4. Recommend - emergency lighting. 5. Portable fire extinguishers required: Minimum 1-2A10BC every 75' of travel distance both 6. ACHU hall comply with the SBCCI Mechanical Code. -- --- ----+ NOTICE. TO BUILDING OFFICIAL: _. �— ----- - -- —1 the way to the 31 _Are 2 hour walls that are shown re ulred: If so they should continue aTF--- Linder side of 'roof. Yhe 2. 'No electrical back to back infire wall. CONTRACTORS RESPONSIDILITY TO NOTIFY BUREAU ON ALL INSPECrIo 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS BUILDING PLAN CHECK ST. LUCIE COUNTY- FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 465-6655 PLAN NUMBER----------._ DATE RECEIVED____ CONTRACTOR: .___ _-___-_____.—___ PI -ZONE NUMBER:__ ARCHITECT: -- ---- ---PHONE NUMBER: --- -------_----_-----_-... OWNER: Harbor Ridge L.T.D. LOCATION: TYPE OF OCCUPANCY: TYPE OF CONSTRUCTION:. _--__ SIZE OF -BUILDING: NUMBER OF FLOORS:_ REQUIREMENTS: 3. Attic access required. 4. Fire walls in attic specs should be identified as such for trades. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS i ST. LUCIE: COUNTY PERMIT APPLI TION RE -PERMIT 016001 f >/ PERMIT NO. `� (CODE $ ) SEWAGE PERMIT NO. Treaattm� Pla t APPLICATION FOR PERMIT TO CONSTRUCT Garden Apartments - Building 3 (S Units) JOB LOCATION/ADDRESS: 12470 - 12484 Harbour Ridge Blvd. LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village, Ax{���% _ ing 3 US -- lu __ pate -- ROAD IMPACT: DISTRICT _ ZONE ` FEE _ S/D Harbour Ridge __ MAP +—_ FLOOD ZONE — ELEV i LOT Area G-7 BLOCK VI _ UNIT 33— SEC 26 _ TWP 37 — RGE _ 40 TAX ID Y 4426-000-0000-000/0 ZONE -- GMPP LOT SIZE/DIMENSIONS 501.76' x 268.77' x 1,25-9.94' x 231.18' EST COST $826,000.00 _ - SET BACKS: FRONT 119.25' REAR 36.74' SIDE ._92.02' S16E 67.88' SQ FT BUILDING: LIVING AREA 18,928 S.E. ACCESSORY ARCHITECT: NAME Schwab & Twitty PHONE 305-8 2-5599 _ Northbridge Centre Suite 1400 ADDRESS 515 N. Flagler Drive CITY W_Palm Beach ST FL ZIP 33401 CONTRACTOR: STATE REG/CERT CGC A08454 _ COUNTY CERT 8796 NAME J & N Construction ADDRESS 13500 N.W. ilson Road Palm City FL 34990 336-1160 CITY STATE ZIP PHONE 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 contained in the foregoing application is true and correct. Ii/IV 1 'Jyhn E. Moore Applicant Vice -President Swom to and subscribed before me this day of 19_. SCHOOL IMPACT FEES .Required ❑ Yes ❑ No 'Notary Public, State of Florida at Large Amt. Pd My Commission expires: '�_, r Date Pd Posted � ST. LUCIE COUNTY PERMIT PERMIT NO, ( CODE y ) APPLICATION FOR PERMIT TO CONSTRUCT JOB LOCATION/ADDRESS: Harbour Ridge Plat VI, Riverside Village, Area LEGAL DESCRIPTION No. A P' t T I O��v✓4N® SE AGE PERT NO. 1, Building 3 f. 12470-"12484 harbour Ridge Treatment Plant 3 Yes No ROAD IMPACT: DISTRICT _--- ZONE S/t) Harbour Ridge MAP FLOOD ZONE ELEV ---_ # _ — LOT Area G-7 VI —3_ SEC Z 26 —' TW — 5 RGE 40 C^-- TAX ID .��, �I-'-�' i 'i =..,fa O Cj _ C7 <s CS '-- '::O G G Z_ ----- ZONE P J t� GMPP 51� --- ---- "�501.76' x 268 17' x 1,259.94' x 231.18' $17,000.00 LOT SIZE/DIMENSIONS EST COS 69.25" 34.`25' 14.67f-' 35' SET BACKS: FR >NT REAR SIDE _ SIDE SO FT BUILDING: LIVING AREA NSA ACCESSORY 985 S.F. ARCHITECT: NAME Schwab & Twitty PHONE 305-832-5599 _ Northbridge Centre Suite 1400 `ADDRESS 515 N. Flagler Drive CITY W.Palm Beach ST FL ZIP 33401 CONTRACTOR: STATEIM/CERT ,y CGC A08454 COUNTY CERT $ 8796 ,71NAME J & N Construction, i N c ADDRESS 13500 N.W. Gilson Road CITY Palm City STATE FL ZIP 34990 PHONE 336-1160 OWNER OF .� Harbour Ridge, Ltd. NAME _ 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 ntain�rl h or going application is true and correct. �Cl la.�.►-- Jlo j// hn E. Moore Applicant Vice -President Sworn to and subscribed before me this _A;2z day of 19 f�'� SCHOOL IMPACT FEES Required ❑Yes ❑ No State of Florida at Lan Commission , Amt. Pd Date Pd _ Posted ST. LUCIE COUNTY PERMIT APP ICATION RE —PERMIT', PERMIT NO. CODE SEWAGE PERMIT NO, reat entlPlant APPLICATION FOR PERMIT T&CONSTRUCT Golf Cart Storage Shed No. 1, Building 3 a JOB LOCATION/ADDRESS: 12470 - 12484 Harbour Ridge Blvd. _ LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village, Area G-7W Walk 3 POIPIP REp ROAD IMPACT: DISTRICT ZONE FE S/D Harbour Ridge _ MAP FLOOD ZONE ELEV -- LOT Area G-7 BLOCK V1 _ UNIT 3 SEC 26 TWP _37 _ RGE 40 TAX ID # 4426-000-0000-000/i0 ZONE GMPP LOT SIZE/DIMENSIONS 501.76' 268.77' x'1,259.94' x 23118' EST COST $11,500.00 79.15' 12.50' r i� SET BACKS: FRONT REAR SIDE 127.50r 14SIDE .67 SQ FT BUILDING: LIVING AREA N/A ACCESSORY 665 S.F. ARCHITECT: NAME Schwab 1& Twitty PHONE 305-832-5599 Northbridge Centre Suite 1400 ADDRESS 515 Flagler Drive CITYWWPalm Beach ST FL ZIP 33401 CONTRACTOR: STATE REG/CERT CGC A08454 COUNTY CERT # 8796 NAME J & N Construction ADDRESS '13500 N.W. Gilson Road Palm City FL 34990 336-1160 CITY STATE ZIP PHONE !g OWNER OF NAME Harbour Ri PROPERTY: I i ADDRESS 1350ty N.W. Road PHONE 336-1160 CITY Palm 'City STATE FL ZIP 34990 STATE OF FLORIDA, COUNTY OF ST. �UCIE Before me, the undersigned authority, John E. Moore g ty, personally appeared ,who upon being duly sworn, deposes and says that the information ntained inhq foregoing application is true and correct. / hn E. Moore Applicant VIEp-President Sworn to and subscribed before me this —A day of _ 19 80• SCHOOL IMPACT FEES /4" � I �J6 Required ❑ Yes ❑ No Notary, ary Publi State off Florida at Large Amt. Pd Notary P.. bk "tat of riorida My Commission expiresf; ,us 3.5e. Zd im Date Pd Posted Bonleo y WaS'cio Jorary cow.cany ST. LUCIE COUNTY PERMIT APP(CATION RE-PER.MIT PERMIT NO. 4 75 7 � _(CODE # I SE AGE PERMITTreatment Plant APPLICATION FOR PERMIT TO CONSTRUCT Golf Cart Storage Shed No. 2, Building 3 JOB LOCATION/ADDRESS:' 12470 - 12484 Harbour Ridge Blvd. DRIVBMW PERMIT LEGAL DESCRIPTION Harbour Ridge Plat VI, Riverside Village, Area G-7, BuilAng 3 Yes _--- — 11vn r� Date ROAD IMPACT: DISTRICT — ZONE -- FEE S/D Harbour Ridge _ MAP #— FLOOD ZONE ELEV __ LOT Area G-7 BLOCK VI — UNIT 3 SEC 26 _ TWP _37 _ RGE 40 TAX ID # 4426-000-0000-000/0 _ ZONE LOT SIZE/DIMENSIONS 501.76' x 268.77' x 1,259.94' x 231.18' SET BACKS: FRONT 142.78' REAR 12.50' SIDE 14.67' GMPP EST COST $11,500.00 — SIDE 58.75' SQ FT BUILDING: LIVING AREA N/A ACCESSORY 665 S.F. ARCHITECT: NAME Schwab & Twitty PHONE 305-832-5599 Northbridge Centre Suite 1400 ADDRESS 515 N. Flagler Drive CITY W_Palm Beach ST FL ZIP 33401 CONTRACTOR: 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 OWNER OF NAME Harbour Ridge, Ltd. PROPERTY: ADDRESS 13500 N.W. Gilson Road 336-1160 PHONE CITY Palm Citv 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 qqntained in e foregoing application is true and correct. John E. Moore Applicant Vice -President Sworn to and subscribed before me this �b day of D ri 19_J. SCHOOL IMPACT FEES ����� Required [3 Yes No Notary P hc, State of Florida at Large Amt. Pd My Commission expires:a"Otary PUMC. State at Florida 7r,,msro,-jtr�s ,,.,� p? lyyt Date Pd _� Posted bom:l Jo V".