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HomeMy WebLinkAboutHarbour Ridge Ltd -43622t ST. LUCIE COl NTY PERMIT APPLICATION PERMIT NO. iwqz (CODE $k ) SEWAGE PERMIT NO. Treatment Plant APPLICATION FOR PERMIT TO CONSTRUCT Single Family Unit -Patio Home -Abaco 3 Bedroom 2% Bath JOB LOCATION/ADDRESS: 13265 Harbour,Ridge Blvd., Palm City, FL 33490 LEGAL DESCRIPTION Harbour Ridge, Dewberry Village, Palm City, FL 33490, Plat V DRIVEWAY PERMIT ROAD IMPACT: DISTRICT S/D Harbour Ridge LOT Area G-3 BLOCK V _ UNIT TAX ID # 4426-000-0000-000/0 LOT SIZE/DIMENSIONS SET BACKS: FRONT 4 ZONE rB . L -�l%J� MAP # FLOOD UZONE ELEV _— _ SEC 26 TWP 37 RGE 40 ZONE 48.98' x 206.48' x 42.13' x 218.24' 48.50' SQ FT BUILDING: LIVING AREA — REAR _ 1,748 S.F. 71.68' SIDE GMPP EST COST $78, 660.00 10, SIDE 10, ACCESSORY 572 S.F. ARCHITECT: NAME Stene, Kunik Associates PHONE ADDRESS 185 NW Spanish River Blvd. CITY Boca Raton CONT CTOR: OWNER OF PROPERTY: STATE REG/CERT # CGC A08454 NAME J & N Construction CITY Palm Ci NAME _ ADDRESS CITY — Harbour Ridge, Ltd. 13500 N.W. Gilson Road Palm City STATE OF FLORIDA, COUNTY OF ST. LUCIE 305-395-6667 ST FL ZIP 33431 — COUNTY CERT # 8796 ADDRESS 13500 N.W. Gilson Road STATE FL ZIP 33490 PHONE 336-1160 STATE PHONE 336-1160 FL ZIP 33490 Before me, the undersigned authority, personally appeared John E. Moore who upon being duly sworn, deposes and says that the information cTlal"3_ ined in the foregoing application is true and correct. .%S�� JAIE. Moore Applicant Vice President I Sworn to and subscribed before me this t day of 19,7 t"CT4FEES RequiredA Yes ❑ No otary Public, fate of Florida at, Large Amt. Pd' Je0' be _ i p My Commission expires: �Date Pd S+ o Posted Bldg. Permit #43622 Dit-1CO FLORiDA DEPARTMENT OF REVENUE N. 7/87 APPLICATION'FOR CERTIFICATE OF OCCUPANCY I hereby certify that the property described below: Contract Identification Number Description of Property (Example: house, commercial building, road, bridge, etc.) .G!C'.A08494 Contractor's Certification 1 13265 Harbour Ridge Blvd. Issued by Department of Address of Improved Property Professional Regulations, If Applicable Palm City,., Florida 34990 _ _ _ _ _ _ _ _ _ _ _ _ - City State Zip Sales Tax Registration I is substantially completed and that we are registered for paying Sales and Use Tax with the Florida Department of Revenue. Name of Prime Contractor/General Manager J & N ConstructioA Inc, John Mooi Address 13500 N-,,,,TL...$.1; n Rnad City, State, Zip Palm C';r�r F1nrjAa 34990 Total Contract Materials $ Total Contract Labor - Total $ Signature of Prime Contractor/General Manager Date S' nature of County Official Date --------- --•-- -•... jj '•,3 i /f • 1A, ! tit • .ia �i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9 — RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS SOUTH 7 8 9 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9. An alternative 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 three stories must comply under Section 9 or 5. Additions to existing residential buildings must comply under Section 9 or 10. 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 AND ADDRESS: — BUILDER: PERMITTING OFFICE: CIRCLE CLIMATE ZONE: 7 8 9 PERMIT NO.: OWNER: JURISDICTION NO.: DETACHED NEW ADD. ATTACHED CHECK IF WORST F.—],IF MULTIFAMILY, CASE CALCULATION: L&2 NUMBER OF UNITS: GLASS AREA AND TYPE CLEAR TINT,FILM,SOIAR SCREEN CONDITIONED FLOOR AREA CEILING INSULATION SGL SGL UNDER ATTIC SGL ASSEMBLY NEW ❑ ADD. f 3 R = J�. OE R = [I].[] DBL DBL NET WALL AREA AND INSULATION CBBJS R= FRAME STEEL STUD R= LOG R= /R= DUCTS COOLING SYSTEM HEATING SYSTEM L HOT WATER SYSTEM IN UNCOND. SPACE LJ El ❑ NONE ❑ELECTRIC STRIP R HEAT PUMP El ELECTRIC El SOLAR R= F/A © ❑ ROOM ❑ NATURAL GAS ❑ ROOM/PTHP ❑ NATURAL GAS ❑ HEAT RECOVERY IN COND. ❑ PTAC ❑ OTHER FUELS ❑ NONE ❑ OTHER FUELS IJ DED. HEAT PUMP SPACE R �.� ©.� EF = . ❑ ©. SF/EF = E �,❑ SEER/EER = I COP/AFUE _ NUMBER OF BEDROOMS = INFILTRATION 2 —J G PRACTICE USED J s / - 3 r�o l ! l X 100 - 17 , L #1 ❑ #2 ❑ #3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS. In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates and specifications covered by his calculation are i compliance with the compliance with the Florida Energy Code. Before construction is completed, this Florida Energy Code. „� �' / �"�' building will be inspected for compliance in accordance with Section 553.908 F.S. OWNER/AGENT. it�s� BUILDING OFFICIAL: DATE: S 2`1- �� DATE: 9A I PRESCRIPTIVE MEASURES Must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. EXTERIOR & 904.1 MAXIMUM OF 0.5 CFM PER SQ. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE, v ADJACENT DOORS WOOD PANEL INSULATED OR GLASS DOORS ONLY. EXT. JOINTS & 904.1 TO BE CAULKED, GASKEfED, WEATHERSTRIPPED OR OTHERWISE SEALED. ✓ CRACKS 904.2 MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND WATER HEATERS STANDBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC), OR CUT-OFF GAS MUST BE PROVIDED. AN EXTERNAL ORBUILT-IN HEAT TRAP MUST BE PROVIDED. SWIMMING POOLS 904.3 SPAS & HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST v & SPAS HAVE A PUMP TIMER. GAS SPA & POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%. HOT WATER 904.4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL PIPES I BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG. ✓ HVAC DUCT 903.2 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS & LOCAL MECHANICAL CODES. DUCTS IN CONSTRUCTION 904.6 UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2 & JOINTS MUST BE SEALED. HVAC CONTROLS I 904.7 I SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. All CEILING INSUL. I 904.9 MINIMUM R-19. NIMER CALCULATIONS