- .,., FOR BUILDING CONSTRICTION �n e - SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE CENTRAL A8 ZONES6 FORM 901—A,46 DEPARTMENT OF COMMUNITY AFFAIRS TMs harm may Do used to demonstrate compliuce with the Energy Cady b new eingla-family detached or Mullfamiy attached dwellings under Secion 9. An ahe+nalf" to this method forstngie4amily detached dwellings, and muwtamily attached dwellings of three stories or less. is provided in Section 10. Murnamily attached dwellings nearer than three stoles must co part under Sector 9 rt 5. Addi �»ue�'Affairs, Eneerial gy Code PPrrogrgm. 257musl 1yEz�ive Center Circle EastSection 9 or 10. , Tallahassee. Fbrida'::IMI 82A+. from Your brat buidng department a the poKtartntM Community PROJECT NAME \Vc c: = 11~ t Lsr �' AFL"i h-v y Ptt+rerh t,ma urrn.c: CIRCLE CLIMATE ZONE: a b 9 AND ADDRESS: BUILDER: PERMIT NO.: OWNER: i JURISDICTION NO.: F"I�'Ij'"'���'jI� ' L�—� DETACHED NEW � ADD. ATTACHED NEW ADD a CHECK ff WORST � ff N Pi;ULTIFOF UNILY,TS: CASE CALCUtATKXN' L_! NUMBER OF UNITS: �, ; CONDITIONED CE1LdiG 1 ULATION FLOOR AREA UNDER ATTICy ASSEMBLY GLASS AREA AND TYPE �'CjLE�AR j I L:F�i'�1-. SGL ---CL_I i- TINT,FILM,SOLAR SCREEN I H 1? �i I SOL I 1 t �l.L NET WALL AREA AND INSULATION FRAM—M�(E����� IAA��ISTEE'E{�LSTTWLM NOT WATER SYSTEM 2ELECTRiC ❑ SOLAR — COVERY NATURAL GAS 7DEDT DUCTS IN UNCONO. SPACE R = F COOLING SYSTEM CENTRAL ❑ NONE ❑BOOM HEATING SYSTEM ' ❑ ELECTRIC STRIP [3 HEAT PUMP ❑NATURAL GAS ❑ Rf�M/PTHP W CCNO. R� -p ❑ PTAC SEER,EER = ti IV t.� ❑ OTHER F 5 j❑ NONE COP/AFUE _ ®. MID ❑ OTHER FUELSiAT _ " I PUMP SF/EF � ��!-�� NUMBER OF BEDROOMS = . .�^, INFILTRATION X �710-0po CTiCE xt ❑ USED U CALCULATED E.P.] ❑ TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED ENERGY PE TOTAL BASEPOI MUST NOT EXCEED IHTS. Re»ew of the plans and S0. 0c fcabons covered by this cakriation Yu caws In arls'sdance with SetSr' 7 F.S.. 1 tereoy ovty lost' l�edd glefe compliance with the Fonda Energy Code. Belpre conseucbn a camOetea. this spedfiatnrM alcu n the F.S. and a.mr w buiWvrg wtll be inspected for tmmWiarca in ecmrdance with Benton 553.908 P--,da Erharvy Cca_ 1 - OWNE51/AC.EM:__ BUILDING OFFICIAL DATE _= 7— 8..6 DATE:. A PRE IPTIVE LFEASU (Must be met or exceeded all m-wieneea. HE RE UIREME M ,E.SECTION - .1 MAXIM PER LINEAR ERA CRACK OF O5 CFM PER SO. FT. OF DOOR AREA INCLUDES SUDING GLASS DOORS, SOLID CORE, V 8 904.1 MAXIMUM PANE INSULATED OR G S ONLY. KEXT.J01iL 904.1 TO BE CAULKED, GASKETED, WFATHERSTRIPPED OR OTHERWISE SEALED. MUST BEAR LABEL. INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY NTH EFFICIENCY AND a / G WATEF EATERS 90/2 STANDBY LOSS REOUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (E CTRQ OR CUT-OFF M E I . AN R OR B f TaN HEAT TRAP MUST 91 SWiMMiNG POOLS 904.3 SPAS 8 HEATED POOLS MUST HAVE COVERS (EXCEPT S" HEATED). NONCC?11MERClAL.POOLS MUST I& SPAS HA MP n R. W SPA A M HEATERS , HAVE MINIMUM THERN EI NGY HOT WATER PIPES l�+.� �ISULATdON IS REWIRED ONLY FOR RECIRCULATi,W6 SYSTEMS. W $(�{ DES �� �l t(� MTED 17. $ /Ht T p PE H HVAC DUCT 9032 WA R M RE THAN P,'R MIN AT CONSTRUCTED ttJ ACCJRDAp�E WITH INDUSTRY STANDARDS d LOCAL MECHANICAL CODES. DUCTS W M TE MINIM' M R-i. FILING INSUL .7 9 PARATE M SE SEA MINIMUM R-19. MANt JAI ORA THER TAT-Sy5TEM. A rs FLORIDA ENERGY EFFICIENCY CODE PROJECT -'Riverside Village Apartment Nautilus section 9-residential point system method SUMMER CALCULATIONS BASE SINGLE AS -BUILT BLASS BASE SUMMER GLASS SPM SOF GLASS OR AREA SPM POINTS OR AREA TINT (98) SUM.PTS. N 97 47.8 4636.6 N 97.0 4B.3 1.00 4685.1 WE 0 71.7 0.0 WE 0.0 71.2 0.00 0.0 E 104 102.0 10608.0 E 104.0 98.7 0.64 6567.5 BE - 0 104.1 0.0 BE 0.0 101.5 0.00 0.0 S 124 90.9 11271.6 S 124.0 90.4 0.77 8631.4 SW 0 104.1 0.0 SW - 0.0 101.5 0.00 0.0 W 37 102.0 3774.0 W 37.0 98.7 0.85 3104.1 NW 18 71.7 1290.6 NW 18.0 71.2 0.50 640.8 H 0 90.9 0.0 H 0.0 303.3 0.00 0.0 E 201 102.0 20502.0 E 201.0 98.7 0.42. 8332.3 S 80 90.9 7272.0 S 80.0 90.4 0.45 3254.4 S B0 90.9 7272.0 S 80.0 90.4 0.39 2820.5 S 80 90.9 7272.0 S 80.0 90.4 0.32 2314.2' W 118 102.0` 12036.0 W 118.0 98.7 0.42 4891.6 COND. TOTAL BASE BASE ADJUST AS -BUILT' FLOOR GLASS - ADJ. GLASS GLASS GLASS 0.15 AREA AREA FACTOR SUBTOTAL SUBTOTAL SUBTOTAL 0.15 . 2321.0 939.0 0.37 85934.8 31861.8 45243.8 90.6 BASE SUN PT., AS BUILT COMPONENT BASE SUM SUMMER COMP NULT SUMMER DESCRIPTION AREA PT.MULT POINTS DESCRIP AREA (9C-9G) POINTS WALL EXTERIOR 884 1.00 9B4 CONC.WALL 884 0.8 707.2 ADJACENT 129 0.70 99.6 COMM.WALL 128 0.4 51.2 DOORS EXTERIOR 39 9.90 386.1 EXT.➢88R 39 9.9 ADJACENT 0 3.20 0 COMM.DOOR 0 3.2 0 CEILING UNO.ATTIC 2321 0.60 1392.6 UND.ATTIC 2321 1.1' 2553.1 SING.ASSY 0.60 SING.ASSY FLOOR SLAB 0 -31.00 0 CONC.FLR. 0 -1.7 0 RAISED 0 -3.43 0 INFILTRATION 2321 10.90 25298.9 INFIL. 2321 13.4 31101.4 TOTAL COMPONENT BASE SUMMER POINTS 59912.96 TOTAL COMP. AS BUILT PTS. 79656.72 TOTAL BASE TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT COOLING BASE COOLING AS -BUILT DM CS" CCM COOLING SYSTEM- BASE CSM SUM.PTS. POINTS SUM.PTS. (9H) (9H) (9L) POINTS 0.43 59912.96 25762.57 79656.72 1 0.34' 0.95 25729.12 )• HOT NUMBER BASE AS -BUILT NUMBER' AS -BUILT AS -BUILT AS -BUILT WATER OF BASE HOT WATER HOT WTR OF HWM HWCM HOT WTR SYSTEM BEDROOMS HWM POINTS S'IS.DESC.BE➢ROOMS (9M) (9N) POINTS - 3 3527 10581 3 3450 1 10350 WINTER CALCULATIONS BASE SINGLE AS -BUILT GLASS BASE WINTER GLASS WPM WOF GLASS OR AREA WPM POINTS OR AREA TINT (9B) WIN.PTS. N 97 5.6 543.2 N 97.0 10.0 1.00 970.0 NE 0 3.5 0.0 NE 0.0 7.8 0.00 0.0 E II 104 -5.6 -582.4 E 104.0 -0.9 -2.03 190.0 BE-- 0 -13.4 0.0 BE 0.0 -8.2 0.00 0.0 S 124 -14.0 -1736.0 S 124.0 -8.8 0.83 -905.7 SW 0 -13.4 0.0 SW 0.0 -8.2 0.00 0.0 W 37 -5.6 -207.2 W 37.0 -0.9 0.19 -6.3 NW 18 3.5 63.0 NW 18.0 7.8 1.50 210.6 H 0 -14.0 0.0 H 0.0 -7.8 0.00 0.0 E 201.0 -5.6 0.46 E 201.0 -0.9 0.00 0.0 S 80.0 -14.0 0.54 S BO.0 -8.8 -0.70 492.8 S - 80.0 -14.0 0.48 S 80.0 -8.8 0.83 -24.1 5 BO.O -14.0 0.35 S 80.0 -8.8 -0.70 492.8 W I1B.O -5.6 0.46 W 118.0 -0.9' -3.01 319.7 COND. TOTAL BASE BASE ADJUST AS -BUILT FLOOR GLASS ADJ. GLASS BLASS GLASS 0.15.AREA AREA FACTOR SUBTDTAL SUBTOTAL SUBTOTAL 0.15 2321.0 939.0 0.4 -1917.1 -710.8 1179.5 BASE WIN. PT. AS BUILT COMPONENT BASE WTR WINTER COMP MOLT WINTER DESCRIPTION AREA PT.MULT POINTS: DESCRIP AREA - (9C 96) POINTB WALL EXTERIOR 884 1.1 972.4 CONC.WALL 884 2.3 2033.2 ADJACENT 128 1.8 230.4 COMM.WALL 128 1.5 192 DOORS EXTERIOR 39 10.5 409.5 EXT.DODR 39 10.5 409.5 ADJACENT 0 7.6 0 COMM.DOOR 0 7.6 0 CEILING UND.ATTIC 2321 0.6' 1392.6 UND.ATTIC 2321 1.0 2321 SING.ASSY 0.6 FLOOR SLAB 0 -1.9 0 CONC.FLR. 0 1.8 0 RAISED 0 -0.2• 0 INFIL. 2321 4.1 9516.1 PRACT. 