rn W a J BASE OR I GLASS % BASE � SUMMER AREA i SPM OR GLASS SINGLE OR DOUBLE I AS -BUILT AREA x SPM SPM, x SOF = . GLASS CLEAR TINT** CLEAR TINT" (98) SUM. PTS. N 64.5 65.2 60.2 54.9 NE 94.8 94.5 88.0 78.2 E 136.3 133.9 127.0 109.5 SE 146.2 143.0 1 135.0 116.1 S 135.6 132.5 124.2 107.7 SW 146.2 143.0 135.0 116.1 W 136.3 133.9 127.0 109.5 NW 94.8 94.5 88.0 78.2 H' 428.7 354.7 380.6 278.9 I COND. I TOTAL BASE I BASE ADJUSTED .15 x FLOOR T GLASS = ADJ. x GLASS GLASS COMPONENT I BASE SUM. BASE DESCRIPTION AREA PT. MULT. = SUMMER POINTS EXTERIOR 1.B a ADJACENT I10 3 v EXTERIOR 12.9 o ADJACENT 4.9 ) 0 J 'IUNDER ATTIC .8 OR SINGLE . .8 ASSEMBLY .g AS -BUILT GLASS 1 SUBTOTAL v COMPONENT DESCRIPTION SUM. PT. AS -BUILT AREA x MULT. = SUMMER 9C THRU 9G POINTS COOLING I BASE CSM x TOTAL BASE BASE _ COOLING TOTAL I AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT SYSTEM SUM. PTS. . POINTS AS -BUILT SUM. PTS. x DM x 9 CSM x 9 CCM = COOLING 9L POINTS 43 AS -BUILT HOT NUMBER I OF x BASE BASE NUMBEA AS -BUILT I AS -BUILT I AS -BUILT WATER BEDROOMS HWM = HOT WATER HOT WATER OF x HWM x HWCM = HOT WATER SYSTEM POINTS SYSTEM DESC, BEDROOMS 9M 9N POINTS 3319 H = Horizontal Glass (Skylights) For Shading Coefficient less than 0.83, see sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. -I.)- OR GLASS BASE BASE AREA SPM SUMMER ------------------------------------------- POINTS N -- 7 47.5 735 NE U 71.7 0 E 166 102.0 16,732 SE 76 104.1 7,912 S 203 90.9 iS,45= SW 0 104.1 0 W 67 102.0 6,S34 NW 0 71.7 ti ii 0 90.9 ( : COND TOTAL BASE BASE FLOOR f_3L 1SS ADJ GLASS AREA AREA FACTOR SUBTOTAL 1,773 519 0.51 50,465 AREA BASE BASE PT MULT SUMMER POINTS EXT WALL 955 1.0 955 ADJ WALL 165 0.7 116 `XT DOORS =2 9.9 21e " ADJ DOOR 19 =.2 61 CEILING 1,773 0.6 1,064 SLAB PER 210 - = i . 8 (6,675) INF ILT 1,773 10.9 19,326 TOTAL BASE SUMMER POINTS 40,920 COOLING SYSTEM BASE POINTS: 17,596 NUMBER BASE BASE BEDROOMS HWM HOT WATER PU T NTS OR GLASS BASE BASE AREA WPM WINTER ------------------------------------------------------ ------------------------------------------------------ POINTS F N 7 5.6 39 NE 0 3.5 0 E 166_ —5. 6 (9:30 ) SE 76 —11.4 (1,018) S 203 —14.0 (2,942) SLR) -- 0 —15. 4 0 W 67 —5. 6 (3,75) NW 0 =.5 0 H c_) —14. 0 i ) C0ND TOTAL BASE BASE ADJUSTED FLOOR GLASS ADJ GLASS GLASS AREA AREA FACTOR SUBTOTAL BASE WP 1,773 519 0.51 (5,126) (2,6E7) AREA BASE BASE PT MULT WINTER POINTS TEXT WALL 955 1 . 1 1,051 ADJ WALL 165 1.8 297 EXT DOORS 22 10.5 231 ADJ DOORS 19 7.6 144 CEILING 1,77=' 0.6 1,064 SLAB PER 210 —1 . 9 C399 ) INFILT 1,773. 4.1 7,269 TOTAL BASE WINTER POINTS 7,030 HEATING SYSTEM BASE POINTS 81015 BASE BASE BASE TOTAL COOLING HEATING HOT WAT BASE POINTS POINTS POINTS POINTS 17,596 S,015 10,581 16,191 OR GLASS MOLT. MULT. AS BUILT AREA SPM SOF GLASS f-r. SUM OTS v NE 0 76. 6 1.00 0 0 J ` E 95 107.1 1.00 10,175 SE 76 110.3 0.55 4,611 S 64 98.3 1.00 0 6,291 SW 0 110.3 1.00 0 W 27 107.1 0.52 1,504 NW C) 76.6 1.00 0 N 0 51.S 1.00 0 N l) 51.5 1. oo 0 _N 0 51.5 1.00 0 N 0 51.5 1.00 0 N f) 51.5 1.00 0 NE 0 76.6 1.0o 0 NE 76.6 C) E = 6 107.1 0. 78 3, 007 E 12 107.1 ).92 1,132 E 23 107.1 0.37 81' E 0 i s i7. 1 1. 00 0 E C) 107. 1 1.00 0 0 SE 0 110.31 1.()() 0 SE 110.3 C) S 15 93.3 0.87 1 , 23:7 S 76 99.= 0.39 2,914 S 43 98.3 0 . _ 2 1 , 510 S 0 98.7. 1. 00 C) S 0 98.3 1.00 0 SW t) 110.3 1.00 c) SW 110.3, �) W 40 107.1 0.92 =,-,94-1 Vj i) 107. 1 1. 00 0 W 0 107.1 1.00 o 14 C) 107.1 1.00 0 (2i C ) 107.1 1.00 0 11aW 0 76.6 1.00 0 NW 76.6 0 AS -BUILT GLASS SUBTOTAL: 371529 519 AREA BASE BASE PT MULL" SUMMER ---------------------------------------- POINTS EXT WALL 955 0.8 764 AL'J WALL 165 0.7 116 EXT DOORS 22 9.1 200 ADJ DOORS 19 2.9 55 CEILING 1,773 1.1 1,950 SLAB PER 210 -31.9 (6,699) --T; _r 1 177 i - h ?n iUIHL r1�-t u1LI UI'I r'I �: .'�tJ, _u_, ` TOTAL DM CSM CCM A-B COOL A-BSP (9H) (9K) (9L) POINTS ---------------------------------------------------- 58 , 03 1.14 0.34 1.00 22 , 629 NUMBER HWM HWCM AS -BUILT HOT WATER BEDROOMS (9M)_ (9N) POINTS --------------- ---------- ---------------------------- 3,527 0; 5 3,703 -------- - ------------------------------------------ ---------------------------------------------------- OR GLASS MULT. MULT. AS BUILT AREA WPM WOF• GLASS S/T WIN PTS N 7 9.6 1.10 74 NE i) 7.3 1. 00 0 E 95 -2. 0 1. 00 (190 ) BE 76 -9. 7 0.39 (288 ) 64 -10.2 1.00 (653) SW 0 -9. 7 1. 00 i ) W 27 -2.0 -2.03 110 NW 0 7. ? 1. 00 0 H i t -28. 0 0 N 0 9.6 1.00 i) N c i 9.6 1. 00 0 N V - 9. 6 1. trig 0 N it 9.6 1.00 0 N r) 9.6 1.00 C) NE c i 7.3 1.00 I_r NE 0 7.3 0 E 36 -2.0 -0 . _0 14 E 12 -2.0 0.57 (14) E 2'= -2.0 -4.06 187 E 0 -2.0 1.00 i0 c_r E 0 -2.0 1.00 0 BE 0 -9. 7 1.00 i) BE 0 -9. 7 0 S 15 -10.2 0.92 (141) S 76 -10.2 -0. 1::. 101 S 48 -10.2 -0. 70 ?43 S 0 -10.2 1.00 i) S it -10.2 1.00 0 SW i t -9. 7 1.00 9 SW 0 -9. 7 i i W 40 -2.0 0.57 (46 ) W i t -2.0 1.00 0 W ci -2.0 1.00 W iy -2.0 1.1)iD 0 W 0 -2.0 1.00 i t NW 0 7.3 1.00 i ) NW 0 7.3 0 PT MULT WINTER POINTS ------------------------------------ EXT WALL 955 2.3 2,197 ADJ WALL .165 1.8 297 EXT DOORS 22 9.5 209 ADJ DOORS 19 6.9 131 CEILING 1,773 1. 1,773 SLAB PER 210 2.5 525 INFILT 1,773 6.2 10,99' TOTAL AS -BUILT WIN PTS: 15,622- TOTAL DM HSM HCM A-B HEAT A-BWP ------------------------------------------------ (9H) (9I) (9J) POINTS 15, 622 1.14 0.50 1.00 8,005 AS -BUILT AS -BUILT AS -BUILT TOTAL COOLING HEATING HOT WATER AS -BUILT POINTS POINTS POINTS POINTS 22 , 629 8,905 3,703 35,237 CALCULATED E.P.I. 97..36 WIN i ER CALCULATIONS COMPONENT BASE WIN. BASE DESCRIPTION AREA x PT. MOLT. WINTERPOINTS EXTERIOR ,3 a ADJACENT .5 3: 1 EXTERIOR 3.8 o ADJACENT I2.5 0 UNDER ATTIC OR SINGLE ASSEMBLY 1 I 1 1 TOTAL TOTAL BASE HEATING BASE HSM x BASE = HEATING SYSTEM