41 2321 6.2 14390.2 TOTAL COMPONENT BASE WINTER POINTS 11810.21 TOTAL COMP. AS BUILT PTS. 20525.42 TOTAL BASE TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT HEATING BASE HEATING AS -BUILT DM HSM HCM HEATING SYSTEM BASE HSM WTR.PTS. POINTS WIN.PTS. (9H) (91) (9d) POINTS 1.14 11010.21 13463.64 20525.42 1 0.44 1 9031.187 TOTAL BASE BASE BASE TOTAL AS -BUILT AS BUILT AS -BUILT TOTAL COOLIN6 HEATING HOT WTR BASE COOLING HEATING HOT WTR AS -BUILT POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS 25762.57 13463.64 10581 49807.22 25729.12 9031.IB7 10350 45110.31 CALCULATED EPI = 90.6 ..................... . FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION I SECTION 9 — (RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900 A-86 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 S a This iam may be used to dertansirete, compliance with the Energy Coda for new single-famy datacnad or multifamily attuned dwellings under Section 0. A++ 11ltarnatn4 b this method for afngie-family detached dwellings. and multifamily attached dwellings of three stories or lasts, is prweded in Section 10. Multifamily attached dweuings greater than three stories must comfy under Section 9 or S. Additions to existing residential buildings must comply under Section 9 or 10. Additional information may be obtained frrvm vn,r brad bAdiino daoartmera or the Deoanmaa of Community Affairs. Energy Code Program. 2571 Execum Center Circle East, Tallahassee, FIonda 32301-8244. PROJECT NAME r V :: i ,J v` t i— i. /� ('r- N: — i L-A ,-r4 T _; PERMITTING OFFICE: " AND ADDRESS: CIRCLE CLIMATE ZONE: 4 S a BUILDER: PERMIT NO.: OWNER. JURISDICTION HO.: (� �J DETACHED r, NEW ❑ ADD. ATTACHED ❑ NEW ADO. CHE CK 1F WORST IF IrIULflFAMILY, CASE CALCULATION: NUMBER OF UNITS:t GLASS AREA AND TYPE CLEAR T1NT.FtlM,SOL6R SCREEN CONDITIONED I FLOOR AREA CEILING INSULATION SGL I7 $GL UNDER ATTIC' ASSEMBLYo � ,0 � R = IU.0 7 I R v NET WALL AREA AND INSULATION COS R. FRAME�'��—�� Rye=,�/ STEEL STUD R: LOG R. � {{ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCOND. SPACE INCOND. SPACE I I" y/ 2-CENTRAL L^, CENTRAL ❑ NONE ElROOM ElPTAC �--/�'�,.--,ryy�� SEEAlEEA = LLSJ.© ❑ ELECTRIC STRIP • L'J HEIAT PUMP ElNATURAL GAS ❑ ROOMIPTHF ElOThiER FUELS El NONE ? COPlAFUE _ �.� �, L� iECTAIC ❑ NATURAL GAS ❑ OTHER FUELS EF .® ❑ SOLAR J ❑ HEAT,RECOVERY /. HEAT PUMP !EF = ❑.m NUMBER OF BEDROOMS = m IMFlLTMT'ON ='1 j _ X 100 _ �J _�. t .. PRACTICE USED "C 1 f ��^^r/r TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED EP.I E-J 1 ❑ ❑ #3 CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. +r .n aradarce mi#, Se,". 553.507 F.S.. I hereby wniy the plans Revww or the pans and speafications arvared by this calculation iwcates _nil sPacificzltions cdv this calculation with the compliance with to Florida Energy Code. Before consmuc0on a mmPletad. t m -Ce n Seam 553.9M F.S. on::, I R.Energy r--.* so buiWuq wd be mspec:ad Ise carpi acc rdara x with S OWNER/AGENT:— X BUILDING OFFICIAL DATE_ DATE: I� 9A I PRESCRIPTIVE MEASURES 1Murt be net or exceeded by all residences. COMPONENTS SE TION RE UWEMENT CHE WINDOWS _004.1 MAXIMUM OF 0.5 QFM PER LINEAR FOOT OF OPERABLE SASH CRACK EXTERK:R d 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT. OF DOOR AREA INCLUDES SUD114G GLASS DOORS, SOLID CORE, ✓ ADJA ENT DOORS WOOD PANEL, INSULATED OR GLASS DOORS ONLY. EXT. .01n A 904.1 TO BE CAULKED, GASKEIED, WEATHERSTAIPPED OR OTHERWISE SEALED. I,r c M1JST BEAR LABEL INDICATING CObPIJANCE WITH AS;RAE STANDARD 90 OR COMPLY VY�OMI� EFFICIENCY AND WATEF EATERS 9042 STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER fEi ECTRICI, OR CUT-OFF . Mv BE PPOVIOEO. AN EXTERNAL OR BUI TaN HEAT TRAP MOST BE PROVIDED. SWIMMWG POOLS 904.3 SPAS A HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED( NON-COMMERCAL.POOLS MUST .� HAVE F.1P TIMESPA 8 HEATER HAVE MINIM THERMAL r. ;zn HOT WATER hY IS REQUIRED ONLY F(Yi RECIRCULATING SYSTEMS, W SLK01 CASES. PIPING FEAT LOSS SHALL N PIIH/ T PIryM- b904 -DUCTNHVEEIUNG INSULR-19. . 1` FLORI➢A ENERGY EFFICIENCY CODE PROJECT --Riverside Village Apartment Atlantis section 9-residential point system method SUMMER CALCULATIONS BASE SINGLE AS -BUILT' GLASS BASE, SUMMER GLASS SPM SOF GLASS OR AREA SPM POINTS OR AREA TINT (9B1 SUM.PTS. N 27 47.9 1290.6 N 27.0 48.3 1.00 1304.1 HE 0 71.7 0.0 HE 0.0 71.2 0.00 0.0 E - 149 102.0 15198.0 E 147.0 98.7 0.85 12500.4 BE 0 104.1 0.0 SE 0.0 101.5 0.00 0.0, S 62 90.9 5635.8 S ' 62.0 90.4 0.57 3194.7 SW 24 104.1 2498.4 SN 24.0 101.5 0.33 803.9 W 147 102.0 14994.0 W 147.0 98.7 0.42 6093.7 i NN 24 71.7 2,. B NN 24.0 71.2 0.50 854.4 H 0 90.9 0.0 H 0.0 303.3 0.00 0.0 E 117 102.0 11 14.0 E 117.0 98.7 0.70 8083.5 E 183 102.0 10 6b.0 E IB3.0 98.7 0.42 7506.1 S 37 90.9 3 63.3 S 37.0 90.4 0.32 1070.3 COND. TOTAL BASE BASE ADJUST AS -BUILT FLOOR GLASS ADJ. GLASS GLASS GLASS 0.15 AREA AREA FACTOR SUBIOTAL SUBTOTAL SUBTOTAL 0.15 2403.0 770.0 0.47 75300.9 35249.6 41491.2. BASE SUM PT. AS BUILT COMPONENT GAS SUM SUMMER CORP MOLT SUMNER DESCRIPTION AREA PT.MULT POINTS DESCRIP AREA (9C-96) POINTS WALL EXTERIOR 778 - 1.00 778 CONC.WALL 778 0.8 622.4 ADJACENT 51 0.70 35.7 COMM.WALL 51 0.4 20.4 DOORS EXTERIOR 39 9.40 386.1 EXT. 39 9.9 386.1 ADJACENT 0 3.20 0 ADJ. 0 3.2 0 CEILING UND.ATTIC 2403 0.60' 1441.8 COMM.CEIL 2403 1.1 2643.3 SING.ASSY 0.60 0 FLOOR SLAB 0 - 1.80 0 CONC.FLR. 0 -1.7 0 RAISED 0 3.43 0 0 INFILTRATION 2403 14.7 35324.1 1NFIL. 2403 18.6 44695.8 - s TOTAL COMPONENT BASE SUMMER POINTS 73215.32 TOTAL COMP. AS BUILT PTS. 89859.15_ TOTAL BASE TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT COOLING BASE COOLING AS -BUILT DM CS" CCM COOLING SYSTEM BASE CSM SUM.PTS. POINTS SUM.PTS. (9H) (9H) (91.)- POINTS 0.43 73215.32 31482.58 89859.15 1 0.34 0.95 29024.50 HOT NUMBER BASE AS -BUILT NUMBER AS -BUILT AS -BUILT AS -BUILT WATER OF BASE HOT WATER" HOT WTR OF HWM HWCM HOT WTR SYSTEM BEDROOMS HWM POINTS - SYS.DESC.BEDROOMS (9M) (9N) POINTS 3 3527 10591 3 3450 1 10350 3 III � 1 1 WINTER CALCULATIONS BASE SINGLE AS -BUILT GLASS BASE WINTER GLASS WPM WOF GLASS OR AREA WPM POINTS OP. AREA TINT (9B) WIN.PTS. N 27 5.6 151.2 N 27.0 10.0 1.00 270.0 NE 0 3.5 0.0 NE 0.0 7.6 0.00 0.0 E 149 -5.6 -834.4 E 149.0 -0.9 0.19 -25.5 SE 0 -13.4 0.0 SE 0.0 -8.2 0.00 0.0 S 62 -14.0 -868.0 S 62.0 -B.B 0.54 -294.6 SW 24 -13.4 -321.6 SW 24.0 -8.2 -0.33 64.9 W 147 -5.6 -B23.2 W 147.0 -0.9 -3.01 398.2 NW 24 3.5 84.0 NW 24.0 7.B 1.50 280.8 H 0 -14.0 0.0 H 0.0 -7.8 0.00 0.0 E 117 -5.6 -655.2 E 117.0 -0.9 -0.65 68.4 E 1B3 -5.6 -1024.8 E 183.0 -0.9 -3.01 495,7 S 37 -14.0 -510.0 S 37.0 -8.6 -0.70 227.9 CON➢. TOTAL BASE BASE ADJUST AS -BUILT FLOOR GLASS ADJ. GLASS GLASS GLASS 0.15 AREA AREA FACTOR SUBTOTAL SUBTOTAL SUBTOTAL 0.15 2403.0 770.0 0.47 -4810.0 -2251.E 14B6.0 BASE WIN.PT. AS BUILT COMPONENT BASE WTR WINTER COMP MULT WINTER DESCRIPTION AREA PT.MULT POINTS DESCRIP AREA (9C-96) POINTS BALL EXTERIOR 778 1.1 B55.8 CONC.WALL 778 2.3 1789.4 ADJACENT 51 1.8 91.8 COMM.WALL 5l 1.5 76.5 BOOBS EXTERIOR 0 10.5 0 10.5 ADJACENT 42 7.6 319.2 COMM.DDDR 42 7.6 319.2 CEILING UND.ATTIC 2403 0.6 1441.8 COMM.CEIL 2403 1.0 2403 SINS.ASSY 0.6 FLOOR SLAB 0 -1.9 0 CONE.FLR. 2403 1.8 4325.4 RAISED 2403 -0.2 -480.6 PRACTICE 4 1 2403 1.2 2883.6 INFIL. 2403 1.9 4565.7 TOTAL COMPONENT BASE WINTER POINTS 5111.6 TOTAL COMP. AS BUILT PTS. 14965.17 TOTAL BASE TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT HEATING BASE HEATING AS -BUILT DM MGM HEM HEATING SYSTEM BASE HSM WTR.PTS. POINTS WIN.PTS. (9H) (91) (9J) POINTS 1.14 5111.6 5827.224 14965.17 1 0.44 1 6584.677 TOTAL BASE BASE BASE TOTAL AS -BUILT AS BUILT AS -BUILT TOTAL COOLING HEATING NOT WTR BASE COOLING HEATING HOT WTR AS -BUILT POINTS >POINTS POINTS POINTS POINTS POINTS POINTS POINTS 31482.58'5827.224 10591 47090.81 2S024.50,6584.677 10350 45959.18 CALCULATED EPI-= 96.0 FLORIDA ENERGY EFFIC'ENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 - RESf.li-ii.�". POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 S 6 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached .rwellings under Section 9. An altemative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10. Multifamily attached dwellings greater than Lhree stories must comply, under Section 9 or 5. Additfons to existing residential buildings must comply under Section 9 or to Additional information may be obtained from your local building department or the Department of Community Affairs, Energy Code Program. 2571 Executive Center Circle East, Tallahassee, Florida 32301-8244. PROJECT NAME .LA6-Lz--ATLNk(fj_ PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 4 5 6 BUILDER: PERMIT NO.: OWNER: JURISDICTION NO.: DETACHED ❑ NEW iJ ADD. ATTACHED NEW ADD. CHECK IF WORST IF MULTIFAMILY, CASE CALCULATION: NUMBER OF UNITS: GLASS AREA AND TYPE CLEAR TINT,FILM,SOLAR SCREEN CONDITIONED FLOOR AREA CEILWG INSULATION ' ~!•=Y`J! I SGl' UNDER ATTIC SGL ASSFJ6 L`J R =, NET WALL AREA AND INSULATION CBS A. FRAME I R= I STEEL STUD R= LOG R= L t H � � = ,0 DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER SYSTEM IN UNCOND. SPACE VTR -=' I r`I I. ❑ IN ICONDI SPACE R -, /NTRAL ❑ NONE ❑ ROOM ❑ PTAO SEER/EER : ®.® y/ ❑ ELECTRIC STRIP • U HEAT Pump ❑NATURAL GAS ❑ROOM/ El OTHER F ims ❑ NONE COP/AFUE = a.M ��/,I 12 LECTREI IC ❑NATURAL GAS El OTHER FUELS EF = 01 s ❑ SOLAR ✓ /. ❑ H/E/AT RECOVERY 'DED. HEAT PUMP 441EF = ❑.m NUMBER OF BEDROOMS = EU INFILTRATION P CTICE USED 1r1 ❑ 92 ❑ . -7 c► _ i .=� / T _ 4 ! _ 3' 7 1 X 100 _ ®. TOTAL A"UILT POINTS TOTAL BASE POINTS CALCULATED E.P.I CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In ,.ccurr . - Ja with Section 563.907 F.S., I hereby certify that the plane Review of the plans and spenfKations caared by this calculation indicates and s�,acifir-to - vv-0 by this calculation we in with the compliance with the Florida Energy Cade. Solon Construction s completed, this tbriaa Enerry Coda: / building wM be inspected for cornpbance in accordance withSection 553.908 F.S. N OWIcER/.2GENT- -- BUILDING OFFICIAL DATE: 9A PRESCRIPTIVE MEASURE(Must be met or exceeded by all residences. - COMPONENTS SECTIONREQUIREMENTS CHECK WIN .1 MAXIM OF FM PER LINEAR OF ERAS SASH RACK EXTERIOR 6 904.1 MAXIMUM OF 0.5 CFM PER SO. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, ✓„ ADJACENT DOORS WOOD PANE INSULATED OR GLASS DOORS ONLY. EXT. JOJ & 904.1 TO BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. 6-11 AACK� MUST BEAR LABEL INDICATING COMPLIANCE WITHEFFICIF_NCY AND H ASHPAE STANDARD 90 OR COMPLY q-TR4 WATEF CATERS 9042 OR CUT-OFF STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELF SWIMMING POOLS 9043 GAS MIJ T BE ppinvinrn..4N OQEDMA L OR BUIL7aN HEAT TRAP MOT BE PROVIDED. _-L.POOLS MUST t,� SPAS a HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATIDI• NONCUMMERC e= Y It P WATER 904.4 HA A PUMP TIMER GAS SPA d FOOL HEATERS MU4T HAVE wNtmi at r NEAT LOSS SHALL I-1 INSULATION IS REQUIRED ONLY FOR RECIRCULATING PI PI SYSTEMS. IN SUCH (PINGEFT LIMffE T IT! /H/L,'NEAR F T CASES, PIPING H HVAC Ducr 9Gi2 N TR WATER F1' OW MU T SE RE5TR CTEp T PIPE. CONSTRUCTED IN NO MORE THAN 3 DES. DUCTS IN PER f CTI N 909, IV MIN AT r-.ED. OROANCE WITH INDUSTRY STAND NDft'IQNED PACE STANDARDS NTR AIL LING INSUI 7 MUST B IN$ 6 LOCAL MECHANICAL CoocM. TED T M NIM M R 4 d NTS PARATE READI Y ACCES =-�.... 04.9 IB E MANU MU BE SEAL. MINIMUM R-19. R 1 THER TAT R EA FLORIDA ENERGY EFFICIENCY CODE PROJECT --Riverside Village Apartment'AtTintis =- section 9-residential point system method SUMMER CALCULATIONS BASE SINGLE AS -BUILT GLASS BASE SUMMER BLASS SPM SOF GLASS OR AREA SPM POINTS OR AREA TINT (98) SUM.PTS. N 27 47.8 1290.6 N 27.0 48.3 1.00 1304.1 '. NE 0 71.7 0.0 NE 0.0 71.2 0.00 0.0 E 149 102.0 15198.0 E 149.0 98.7 0.85 12500.4 BE 0 104.1 0.0 C;. BE 0.0 101.5 0.00 0.0 S 62 90.9 5635.0 e S 62.0 90.4 " 0.57 3194.7 r. SW 24 104.1 2498.4 i` j- SW 24.0 101.5 0.33 803.9 W 147 102.0 14994.0 W 147.0 98.7 0.42 6093.7 NW 24 71.7 1720.8 ` „r'_ NW 24.0 71.2 0.50 854.4 H 0 90.9 0.0 H 0.0 303.3 0.00 0.0 E 117 102.0 11934.0 E 111.0 48.1 0.70 8083.5 E 183 '102.0 f866b.0 E 183.0 90.7 0.42 7506.1 S 37 90.9 3363.3 S 37.0 90.4 0.32 1070.3 '- COND. TOTAL BASE BASE ADJUST AS -BUILT FLOOR GLASS ADJ. GLASS BLASS GLASS 0.15 AREA AREA FACTOR -SUBTOTAL SUBTOTAL SUBTOTAL 0.15 2403.0 770.0 0.47 75300.9 35249.6 41491.2 * BASE SUM AS COMPONENT BASE SUM SUMMER COMP MULTPT SUMMERLT t t 3 ➢ESCRIPTION AREA PT.MULT POINTS DESCRIP AREA I9C-?S) POINTS WALL EXTERIOR 778 1.00 778 CONC.WALL 778 0.8 622.4 ADJACENT 51 0.70 35.7 $OMM.NALL 51 0.4 20.4 DOORS EXTERIOR 39 9.90 386.1 EXT. 39 9.9 386.1 ADJACENT 0 3.20 0 "ADJ. 0 3.2 0 CEILING UNO.ATTIC 2403 0.60 1441.8 SING.ASSY 0.60 FLOOR SLAB 0 -31.80 0 RAISED 0 -3.43 0 INFILTRATION 2403 14.7 35324.1 TOTAL COMPONENT BASE SUMMER POINTS 73215.32 TOTAL BASE COOLING BASE COOLING SYSTEM BASE CSM SUM.PTS. POINTS 0.43 73215.32 31482.59 " HOT NUMBER BASE ' WATER OF BASE HOT WATER SYSTEM BEDROOMS HWM POINTS 3 3527 10581 i COMM.CEIL 2403 1.1 2643.3 -1.7:' 0 ;. INFIL. 2403 18.6' 44695.8 TOTAL COMP. AS BUILT PTS. 89859.15 TOTAL AS -BUILT AS -BUILT AS -BUILT A! IS -BUILT DM CS" CCM CI ;UM.PTS. (911) ' (9H) (91.) PI 19859.15 1 0.34 0.95 2' IS -BUILT NUMBER AS -BUILT AS -BUILT AS -BULL IOT WTR OF HWN HWCM HOT WTA iYS.DESC.BEOROOMS 19M) (914) POINTS 3 3450 1 1035 z' WINTER CALCULATIONS BASE GLASS BASE WINTER OR AREA WPM POINTS OR N 27 5.6 151.2 N WE 0 3.5 0.0 WE E 149 -5.6 -834 4 E BE 0 -13.4 0:0 BE S 62 -14.0 -068.0 S SW 24 -13.4 -3216 SW W 147 -5.6 -823:2 W NN 24 3.5 84.0 NW H 0 -14.0 0.0 H E 117 -5.6 -655.2 E E 183 -5.6-1024.8 E S 37 -14.0 -518.0 S COND. TOTAL BASE BASE ADJUST FLOOR GLASS ADJ. GLASS GLASS 0.15 AREA AREA FACTOR SUBTOTAL SUBTOTAL 0.15 2403.0 770.0 0.47 -4810.0-2251.6 BASE COMPONENT BASE WTR WINTER DESCRIPTION AREA PT.MULT POINTS WALL EXTERIOR 778 1.1 B55.B ADJACENT 51 1.8 91.8 DOORS EXTERIOR 0 10.5 0 ADJACENT 42 7.6 319.2 CEILING UNO.ATTIC 2403 0.6 1441.8 SIN6.ASSY 0.6 FLOOR SLAB 0 -1.9 0 RAISED 2403 -0.2 -480.6 PRACTICE 1 1 2403 1.2 2883.6 TOTAL COMPONENT BASE WINTER POINTS 5111.6 TOTAL BASE HEATING BASE HEATING SYSTEM BASE HSM WTR PIG POINTS 1.14 5111.E 5827.224 TOTAL BASE BASE BASE TOTAL COOLING HEATING HOT WTR BASE POINTS POINTS POINTS POINTS 31482.50 5B27.224 10581 47890.81 CALCULATED EPI 96.0 SINGLE AS -BUILT GLASS WPM WOF GLASS AREA TINT (98) WIN.PTS. 27.0 10.0 1.00 270.0 0.0 7.8 0.00 0.0 149.0 -0.9 0.19 -25.5 0.0 -8.2 0.00 0.0 62.0 -8.8 0.54 -294.6 24.0 -9.2 -0.33 64.9 147.0 -0.9 -3.01 39B.2 24.0 7.8 1.50 280.E 0.0 -7.8 0.00 0.0 117.0 -0.9 -0.65 68.4 183.0 -0.9 -3.01 495,7 37.0 -6.8 -0.70 227.9 AS -BUILT GLASS SUBTOTAL 1486.0 WIN.PT. AS BUILT COMP MULT WINTER ➢ESCRIP AREA (9C-96) POINTS CONC.WALL 778 2.3 1789.4 COMM.MALL 51 1.5 76.5 10.5 COMM.DOOR 42 7.6 3M.7 COMM.CEIL 2403 1.0 2403 CUNC.FLR. 2403 1.8 4325.4 INFIL. 