I WIN.PTS. POINTS 1.14 BASE BASE BASE TOTAL COOLING + HEATING + HOT WATER = BASE a POINTS POINTS POINTS POINTS t- From P.2 From P.2 Enter on P.1 CLIMATE ZONES 7 8 9 DOUBLE AS -BUILT ®�®WIN. PTS. �®®aa AS -BUILT GLASS SUBTOTAL COMPONENT DESCRIPTION WIN. PT. I AS -BUILT AREA x MULT. = WINTER 9C THRU 9G POINTS TOTAL COMPONENT AS -BUILT WINTER POINTS I TOTAL AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT x DM x HSM x HCM WIN. PTS. 9H 91 9J AS -BUILT = HEATING POINTS AS -BUILT COOLING POINTS From P.2 AS -BUILT AS -BUILT + HEATING + HOT WATER POINTS POINTS From P.2 TOTAL = AS -BUILT POINTS Enter on P.1 H = Horizontal Glass (Skylights) For Shading Coefficient less than 0.83., see sec. 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. -4- 91 HEATING SYSTEM MULTIPLIERS (HSM) CLIMATE Z )NES-7 3 9 ' s s SYSTEM TYPE HEATING SYSTEM MULTIPLIERS COP 2.5-2.69 2.7-2.89 2.9.3.09 3.1-3.29 3.3-3.49 3.5-3.69 Heat Pump HSM .53 .49 .46 .43 .40 .38 .36 Electric Strip HSM 1.0 Gas & Other Fuels HSM 1.0 See Table 9J for Credit Multipliers) PTHP & Room Units HSM HSM for COP 2.2 - 2.49 = .63. See above for COP 2.49. Minimums: Central Units 2.5 COP. PTHP & Room Units 2.2 COP. COP means Coefficient of Performance. 9J HEATING CREDIT MULTIPLIERS (HCM) SYSTEM TYPE HEATING SYSTEM MULTIPLIERS Multizone HCM .90 Natural Gas AFUE .60 - .64 .65 - .69 .70 - .74 .75 - .79 .80 - .84 .85 - .89 .90-Up HCM .41 .38 .35 .33 .31 .29 .27 Other Fuels HCM .63 .58 .54 .51 .48 .45 .42 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. 9K COOLING SYSTEM MULTIPLIERS (CSM) - SYSTEM TYPE COOLING SYSTEM MULTIPLIERS SEER 7.8" 8.0- 8.5• 9.0- 9.5• 10.0- 10.5- 11.0. 11.5- 12.0- Central Units - 7.9 8.4 8.9 9.4 9.9 10.4 10.9 11.4 11.9 & U CSM .44 .43 .40 .38 .36 .34 .32 .31 .30 .28 PTAC & Room Unit CSM CSM for EER 7.5 - 7.7 = .46. For EER's>7.7 use multipliers above. Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER, and over 13,000 BTU/H 7.0 EER. SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS Ceilin Fans CCM A Multizone CCM .90 Cross Ventilation or Whole House Fan Credit for only one CCM .95 Where more than one credit is claimed, multiply CCM's together. Enter oroduct on paqe 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric Resistance EF. .80 - .81 .82 - .83 .84 - .85 .86 - .87 .88 - .90 .91 - _93 .94 - .96 .97 & UP HWM 3650 3561 3476 3395 3318 3208 3106 . 3010 EF .48 - .49 .50 - .51 .52 - .53 .54 - .55 .56 - .57 .58 - .59 .60 - .61 .62 & Uo Natural Gas HWM 1495 1435 1380 1329 1282 1237 1196 1158 Other Fuels HWM 2312 2220 2135 2056 1982 1914 1850 1790 Water heaters must comoly with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) SYSTEM TYP HOT WATER CREDIT MULTIPLIERS SF .1 .2 .3' .4 .5 .6 7 .8 .9 1.0 Solar Water Heater HWCM .9 .8 .7 .5 .4 .3 .2 .1 .0 With Air -conditioner Heat Pump Heat Recovery Unit HWCM .62 .58 Dedicated Heat Pump EF 2.0 - 2.49 2.5 - 2.99 3.0 - 3.49 3.5 & U HWCM .44 .35 .29 .25 A HWM must be used in conjunction with all HWCM. See Table 9M. SF means Solar Fraction. EF means Energy Factor. 