2403 1.9 4565.7 TOTAL COMP. AS BUILT PTS. 14965.17 TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT AS -BUILT ON HBO HCM HEATING NIN.PTS. (9H) (91) (91) POINTS 14965.17 . 1 0.44 1 6584.677 AS -BUILT AS BUILT AS -BUILT TOTAL COOLING HEATING HOT WTR AS -BUILT` POINTS POINTS POINTS POINTS 29024.50 6584.677 10350 45959,18 4 �, B K i� -rWNX F N =1 MECHANICAL & ELECTRICAL: -------- M-2.1 1/8" = 1 - -0" OVERALL FIRST FLOOR MECHANICAL PLAN M-2.2 1/8" = 1'-0- OVERALL SECOND FLOOR MECHANICAL PLAN, M-4.1 1/4' = 1--0- TYPICAL "ATLANTIS' UNIT - MECHANICAL V M-4.2 1/4- = 1--0" TYPICAL "NAUTILUS' UNIT - MECHANICAL M-4.3 PLUMBING ISOMETRICS E-2.1 1/8" = l'-O" OVERALL FIRST FLOOR ELECTRICAL PLAN E-2.2 1/8 1'-0" OVERALL SECOND FLOOR ELECTRICAL PLAN E-4.1 1/4" = 1'-0" TYPICAL "ATLANTIS" UNIT - ELECTRICAL E-4.2 1/4" = 1'-0" TYPICAL 'NAUTILUS" UNIT - ELECTRICAL ELECTRICAL, TELEPHONE, FIRE ALARM RI R SCHEDULE P, iss .7415. Nummutn' Class wwrr a DATE: 7 2,4/7z/aZ f TO: FIRE PREVENTION CODE 1-101 Ita It 5 W7 N68-55-10W 16.07' N51-27-17W 24.01' PROPERTY LINE IMPI N37-43-18W 103.85' a 1 g �jy1 Ifs i i,. ka Jrn'. 'k r "I : In}Jr " k A y E� h� 9 Lo � ,Ir A� V 0 IN\ FUTURE DOCK #3 (38 SUPS) _ [I FzM Pk'L'—k Fi-t OTLI FPS "y�' aa.,-.i" 4Pf.`ypol h..Ty PG,�...-.,k,� ' .R yrt & A g h...,_ "'� ,. �^`;riw. `ate a "4 >•,�;: I �1 ylv,)I:S'^'' I i 4', '+i;�Y. 'iv� ^+,c„. 4 `t`,'' o:.at:K a e + ' -, -.. ,v... .. I I .- .., 5 ? .rl w�� ,. 'S:'.." V~)x r. .��. r, I. liv �' h n, Y.. .'... vL• r ...... .. a dd�� yy ?. a.. ..✓. v.. Y .. b.. .. e 1 u.. r ., I , �; .vim' �!.= La '13k ia. � a... ti-: a. ... f . s.. rl � .,. ..._. ... 't b , a, # " _ ,. :f. .. ! i:.. q� :. :..• $N ... 5 ,. .. ....f ir.-,. 1,:,:... r o- t>r v. x'� _v La.. Al h:. x v GG-5���A-JI I o7S00.G _ _- 017zeo pa _...PD. g, KEFBP�NGE POINT. „ (20"sia k @T ,xis e i'.7 a a'. a „�' s' `k a, - l T SITE DATA.. v.� . �' Sf'bx V, `? SITE AI' E TRACT G-7. 7.156 ACRES C+ ?N f 'Ti 't M k '�•: TRACT PA-3o 2.244 ACRES „..JL ? TOTAL 9.4 ACRES LEGAL DESCRIPTION: NO. OF BUILDINGS 4 (8 UNITS/BUILDING) 32 UNITS TOTAL AMD TRACT G-7 & PA-3 PORTION IN HARBOUR RIDGE PLAT NO. 6 IN THE COU14 LEN,qT V 4.47 UNITS/ACRE ST. LUCIE, STATE OF FLORIDA, ACCORDING TO THE PLAT THEREOF FILE IN PARKING PROViDEG: OPEW 36 SPACES (including H.C. ) PLAT BOOK PAGES THROUGH INCLUSIVE,RECORDSOF �011COVERED. 32 SPACES SAIDST.LUCIECOUNTY ... "'il DOCK: 19 SPACES87 TOTAL SPACESY nk,RKI G hiEQk. REQUIRED: 56 SPACES 11 y $ da`EdFcSd'kng H.C.) ". n h ,; _ .v a �e"�tiMv .';•� _ .. '.ti k�' "'s"a #er: ¢ ?) rr9 , r. �s , aid Irl�i', .�}.'_ BsiF, r' .. a. , .¢ .. ®tl'I GENERAL NOTES: t 1YPROPOSED BERMS ARE NOT WITHIN THE PRESERVATION AREA ;TYP, 2) REFER TO CIVIL ENGR. DRAW'S FOR PAVING,DRAINAGE,&OTHER SITE INFORMATION. 3)REFER TO CIVIL ENGR. DRAW'S FOR LOCATION OF ALL SITE UTILI'IES FOR PURPOSES - -} OF THIS CONTRACT BUILDING UTILITIES SHALL BE STUBBED OUT TO LOCATION SHOWN ON MECH. i k � 5 n 4 r r kxo eta ""Rt ±wkrhi S. r aa: C w v ka } av zv�=e� gg Y I ,k ✓ F� y?�P'r� Py ++: Nr'fVPIPI rts k m'�tl n tAy4� yw` ' 1 } h a kl I ,fix x � 4 SY �p 2y� ,y� �1 �d• [ VIA e� k.. - A_ ffig axs^1 Y { 4r�,.y�,�,�,irlS itfY,'^i+,C��rj..�.;2++r°is; y q, nW ?id es " a 9 r y. ' 2 yv d• -d s I r". s .q:Ya d ,.::. r .;,, d iB �' r ,�''>. �' ., e FS ,�, p �''" E, « , S > „".L'., z � 5 . „ . ,..:,....: . . t. , r .. i.. i,.,,. ....v. S e, ,. T.... .e, r t,�+ °: ba Y� _e , .� .. :, i r .� .... a . it U 0 Z 0 m U w Q .r H �j0 a 0�0 U _ (y WQOQ� 0 a LL U) Q F- a - Ln >- WJUN F- < C9 WJm 3 0,�m F�J0 co ma< a _ 3 �z z►-0 I ammv L] ch W ❑ y Z Ln ? yyS+y� 4+�Ywt x� !�>reass z i sue' e(i4� PLAN NOFM r �_P _p \ry �'4' twn '�'a�`.9�`•' � � xyR� + k nY4e. a� r , j *a flA.9A. I tII fi `N3.N^'if�,����'isy N� �i1 .. 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A .. t 1987 0, TO A ®R (I �E, mm LEE %P LE", XV� 1 "R; V�, AI " 4w if m R ft Um A Sim= S JR 0 In -1 j "I ?W Ewu E 0 El AIT'Ll 11"d ELL, 4" If -%g�! -a' 31`1 "A 15 fl EP� PM E MR 7-1: a6f r0m 1 614 P 'T Ml- frIll VIEW wag R, M", 11% M�W E�_ "wil 114, W-PR-, --AIN N'g UP, 'AR W J ill 11 11 Ill W, ��P r W- NP V ",I ""M 'g, to b "IME V 5�'l �i,!!:!Vvlv- w EA y 1 hw:�dr , u�:r�'°a...:tie t �■ , H }e , ;1 Ma.-Y•!ry ,:.:.. v u£ ,k... 1. .�.liy }, RY ny r. iA. `. r 1MY k. ry .. �. lE.rv."' r ..:f�litl x w. ,ak✓�v:,,"t ;1,: tt,1i.' . . _... ,, ,Y. }u, •.i. ...v , , ?"P? . v..,Zr . :, tl ,•k� , , q rck`a �. -.,,. 9Ya , ,... .,... .. 5,y ,: + . ,Y 4 ..., CV Yam, . .: ,..,. .. .l. . 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All mignts messrvea F E B 5 1987 FINISH $CkHEDUILEC HAFITTI 110 nlll -FALL --AILALLM (I OWER I-FVF1 — - --- --- FINISH SCHEDULE FINISH SCHrET16JILE S-PAC'E FU& BASE WALLS CEILING C.H. REMARKS MK-T SPAOF BASE WALLS Cel a C.H. REMARKS MK7 BASE WALLS 0;-ING C.H. REMARKS PSE *0 mc� w C�l 0 3 -,� 8-.-, Above 0 00 Finish n i s h 00 Finish Above F1 oor Floor 00 ni, W101 0 i t�� y I e 1 101 1 1 101 ;,z x e� �/-x 0 *1 1 1 1 Q'Q/8'-6" Foyer 8-0"/8161 tray _LL-6---tnay-c e j 1 i n #1 0 101 0 • 8'-0" Hall #1 10 -u I 0 a Powder 0" 7 F'--/9'-2" 9'-2' tray ceilini Linen C.M. at shah �i, , I -011 /Bedroom 0 i F j ,"y;r t 9, _ A M . h '/8'0" C.M. all shower wi Den T-- 'let Living Room 0 0 va t Dining 0 Set # 1 M . set #2 Kitchen •71 - �3 soffit 0 - - - - - - ..... 3 l/8; 011 7 1-Y soffli JEIreakfast -c! r • 101 1 • '310/8'-6" 8'-V tnx ray ceilini 9'-2" --- -Ml. 'I .I.room • *1 1 Hall #2 Coats Utility 7'-3" soffit I FoyeT— �-Y soffit - - - - - - - -- 0 < 0 Bedroom • • 211 lin, bedroom #1 i Room a • 0 cdroom Tedroc!, 1 Closet 79TU� Z-R 777-5-5 5• •x: 7 •M. B ver - s78'0" C.H. all shower wi 6" W-V tray M. M. #1 M. om #I A e-f- 7j' M . 0 t i a' i It. L- L M—.B a t Tf. 's Le --N-Q HE C . —m a -E 1 TIF7 �1, qe NOTE; I ion of 5T I'd ---Lay e r (.; " I I I I I 'l, I I I - I I layers of floc ,-/er )f 5/8' -6� A I< J73" t 'X 4 Znd floor. t X/ 0 cu].�u LL- L L. DQQQ00q?� —ra �aj�db �ke Ty TYPICAL NAUTILUS UNIT DOOR SCt-1E-DW-E DOOR SCHEDULE —Fin, DOOR DETAES HOW REMARKS MK I LABEL HOW REMARK! 'ABEL HEAD TRANS JAMS INT.VERT. BILL G RIP W H T TYP MAT FAD TRANS 'Ma INT.VERT. SILL GRP 7 --T—T I I — - 1­ 17-1 - --1--- 11 �, --- I- =0 mid C 035 1 F&S:DP1501-1 .1— -3L--O 7'-0-- 1-3/4 1 ... . jrd-n- OR ul -E&S 2 21 71-011 1-318 p 5 7' - I I . I 042 J— D39 D39 PR 21-0. 3 4 NIA i D34 D33 on D34 2 = - 1 a.4� A WD 71— 5 PR 11-011 71-0" 3 GWB D42 D42 1-3/8 D 1--a 2 -0' \LUM 2--S" 71-011 11-3/4' I Tempered Glass 4D 7 G` --A--­-�— 1� 7 PR V-0" 71-0u 11-31US; W "I S M. 3 -7, WD 39 D39 3 8 PR 21-614 7'-011 1-3/4' --�T D36 D43 --6— R Tr r o am.rt to -0,1 T ------- -bat k 9 -011 ----B 4 L.fix. & r, PR V-0" 8 0 n Mimi&, M 21 V-0" —WD -DT6----D-4"J- ---6—mirror — 1-011 77 --3-- ]am. to b., k, " -�:F W" - 10 3'-G" 71 �3.,_(4 IlLUM D17 D17 -21' 1-3/41 A Tempered Glass 2 French door 311 7 11 V-0" 7--0" A 0 WD D38 043 12 V-0" 7t-ol' -2' -6" 7'-0" 1 -A- S 8 WD I D34 D43 4 L. fix. & R. oper 13 3 71-2 7 WDS A WD I D40 041 2 French door [14 2 7--0" a-3/8' pi!-,� 7 3/4"1 S l: 1] A WD- D41 5 French door 31-0" 7'-0" a-3/8"B, A W D43 + 7' -0-6 GW:� N2 5— 0 --- — J 1 6 2'-6" A IU�, D17 D39 3 71 -911 81 0:; WD -n-.TT- 71� 5 -1 7,� 7 3' -0" 7" -2 ;ruin, n . A HM ID34 I n T, go L If �-ffi JRtAill Lk Cm . We - N,4� R TYP. 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Q ❑V i— U Wp,JM ■ a iL in LLJ >- WJUN 3 (WTI Im�� L U lL L + % Coa- � J ❑ W m fyQ Q =oo- - 3 F- Z i- ❑ I� In U ❑uIW M in Zinl :m 00 d � u m � 7 Z O W a N > Q � W 0 C Q COMM NO �- cI A 2 Schwab b Twitty Architects, Inc. All Rights Reserved �--� FEB 51987 ■ t� .1 Xxl 1 WOOL BATT INSULATION OF I� THICKNESS REDO. TO ACHIE` SPECIFIED STC RATING. Fr SEE BELOW FOR FIRE RATING i CONSIDERATIONS /---CONTINUOUS SEALANT 0: w" 1� _=•-I� CONCRETE FLOOR SLAB A IN j),'''�� r, 1 10•Ar w, w r {,' i TYPICAL METAL STUD! PARTMON ALL PARTITIONS EXCEPT OTHERWISE SHOWN INFERRED . 1 HOUR FIRE RATED (BASED U.L. TEST # U-425) TYPE "X" G.W.B. I , ARIT DOO Soo SHAFT WALL - 2 HOUR RATED RASEO ON. UL DESIGN U505 -- NO. 22 GA, GALV. METAL CEILING ANGLE 3/4"X 1 1/4 (2 ANGLES) t h CONT. SEALANT ® PER OF GYPSUM BOARD s�lr °, DTI ONE LAYER 5/8" TYPE -! GYPSUM BOARD APPLIED VIE TO EACH SIDE OF t T & G GYP. COREBO,&RD oy/ L,.AM#N COMPOUND,$ NO. 22 GA GALV. BRACING ANGLE 3/ w h (N 1 r � w M Yid I'f e • r x + yyt33 ��y�n0.0 � x1'� • k r *x }� y.`j i,YA'dk#'d' ���} F4 I �� t4[1 � dY:u:,�• ""'z '.;fee. 4yh, +4. 1" �yY d �. � �_ C a �.'r' ', 41 �, r 1 e '� *#�''� -R 4 _ •d €F f%a.� � .#�r''d�IkiP „ '#yA �`�:S"�`k�2-.il'a"",.1$. 'G T.x� ': .. �ws' tk•� � � m$x�r� A %rc@r:�' 4 $ Y ,+�, A � � ta'��� I IIW� !!Sill=1 { • �� -•- a�. r xwr# ,�L*i'H. lI E �>amf., lv �{��,. S' f ��Il y Y �•' 4�r h d k i 1 � �� p I 1 _ • W ��5�<�1� 1'YSS, n� • �4k�'n'��¢Ytai'�N"x�.',°`Tk�I .�„ � +'c� `'�� S�"�iP,;i t C - •�a, c 4h• I�n? � � 3 _ '� ay "dl�alr ��� 111111111111�� e IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII ii< i _ .. 'fiy 4xYFirtsfl" �w�`' 0 Yam' � I s; Oy���Ai suiddy - € � "� _ • - • - . .-. �' - • tl `.J�Y��,ry� F � �d. 1� X+f �. ii'1'�+` Yv;"S"n F Y� � 1 �'. '� • • 47 r R �Jrt+^2N�1�1•g§� R tiXl >v .z i�"` �1.t�0 ul' j� I��Yt I ��� �II�I "^^ � i'v 1 •... I9T `ry4#I� i;Ill, x �I ...� i`" . P,f c ?.x,. • • • I�" Ra ..m'. d�tl F IN,'F 500 IAL METAL STUD CHASE D ON U.L. DESIGN U.L.-420 H H IAWER TO FINISH SCHE RE t 4 MASONR�rI ,,lI (C.M. r< "t as4' �i ^ I'+ O O le a 01 st I�1 & • � s III e 2 111111i11 U11 lie I wo" ry 200 METAL STUD CHASE - 2 HOUR BASED ON U.L. DESIGN U-420 / RO¢v t�G14. r�K �iLAPi / oq. CONTINUE GYP. BE. AS SHOWN & PROVIDE CONT. ACOUSTICAL SEALANT ® PERI- METER & ® ALL CUT-OUTS & OPENINGS (FLEC., TELE., ETC.) WHERE STC RATING IS REQ'D. I-- --- REFER TO FINISH SCHED. FOR CEILING TYPE & HGT. 5/8" GYPSUM BE. PANEL GUSSETS 12"W. ® 48" O.C. VERT AS CROSS BRACING. - 5/8" TYPE "X" GYP. BD. APPLIED VERT. & SCREW ATTACHED TO 1 5/8" NO. 20 GSG GALV. + METAL STUDS ® 24"O.C. MAX - OR OF WIDTH REO'D. FOR PARTITION HEIGHT AND/OR WIDTH GLASS FIBER OR MINERAL WOOL GATT INSULATION OF THICKNESS REQ'D. TO ACHIEVE SPECIFIED STC RATING. CONTINUOUS SEALANT CONCRETE FLOOR SLAB I C NERAL PQRTMON N 1- PARTITION TYPE DESIGNATED ON FLOOR PLANS B9 1 � ... • PARTITION NO. ;:; .. ,.... _..„ ...... . ...... ,.,.. . •,. STC RATING FIRE RATING 2. PARTITION TYPE DESCRIPTIONS ARE NOT TO BE CONSTRUED AS COMPLETE ASSEMBLY INSTRUCTIONS.CON71RACTOR-15 74 CONSTRUCT PARTITIONSACCORDING TO THE COMP + ASSEMBLY DESCRIPTIONS LISTED IN THE REFEREN TESTING LABORATORY MANUALS. 3. REFER TO FINISH SCHEDULE FOR FINISHES. 4. RUN STUDS GYPSUM BOARD AND. ACOUSTICAL " INSULATION FULL HEIGHT ( FLOOR TO UNDERSIDE OSLAB ABOVE ). AT ALL FIRE AND / OR STC RATED PARTITIONS AS DESCRIBED BY DETAILS ' 5. RUN C.M.U. (PARTITIONS FULL HEIGHT (FLOOR TO UNDERSIDE. OF SLAB ABOVE ) AND PROVIDE SEA III FIRE RATED PARTITIONS. 6. STUD SIZES INDICATED ON FLOOR PLANS ARE NOMINAL I.E. 2"- 1 5/8" STUD 4"- 3 5/8" STUD 6"- 5" STUD 7. UNLESS INDICATED BY PARTITION TYPE DETAI TO FLOOR PLANS FOR REQUIRED STC RATIN A try aou°nifn m L ci o Z uLLJ U :L i �" 4 ❑ L1J ❑ f f U) Pt f y U ('}� 0 L w0-iG) fY 4 tY L. L,n` Ul >- WJUN 3 L rWn I m L3 LZ L 7 chr�y-i❑ co Q LL < I ❑3 LL — l L F- ❑ _ U aLncnq ❑rWm in ZLn�:m ere^ Z d > m o z 3 m a � o � I 6~"r !x+e ,�.,,3st�� "ry, y. eef�rti �'",. n`�,L n,•, 6!{ v .'' tw"'�u�kai 3`Tw++rC* >, 2a`rv"y p e =_ BEAR CONNI: �'IONS AND DETAILS NI 19, AND �,iALL BEAR THE SEAL ago v �* L�l u`"i RIM b. i I MRIM91% l21 . 'O. ONIW sn Ai . 0 k, 4 pP iA IMP!" ik 1AW Q Rll 6v," 5-�15 P'w 7V 61bar vx A ar M, K, 130 IN am, )!'1 '14 Q,- I OF IN M77,75 77 6 4 "141" 1",", OV U Jl� T'I Rl' Q 4"'? 1 ' i - 6illlv . .... . Itll M : �a � � � J� � � ©' wy \«� � �� � \� \ . sa .: � � «�. � j jRv h ..::, .ry , .— , cvn.. a.,e.. ,.. vry Y.m 1. ?•..A -,+.e e:. rM 1 k H ki rtt r� r 3 rox r ,- r.:e .�<+:,-...... 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S: II II !1 II II II II II II II ii II 1 II li iL II II Ii ik ll II II II II I .JL A JLJLJLJLJL JLJL JLJLJLJ G 4 �2,2 4" s 4" r o.vc- ,QoX W. / I \ ' 1 r ! r fA I If o ah� zz u�r+TE� Ar PtR�(�caot-- �TYPJ r IIFI, If I,-Ir l-,rTfv,rlf - I IIIItIIIIIIII II IIIIH I I II II If II II �I II II 11 �II 11 L 1 LJLII_JLAJIJLJUL JLJL. TE r✓ PD n,'761N __ — \ C= 1 - VA I c. - v ?� pr G _FT r I I -_- nrtT2�c,Tr. w' , csrl, cc r Tr , TL rc rnl,r7 , cG T- I 1 --' i --� -- ---t J I I I � I i I iI I ! I I I I f EHANE, INC. CONSULTING ENGINEERS 2705 PARK STREET (305) LAKE WORTH, FL 586-4003 Z ui w w mow® H In U o� W®®M Ir Ir LL Inn ►- a _ Un >- WJUN F- w JW� L7 LIr ® Ln O�JO m Q mchQ =oa', I U �Zw't OLnwC9 cn Z Li �: In COMM. NO, M 2ol Copyright© 1986Schwab & Twitty Architects, Inc. All Rights Reser I I I I r7*`+ya� ail. M. I � I ' I �g +t MO� --------- ----------- 41 9 �yfsu M 5 { C— N RVo I- � li �J I G I /K I \ I \ iz 1 � I I I I I I S I � 2,P I ! I F' -� I I I S 7-Y14D FL- O 0 ,< /'✓ /C,4 4 CHANE, INC. j. 'CONSULTING ENGINEERS -2705 PARK STREET (305) LAKE WORTH, FL 586-4003 Cbpyright 1986Schwab 6 Twitty Architects Inc All Rights Reserved L] C— N RVo I- � li �J I G I /K I \ I \ iz 1 � I I I I I I S I � 2,P I ! I F' -� I I I S 7-Y14D FL- O 0 ,< /'✓ /C,4 4 CHANE, INC. j. 'CONSULTING ENGINEERS -2705 PARK STREET (305) LAKE WORTH, FL 586-4003 Cbpyright 1986Schwab 6 Twitty Architects Inc All Rights Reserved L] ❑ Z ❑ N r- W L3 F- Q W Li.i 0 Ln>- m U WC)_jM Q aLn a�:Lf) i- W —1 0 N �- H U L7 < co WQW� 3 L7LLmv1 Lo a��❑ m Q maQ Ioar I U aZLn't ❑LnW('7 U] ZLn3:m �:1 J F L m >z W Q Q X > W lJ CJ cr COMM. NO '96,' Ze'f-. O IVI 2.2 00 /1IA5 9'� e 3c-> :,To>,, n 4 im L/Xl't'=. I I ?OU CFn af h, j � -- / P ZA LL — —1 � JJ Grp- I i /7S I OEM kt� �CFN r /2x�-, RA<- �v„ L] ❑ Z ❑ N r W W 7WD H in%E L] t,J p 0) Q LA-Ln f- -Ln W -J N u LD m W JWm D LA- Ln O�J❑ m Q ma< I ❑ r I La �ZIn ❑ Ln W C7 r: d (I r� a0 e� zm� z°w �Q> 3N oo� ram- COMP NO �' - 7- S4 , of M 4.2 lJ M_Es I hJ Cam.--_F. X T U F=i UNIT ITEM MODEL NO. MATERIAL ACCESSORIES NO. 1 `a `era .v.. t.S• uw..i e... vb t'v+. + .o-� r.... <w E1kay Lk 3322 ...o.. •e. . S.S. i8A Lk-2201 Faucet'> w/spray, Lk-99, drain. 