9P INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST (See Section 903.2(f)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHEC PRACTICE #1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE #2 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: Exterior Walls and Floors Too Plate oenetrations sealed. Infiltration barrier installed. Sole late/floor 'oint caulked or sealed. Exterior Walls & Ceilings Penetrations 'oints and cracks on interior surface caulked sealed and gasketed. Ductwork Ductwork in unconditioned s ace must be sealed. Fireplaces Eauipoed with outside combustion air, doors and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2 . PRACTICE #3 COMPLY WITH PRACTICES #1 AND a2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Too olate penetrations sealed or 'oints & cracks on interior walls caulked sealed or gasketed. Recessed Lights Sealed from conditioned space & insulated from ventilated attics aces. Ductwork All ductwork located in conditioned space. Combustion Appliances Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust b-oroducts to outside. Stoves see 903.2(f). 1, -6- A F 41775A It, go I° ..SITE PLAN FOR HARBOUR RIDGE, LTD. LEGAL DESCRIPTION: UNIT 4 TRACT G-3, HARBOUR RIDGE PLAT 1:0. 5, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 2S , PAGES 39 -39B , ST. LUCIE COUNTY, FLORIDA. �o�F coU,�sE A136 °/G "S7!✓ I 0 j MODEL QBQ O FINISIIED FLOOR 15, DD ELEVATIONS SHOWN TIIUSLY K /2.O REFER TO N.G.V.D. 1929. NOTE: ADDRESS: /3Z(ag IIARBOUR RIDGE BLVD., PORT ST. LUCIE, FLORIDA 33452 SKETCII NOT A SURVEY REV: MOCK, ROOS & ASSOCIATES, INC. SCALE: FIELD. ENGINEERS • SURVEYORS • PLANNERS Prepared for DATE: SZ/-BJ DRAWN: tifQB, 1 m WEST PALM BEACH, FLORIDA HARBOUR RIDGE, LTD. P.A. NO:86-155 APPROVED: SVII DR. NO: A-/¢/t¢ DEWBERRY VILLAGE 5 «fw I PATIO y NOTE U7 • , _` - • a 1 � 1 ` R � �• f ./O • �W � � Illf��+��� .r,�• .1 �F✓I'� €- `' � 1 �•St ,: e, .{�' /y�1 !M� +S ��,j� l J r fe. HARBOUR RI 2� ^� TO -s ITT,�-- L-fkr-ov T` G lt' ?� \ rj .. - 3 : _, r' t_Is. c'� . PROJECT NUMBER: V U\. J t'�% ,� C% '""..a DATE/REVISION: F , 4F40yk r TV OvVM+r -Gam, T1-Hs ✓A 20-r ,-' - 51 Fev T--� � �12 ,r 'f�+°�`-+ '�� orJ�� Pig, p�,� c���t-� . _._- . - _ _.__- _ • _ -� tz c3vtr �Ek�r-►Tot` t µme.: .Q 'LOCATION MAPN T6 _ _ .�soya v Pia _4 F 4N o la ,O 2 8 lop F Alro L1 '20 - o ' 7.0 : a : : v- ti . MA A .. � ....::: � ... .... .... .... ... 1. _..... : . : it : • ,•. — �:: ,.u• : 0 r>: *sew, ? 1 :\t t is ti 1 t a,- ^hr 1. •,1t1 r .t 4' N Y ., .. - ...... ...,. ., .. ..-: :• -.,, ",,, y 1. , r 1. a, lit y ::.. v x 4 I 1 y rf: Y - c • t • ,,t•. .