2 Lay. By others Marble Moen Chateau s Wide spread #4965': M. Bath Bar ether:_ Marble Moen 4986 - Roman tub tub filler - chrome finish -clear handles 4 Moen Flo #2166-A shower head 3171-8 with temp stops. Am. Std. Ellise Moen Chateau Tub 2008.019 and shower #2739-A' Ut. Sink Am. Std. Ledge- E.C.I. Am. Std. 4;' .077` mont 7601.016 Faucet Am. Std. Roma With clear handles> ._._5013.024 ..,... .., Wall mnuntori TEAM J i, z �7rz Cv IN b�f S �"TI ,'^wpurm�l:,?$ten,., tu$...oaa$Ewa.,.^.u""K.�iFxa`x.,zv'x.wn,`, r i At/ Y ,_ 314u. YIf'l�ti Y� Z L»s.'. 7,1 M, j3 zAz � I Js,NK / � I LAV 2 2" SNW e, I I �I J3 6a 2 LAV \/ _ W, G. \ \l I 0 M. r 2" c.o. P T, J 5 S 4� 3e Z� S S S 4L 3e 2L elV6T s. /z i i3A2 siv K LAY V/. G �� TUiS i i Y2 W.G. 3" VT2 9 � � J dj b m zLU O N Fw Q > Q ¢ w i2 COMM NO CHANE, INC. �/� :CONSULTING ENGINEERS ■�■ 1 2705 PARK STREET (305) LAKE WORTH, FL 586-4003 4 ■ 3 Copyright 19 -Schwab & Twitty Architects. Inc. All Rights Reserved PIP FEB 5 1987 �S O 3' VTfz 3 "- 3' Z \ gioET I / � I / / 2" WAG, I I� \AV I I �3 \ z„ iZ' J / Lip 4, z AV LAV t E dr.4NLL, u+' D 4fM { yeyy 4 an�r'�43A *tYy t :. . fV M N :,,.n V . @,r. 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LfGI,ND FLUORESCENT FIXTURE " SURFACE ON P(AGANT POINTED C= FLUORESCENT FIXTURE - RECESSED 1-411 FLUORES(FRT FIXTURE - OPEN STRIP � I"CAROESCrNT FiX71IPC SURFACE, PENDANT OR WALL MOUNTED • INCANDESCENT FIXTURE RECESSED ROUNO ON, SNARE INCANDESCENT FIXTUPF RECESSED WALL WASH FLOODLIGHT OR SPOTLIGHT - SURFACE, PrNOA"T OR WALL MOUNTED EXIT SIGN FIXTURE - OTIRECTION ARROWS AS INDICATED LIGHT FIXTURE TYPE DESIGNATION - SEE SCHEDULE 3 TOGGLE SWITCH - S A S I, ?OA, IZSV/277V. - UP 48" $3 TOGGLE SWITCH - 3 WAY, 20A.. 125V/777V - UP 48- 3p TOGGLE SWITCH - WITH RED PILOT LIGHT - SM TOGGLE SWITCH - HARVAI, NOTOR RATCO W I IN THERMAL 0. L go SRI To - mmorp DUPLEX RECEPTACLE - 20A_ 3 WIRE, 125Y. 94, DUPLEX RTNEPTACLE - 20A_ 3 WIRE, T25V., - TOP HALF SWITC14FD 0-4 SINGLE PFCCPTAC[F - POA_ 3 WIRE, 2SOV_ POLARIZED 0 SPECIAL PURPOSE OUTLET A NOTED OR REQUIRED FLOOR OUTLET - FLUSH 4/SINGLE RECEPTACLE - 20A., 3 WIRE, 12511, FLOOR, OUTLET - FLJJSW WIDIJPL17X RECEPTACLE - 20A. , 3 WIRE, 125V. 0 JUNCTION BOA AS NOTED OR REQUIRED 0-4 CLOCK HANGER RECEPTACLE - UP 8'-0" OR AS NOTED W THERMOSTAI OUTLET - DEVICE FURNISHED BY MECHANICAL CONTRACTOR N-I TELEVISION ANTENNA SYSTEM WALL OUTLET - UP 12- 0 0 111, TELEPHONE WALL OR FLOOR OUTLET - WALL OUTLET UP 12' TELEPHONE FLOOR JACK 0 0 PUSEALUTTOW OR PUSHBUTTON STATION - UP 54" ❑ co SIGNAL BELL OR RU77ER - UP 6'4^ OR AS NOTED 1,41Y 0 SPEAKER _ CEILING OR WALL MOUNTED Irl9f l5Z Z) e VOLUME CONTROL AND MrCROPHOHE OUTLETS - UP 60" AND 12" Ef�p.a/,-A 5Vr �Ilrhl c:%,45,% 0 0 3 SAFETY SWITCH - (3) NO. RULES, (30) FRAME SIZE, (IS) FUSE SIZE 1112 MAGNETIC MOTOR STARTER OR CONTACTOR - (2) MENA SIZE i$l ELECTRIC MOTOR QR LIGHTING ANDIOR APPLIANCE PANELBOARD Am DISTRIBUTION OR POWER PANEL90ARD �Aj 7A/M/ 4=Ll- 11ta;11-1) � IVIFL/ rArAelAl -Q,5ES mo7e 0 CONDUIT RIJN CONCEALED IN WALL OR CEILING --;%4 �FA,=A�, — — — CONDUIT RUN CONCEALED IN FICOR OR UNDERGROUND /V(; 7,5 CONDUIT RUN EXPOSED PARALLEL TO BUILDING LINES v a reo re0o 17 W,4 7104w P//047 710 IWIVI- 400-Of— HOME RUN TO PANEL - ARROWS INDICATE NO. OF CIRCUITS. 749 :V47X t7WATE 5,Yeq Cr L 0 4:,4 7,%,,',1 rAW,lirr41VCW a,010 0,I415 TO aA/0, VAR INDICATES WEATHERPROOF ENCLOSURE OR COVER AS REQUIRED =P4 /t:Xf.-/47)e TO /-1/41 4Nvo 57,q,44.1- CA CIRCUIT BREAKER ML v FIRE ALARM CONTROL PANEL (SEE RISER) FIRE ALARM MANUAL PULL STATION M151 A- c:,4FV7 SMALL HA L/6 A 411- FIRE ALARM HORN �4L /f9/1w7 SMOKE DETECTOR (AREA TYPE) cl. XW SMOKE DETECTOR (OUCT TYPE) STROBE EIGHT HORN AND STRO'l LIGHT TAMPER SWITCH FLOW BOA D PANEL RD S A ' SCHE DUCE "HPW VULY S --=7 MiA&E VME AW K4 pmXX ruLL MDJTRAL HOUNTM `60 AMP I1AIN-/4A« SHORT CIRrLOT To AW-SY*-Rpa AS IW�R L IM C C UR LOAD Aws —c IT P A -x, L IC Ll 72�C ,15r �v Rce Eo7- 6�ey -Po 4 20 ZE 120 to 7-eZ OA-00 & Yt 11110 7 I Si zo e-2 /0 in 12 r"t!L j /1� ­"l, IS, F7Pei 0-1 13 14 go C-2 /Z ' I.. 17 Is I L) 11 w - 19 20 7 1120 21 22 Ze 76 )4 ;Io 5L,5 VA 7-27,e CA.0 L IXW73 -5 =1173714 EL j5 7-c7,e E5 C� AC-e Z) 04; J, I 212 30 31 33 35 36 -7 37 39 34) 40 At AO S'%j jrPAT Vo A TmALAWS PUSAPP,0'---� BUSIllow,74, PUSC-r--`�'' CONNECTED KVA-,,Z'-,'l L NEPAL ELECTRI CAL -NO I t S INSTALLATION SMALL Of IN ACCORDANCE WITH THE N.E.C., ALL LOCAL PRO STATE CODE RE.L QUIREMENTS, 3 2. ALL MATERIALS SHALL BE UL APPROVED 3. SWITCHBOARDS, PANELOCARDS AND LOAD CENTERS AND ALL COMPONENT PARTS, ETC_ MUST BY THE SAME MANUFACTURER. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS S. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FOP USE OF 'AIEL' TRADES"M OUIRED FOR CONSTRUCTION AND PER SPECIFICATIONS. 6. ELECTRICAL CONTRACTOR SHALL VERIFY RfnUIRFMFNTS, EXACT LDCATION AND TYPE OF BEETLE FOR ALL ELECTRICAL FIXTURES, APPLIANCES AND EOkliPMfNT. 7. ALL CONDUCTORS SHALL BE COPPER. THE MINIMUM SIZE SHALL BE 412 TN,". CON011ACTOU 0 AND LARGER SHALL BE THW UNLESS OTHERWISE SPECIFIED 8. ELECTRICAL CONTRACTOR TO COORDINATE TELEPHONE SERVICE. 9. ELECTRICAL CONTRACTOR TO RUN CONTROL WIRES FOR EIVAC SYSTEM. 10. ELECTRICAL CONTRACTOR SMALL PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANEL. 11. ELECTRICAL CONTRACTOR SHALL ASSURE THAT ALL FEATURES OF SERVICE COMPLY WITH POWER' COMPANY REQUIREMENTS. ALL EQUIPMENT NOT FURNISHED AND/OR INSTALLED BY THE POWER::, COMPANY IS TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 12, FLUSH PANELS SMALL NOT PROTRUDE. THE DEPTH OF THE WALL SHALL BE CHECKED PRIOR To ORDERING. SURFACE MOUNTED PANELS SHALL BE SECURED FIRMLY TO WALL. 13. ALL CONDUIT SHALL BE GALVANIZED RING EXCEPT AS FOLLOWS: a) EMT MAY BE USED INDOORS, OUT OF SOIL AND WHERE NOT SUBJECT TO PHYSICAL ABUSE, PER N.C.C. AND SPECIFICATIONS. b) FLEXIBLE CONDUIT SHALL BE USED FOP EQUIPMENT CONNECTION NOT TO EXCEED SIX (6) FEET PER N.E.C. c) P.V.C. SCHEDULE 40 BELOW GRADE MIN. 24" WITH GROUND WIRE AND INCREASE CONDUIT SIZE PER N.L.C. IF REQUIRED, d) ALL EMPTY CONDUITS ARE TO HAVE POLL WIRES AND CAPPED. LOCATIONS SHALL BE MARKED IF BURIED UNDERGROUND, ETC. 14, PROVIDE: DISC. SWITCH FOR HVAC EQUIPMENT, CONDUIT AND CONDUCTORS, AS REQUIRED. INSTALL; ALL STARTERS, CONTACTORS, ETC_ FOR HYAC EQUIPMENT PROVIDED BY OTHER TRIP 15. ELECTRICAL CONTRACTOR MUST VERIFY ALL AIR CONDITIONING FUSE SIZES WITH MANUFACTURERS NAMEPLATE ON EQUIPMENT PRIOR TO ORDERING SWITCHES, ETC. 16. ALL SWITCHES SHALL BE 6" FROM DOOR JAMB OR CORNER AND 48" AFF., QUIET TYPE SINGLE ,, POLE. 17. ALL DISCONNECTS ON SERVICE ENTRANCE EOUI PRE HT TO BE HEAVY DUTY WITH KTN-R FUSES, ;l REJECTION CLIPS SHALL BE INSTALLED ON ANY SW!TCHGEAR OR DISCONNECT USING OR EQUAL TYPE FUSES. 18. MENA 3R ENCLOSURES SMALL BE FURNISHED FOR ALL EXTERIOR ELECTRICAL EQUIPMENT. 19. ELECTRICAL CONTRACTOR TO GUARANTEE WORKMANSHIP AND MATERIALS FOR ONE (1) YEAR AFTER ACCEPTANCE OF JOB. 20. LIGHT FIXTURES SHALE BE SUPPLIED WITH ALL MOUNTING HARDWARE, LAMPS AND BE CLEAN 8 FORE ACCEPTANCE. 21. LIQUID TIGHT OR RAN TIGHT GIHTNFIELD WITH APPROVED FITTINGS SHALL BE USED IN om LOCATIONS AND ALL OUTDOOR [OCAIIONS. 