•a ••S t D{r r t 'L 1 L'h L•y,"s.. { r s 1 , ... ., , . r... .. .. .. ... O I A e O t �•i .r r � ,T r n •r y� a 1 7 ;4 w •N - �+'� i t1 I " .s1 r • 2• m , . t Q i 1 max_ �► �: ..........::.. j ,j L�.• 0 w I �t �.4 l i : L 1' n .. ; i , , i / 7 :r i L 2. 7 i : ...............:... , - i :.:. LOP- or - HA I L 06X -A-4 Trp �, gyp- t UN a ITE PLAI row y � / AL DE$CRIPTION ' 400 - v it f 1 II \ �t�,•►v� r�s. ��>� �F � TRACT G-.3 , PLAT 1 . 5 ItHARBOUR RIDGE _, ._ �. ,. • ,. ^ — �� ST. LUCIE COUNTY,- FRIBA _"'�-------�- --A , - (SF4E ATTACEL? SURVEY) I� V. Et W/ AY. ,-1•'r,•r `r--'•'-+.^•'. _.,,. ., ,.+,..�,,,.,..�•.•.. ...,..,»..,, it y-'r e3�',,:,, `� D- Ho- `I _ _ it L L TIINN 5 1, 11 `1 ATA TABULATION AREA G-3, DEWBERRY VILLAGE HARBOUR RIDGE ITEM PROPOSED EXISTING BUILDING TYPE DETACHED "PATIO" "GARDEN" APARTMENTS HOMES FLOOR AREA ELEUTHERA 1,533 S.F. 1,900 S.F. +-108 ABACO 1,748 S.F. NO. UNITS 18 B4 MINIMUM SETBACKS F=25' S=20' R=20' F=25' S=25' R=25' BUILDING SEP.=IO' BUILDING SEP.=40' ACREAGE 3.9875 3.9875 DENSITY 4.51 DU. 6.01 DU. PARKING 2/UNIT GARAGED 1.75/1.0 8 GUEST SPACES DRAWING TITLE: DATE: 5- Z'l DRAWN: CHECKED: APPROVED: SCALE: III = S�aJ-ol1 ASSOCIATES: e COLUMN SCHEDULE - 8" X 16" (A-0) CONC. BLOCK, 2 FULLY GROUTED BLOCK COL. FELLS W/1-1115 VERT. IN EACH CELL @ 16'- 0" O.C. MAX & 6'-0" FROM CORNERS MAX. 8" X 8" 1-i 4 VERT. @ 9 6" O.C.AND @ CORNERS IN BLOCK COL. WALLS 5'-0" ABOVE GRADE OR LESS. 1-#5 VERT. @ 48" O.C. AND IF CORNERS IN WALLS 6`-0* GRADE OR LESS. TS 3 1/2" X BASE PLATE 5/8" X 8" X 8" STEEL W/4- 3 112" X 1/4" 5/8" A.B. PROVIDE STEEL CAP PL., STL. SADDLE, AS NOTED ON PLAN. C-4 8" X 12" 4-15 VERT. W/i3 TIES @ 8" O.C. CONCRETE COL. t=-s 16" DIAMETER 5-@5 VERT.W/#3 TIES @12" O.C. CONCRETE COL. �*•o �raN� irJ -'�"' drJ c ,-Nc, t L, v . Fit-1. hl,p•?j ��-, a •��/��!, leD�riC� 2j1 �"�G. ��PS G�- �I'' �O.G • e A0J WAL 1, FOUNDATION MOTES 1. FLOOR SLAB SHALT, BE 4" THICK POURED CONCRETE SLAB WITH 6 X 6 10/10 WWF ON 4 MIL VISQUEEN VAPOR BARRIER, ON WELL -TAMPED i SANK FILL (VIBRO-COMPACTED; SEE NOTES BELOW). 2. CONCRETE SHALL CONFORM TO ACI 302 AND SHALL HAVE 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS., MAXIMUM SLUMP 5". 3. REINFORCING STEEL SHALL BE ASTM 615, GRADE 60, AND HAVE THE FOLLOWING CONCRETE COVER: BOTTOM 3", TOP 2", SIDES 2". _Q 4. ALL FOOTINGS SHALL BEAR ON SOIL PREPARED AS IN NOTE #5 BELOW 5. SOIL PREPARATION AND COMPACTION SHALL BE DONE AS FOLLOWS A. STRIP ONE FOOT OF SOIL THREE (3) FEET PAST EXTERIOR BUILDING LINES. ALL DELETERIOUS MATERIALS MUST BE COMPLETELY E REMOVED. B. COMPACT BOTTOM OR EXCAVATION WITH MEDIUM DUTY VIBRATORY ROLLER. C. CHECK DENSITY OF EXISTING SOIL'TO ENSURE MINIMUM I DENSITY OF 95% OF MODIFIED PROCTOR HAS BEEN REACHED FOR ADEPTH OF TWO ( 2) FEET BELOW COMPACTED SURFACE BEFORE' ADDING FILL. ' D. AFTER EXISTING GROUND REACHES MINIMUM DENSITY OF 95%," FILL SHALL BE PLACED IN SIX (6) INCH