22. ALL ELECTRICAL EQUIPMENT LAYOUTS AS SPECIFIED ON DRAWINGS ARE BASED ON SQUARE '0 AND HAS BEEN COORDINATED WITH ARCHITECTURAL SPACE REQUIREMENTS OF THIS PROJECT. THE ELECTRICAL CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SUCH SPACE REQUIREMENTS IF HE OPTIONS TO SUBSTITUTE EQUIPMENT. 23. ALL CIRCUIT RUNS OVER 100 FEET SHALL BE INCREASED TO THE NEXT SIZE. 24. SUBSTITUTIONS OF ELECTRICAL EQUIPMENT AS SPECIFIED IN SPECIFICATIONS AND PLANS kL: SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO 10 DAYS OF 810 DATE ALL ITEMS SUBMITTED AFTER SUCH TIME WILL NOT BE CONSIDERED FOR SUBSTITUTION. THE CONTRACTOR SHALL SUBMIT COMPLETE OTALOG CUTS, MANUFACTURER, MEMBER AND REASON FOR SUBSTITUTION. IF COST SAVINGS, HE SHALL SUBMIT AN ESTIMATED DOLLAR VALUE, BUT MUST MAINTAIN AN "OR EQUAL" QUALITY TO THE ORIGINAL "AS SPECIFIED" ITEM. 2S. ELECTRICAL CONTRACTOR MUST VERIFY ALL ELEVATOR ELECTRICAL REQUIREMENTS PRIOR TO ORDERING SWITCHES, ETC. /VO A00-7, l- 4f,-'Al 7'9'5 =, -5-/ 7r,*�2 qx""ff ,SIF 77,C)IVS V lc'I7PE A SYSTEM 7*0,9,ff v` 3- ELe4:7' -,CjCAL; C'1,2A.7-RAcr,9R sru13A,71rrA4.5 SHALL /&/Q r�LAJA;MAA10 6 R'S A P 17VO I/E 0 9)1 / o cv,4 t- lclea 14A ZSIVAIL 4 -SY3TfflY1JklEU157 7- 1--$C //,/ C-01S`7)`P1 14,VC05 14// 7W LOCAL >=IVe � S ,44 /- )rL11V C-OMOL11 7- A V 57 Z.-,O i-MO /--/ 7-4r4.,VPA4aA10 Z10 SLAG IIVC'I- 4/oar -'T#.44 /L /A/C*4 L14-e,4 L 4 I=Vg L-C-A"44,404X17-10A144 ��- IAIwoeo. 1127C, TO POOL 1-.404.10AI 1-004/4.4. W14le Scv4 ;04(44-7 40 WloeH(A S'XVAI. :;?4`) 7-0 4./A/,F Or 4 OiOZiC7-4Fo I F1 7' , 45, r' 4c:7x'f3-4,4A?0 7a 7'Ale 1w1k-'O r ��L/ r/- jC- r 11V e,4a,4 CX40'rAJEAIr AA10 I�A?,JVIDe <:,4A34,6 AD ML10 - dr 9 rl- I) 2,!iva sIzqc-,04/4.c -fD S71 tF �E�D V417', C %41Z,40 6,94 i7a'7WO 7'1 71 VIT, El 45,4rf 1��Iaoe 7 --i 7 J:V //4 *A :WAV7,4C ,W 1 N I 110- CRANE, INC. , 91 CONSULTING ENGINEERS 2705 PARK STREET (305) LAKE WORTH, FL SSS-4003 m -" a "��" C✓aeZ"R�te��",-�-.'.-�-, 'asM,. .+� 1,..a �.:. ,ssu. .. H...b. .kv-. ,._, ., �...., ,: 7'H F 40 0 40 80 I - I r C�, 6 /Q- F ti ti �L ( 02 • v� c<` F•=13.00 C P cmas. POOL�� 80 G i PAVILION n ^ S t �� •�`i• �, 6 "O/ 6 �-- G LF CART TORAGE Ll S2 -SO'Q gpE9�Tf- 7 610 a J ti ^w h '4RBp -.7 '' s 'oQ G'►'c� 'pq o ig 3i \ 3 j ry PROPOSED ELEVATION OF BUILDINGS \� �601FCART 1 / ALL BUILDINGS ARE TWO STORY " 5'r0R46E / FIRST FLOOR : EL. 14.00 R\ 11 NOTE:` _ ELEVATIONS FLOOR : EL. 24.00 LEGAL DESCRIPTION: Q ti\ THE CONDOMINIUM PROPERTY SHALL BE SUBJECT TO AN EASEMENT ARE RELATIVE TO THE 1929 TRACT G-7 HARBOUR RIDGE PLAT NO.6, ��' o_ �0 � C FOR ACCESS TO DOCKS AND PARKING FOR USE OF DOCK OWNERS AND NATIONAL GEODETIC VERICAL DATUM _ _ THEIR GUESTS. THE NUMBER OF PARKING SPACES NOT TO EXCEED 19. ACCORDING TO THE PLAT THEREOF RECORDED o� THE LOCATION OF THE FUTURE DOCK AND WALKWAYS AS SHOWN HEREON IN PLAT BOOK 25 PAGES 40 THRU 40E oN ARE APPROXIMATE AND COTRU TION TS pEPENDENT -PON APPROVALS cx W BY REGULATORY AGENCIES.,Lb O3 :BUILDING NUMBER ST. LUCIE COUNTY, FLORIDA. R /0/0.00 a=38'06'3/ PARKING =67/.77 a .es "� '}" ' - e ...1Y 'F^.?" f. M •4?M�'"t,£M^L 1.y'�: f4i X� i Q ! ; ' 87 SPACES TOTAL r �0..; 32 ARE GARAGES � � �' , NOTE BUILDING PLANS BY SCHWAS AND TWITTY ARCHITECTS INC II oo004 / 55 ARE FOR GUESTS AND DOCKS, 19 OF WHICH p, S� \ Jc $7 ARE FOR DOCKSI An 11FAIN BEIM" — -- — - -- 1 W-l' K. RO O S �� AS So (A NNE S, INC. -- SITE PLAN _ 4 l -21 - $8 W,P7. A00 DlME�I510/JS To Cgj1T p,LD s. � -r"��s ATE � G -/7 -B7 3 /0-/4 -e7 DNC AOD T/ES ETC• -- 4 ��x — A. NO. 86 ':Z77 _ �- � a oRA .v: oB. RIVERSIDE VILLAGE A CONDOMINIUM - - --- ENGINEERS • SURVEYORS • PLANNERS ' -- 2 /O / B7 DNC PELOCATEPOOLPAI//LL/OV ,.;a VEST PALM BEACH FLORIDA J N 2 1 1988 APPRO!/60• SIGN. Cek� £ Q �}�! / DH _O.26•/SZ �37.4 / z 9 87 M.B. Ao_O T/E9 T- PAy/NG FROM POOL AREA NO DATE BY REVISION MId>ff $'CAGE: AS SHOW/V �zd 40 0 40 80 I Scab Feet 6' , .r s 4. go 9 j R G, %� , RIVERSIDE VILLAGE, A CONDOMINIUM IN SECTION 26 TOWNSHIP 37 SOUTH, RANGE 40 EAST ST. LUCIE COUNTY FLORIDA r x t �,i a t ,� � k s .�. z� e ,,,5w„%� � w` c1 r '� av r i i � � � i �I �^ `�t�� Ci ��r� 4r,�7 '•� . f:. L, 11 CO A An an mob, . IVERSIDE VILLAGE, A CONDOMINIUM IN SECTION 26 TOWNSHIP 37 SOUTH, RANGE 40 EAST ST. LUCIE COUNTY, FLORIDA 9ET CO/VC ,9TjGN ° OQ''E S7g°39;/O"E NB qoSo'oB (o I Es'6B °s-y N 85 11,8 , 4G .84 /44•'r , S 76 ° 26 "2/ "6- 55, - --__ - S-7.O/ 3.9. 341 t_ CD - - - - - 738 >. w 2 �� w 1�5356• { �_ -- jog 33' - .�-. j It I Q'j 67.10 B.04 1 tio8 �� rI o V� 083� 1 �, 13.33' �g �1 CART E N cONCPEZE � 5T0RAG �h'/vF 13.33, 30 3(O si 3 1 O DRIve w GOLF Co 333' 0ARr CART GARAGE w gTORAGE a (� STORAGE � ro ,.y P o N RAGE 35 Sl.a3 �k z ,. GA w, /.33 33 5 'er i G5• N N o m F-F-=13.00 a IT I v O POOL 'v o PAVILION _ mom40W Ad S2 03-0'07 R • �o/® o0 y ,. - - �ARBqVR O F'9 M r: soy �6 R� 3 9 74. 0 /Og � \33' CART 'A(5E PROPOSED ELEVATION OF BUILDINGS ALL BUILDINGS ARE TWO STORY FIRST FLOOR : EL. 14.00 NOTE: SECOND FLOOR : EL. 24.00 THE CONDOMINIUM PROPERTY SHALL BE SUBJECT To AN EASEMENT ELEVATIONS ARE RELATIVE TO THE 1929 LEGAL DESCRIPTION:TRACT G-7 HARBOUR RIDGE PLAT N0.6, FOR ACCESS TO DOCKS AND PARKING FOR USE OF DOCK OWNERS AND NATIONAL GEODETIC VERICAL DATUM THEIR GUESTS. THE NUMBER OF PARKING SPACES NOT TO EXCEED 19. ACCORDING TO THE PLAT THEREOF RECORDED THE LOCATION OF THE FUTURE DOCK AND WALKWAYS AS SHOWN HEREON ARE APPROXIMATE AND CONSTRUCTION IS DEPENDENT UPON APPROVALS IN PLAT BOOK 25 PAGES 40 THRU 40E BY REGULATORY AGENCIES- O UCIE COUNTY, * 1a41 x, . BUILDI NG NUMBER ST. L TY FLORIDA. r a , w I II PARKING*, y r +,:,F k 5 [: f „ . ,ry , I '' ., '.ro i9 7� .'r =: }, : : k ..,, ! ' :+ ..SSs ... -'�, as xt, e $ ✓' ^. 11 xa Y �re•m ..,, , ,.,.. -x. ,.,.....•�- _ ... g . ,... .. u. ,., _. .,, .,:. +r .,... _ .� h �.. .J'.. .. b ..,......r ....: .. .. ,,,:. .x G ..I ,a. ,a ... 87 P S T � t- ,» . g _ .. . , a •v, sr S OTAL o... -,.. W t.. .n • u. : i... .,. . .. 4 :..:. ,.. -,.c I i -w. . v .. gnu ,.. ! , .. C.,o , .,,: : .,-, n :.. e,.. .3n .n .- .a..✓. m. ,r .:., b..b"4:....,r., nAN:.....,t �,,.'{ , .....,. ,<n -v,.. k A@U ..: rv..., ..-_. i.1. T� .a,W... .vA lrp., di}:�'d......s`V�r^'iix.e.M[.. #'b ,.,. ... .1... 4.. .... .... , 32 ARE GARAGES _. El 55 ARE FOR GUESTS AND DOCKS, 19 OF WHIC NOTE: BUILDING PLANS BY SCHWAS AND TWITTY ARCHITECTS INC. _ARE ,_ FOR D , OCKS ,. �,_.:E ..n� 4. ,5.,-n c, v, .�C+ . r.. � 'N.. ,.. d ,.i y''`E '� fr - - - - -- I - MOCK, ROOS �;. AS SO('I ATES. INC. 4 2! - 88 W.pT- ADD O M! nJ51DlJS To 40LF cgf(T gLDGS TIES 3 /O -/4 -87 DWC ADD T/ES, ETC. " /O - / - B7 DHC RE'LOCA % E POOL P,4I//LL/ON - _ - — �,� , . ENGINEERS • SURVEYORS • PLANNERS _ , / G-29-87 M.B. ARP T/E9 TO PAv/N� FROM POOL�,, I IN NO DATE BY REVISION WEST PALM BEACH FLORIDA ..... a . a4ii r� W drk iki "♦ "y, w' i , I S' mi 40 0 40 80 I Scale Feet St ' rF'4�P AQ o �80 c �4.09' 69ti .S''Q o' zov c�. 0 � V ¢ sue_ ti� N S01 F CART 4rORA6E 1 / AW n N \ r' s O R = /O/O. O • 0 € W P 4 8 06 . QB. al : G7/. 77 % nl sq .rs 538.5 5 p,,H/ o. y87 SITE PLAN 047-E: 6 -17-87 - RIVERSIDE VILLAGE, A CONDOMINIUM R.A. NO, 86 -,2/7 Dv N037 40 26 16Z SCALE: AS SHOWAI SHEET / OF /