LIFTS AND COMPAC*nM TO ACHIEVE APPROVED DENSITY BEFORE NEXT LIFT _ IS ADDED. E. FILL SHALL BE CLEAN SAND, FREE FROM DELETERIOUS MATERIAL AND WELL GRADED. F. VERIPICATION OF TEST FOR MODIFIED PROCTOR ASTM D1557 I i rr SHALL BE FILED WITH BUILDING OFFICIAL. I G. FOOTINGS HAVE BEEN DESIGNED FOR 2,000 PSF-SOIL BEARING CAPACITY. CONTRACTOR SHALL VERIFY, IN WRITING, PRIOR TO DOING ANY WORK. H. TERMITETREAT SOIL AS PER 5(rfP`I- j t + i — i 1 �{ 2 t 1 S 1 � 3 •< sl t 1ST p P.rl, r rl, j x t r FOOTING J, FOOTING S + I o F11 � !� 4 ►�-� I I 2�1 F� ' F4 I FOOTING} F0�3Tf�1Gif • + F - A ram!I� A•� ail il- lDl I', a 9,1 SI PAU- I .3/,A 2,, 2 ■■ - icri I 1 �� • je ­4 G3 18 S i - ' ctm, t�pljl - I k \ I FOOTING FC! FOOTING F� 1- l _ i �� _ #F 4p'(I �7 v i I ; ct" t 1 �- --- -_ I r THICKENED THICKENED i � —� EDGE EDGE �, + i �it / GO -02p, b-J/ , LANAI p21-I�G� LI41rL , t . G, r='. p �� .4 F F ('(-+'P� � F� �7�- A�G-I• . i�.hNs �'�2 t,�-�, s'4 F�r4r I all THICKENED- THICKENED _ - - 1 ° _EDGE El EDGE -fl r� FOU-MATION' _D­ 'ALS p I s I N� 1 II fl FI 1 " 3 tip- _ ■ 1 l F. I a =- -(� 1 - .2 r- --� i a,. .: DE MWWIBERRY VILLAGE'', PATIO HOMES AT: HARBOUR RIDGE t PROJECT NUMBER. 8664 DATE/REVI,SIIyON: ► 4 F,. DRAWING TITLE: r w pt DATE: 5 - Z 1 N, DRAWN: Is }::z___r CHECKED: APPROVED: l_ SCALE: /4 ASSOCIATES: GENERAL NOTES 3 1. CONSTRUCTION SHALL "FOLLOW "STANDARD BUILDING CODE", AS ADOPTED BY THE COUNTY AS APPLICABLE AND ALL APPLICABLE AMENDMENTS. 2. BUILDER SHALL COS -ORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER SHALL. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE DRAWINGS. 4. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF_ WITH THE I GOVERNING CODE, ITS' ENTIRETY, AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY BE SPECIFICALLY ADDRESSEDON THE PLANS AND NOTES. 6. THE BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS > - ,,': iy° i ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF'THE BUILDING'OFFICIAL, WILL BE SUBMITTED TO THE'BUILDING OFFICIAL. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. CABINET SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 9. WINDOW AND DOOR SUPPLIER TO PROVIDE SHOP DRAWINGS TO THE BUILDER. 10. ALL WINDOWS AND DOORS .SHALL BE CAULKED AND WEATHER STRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE FLORIDA STATE ENERGY CODE SECTION 502.4.' 1 11. ALL CONCRETE BEAMS SHALL BE 3,000 PSI CONCRETE. 12. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR ROOF TRUSS DESIGN FOR APPROVAL INCLUDING ONE (1) COPY FOR ARCHITECT'S REVIEW PRIOR 3 TO FABRICATION. 13., TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHUS AND MISCELLANEOUS EQUIPMENT. CO-ORDINATE LOCATIONS WITH CONTRACTOR PRIOR TO FABRICATION AND INDICATE ON TRUSS DRAWINGS. 14. ARCHITECT ACCEPTS NO RESPONSIBILITY FOR STRUCTURAL BEAMS, COLUMNS AND FOOTINGS UNTIL REVIEW OF APPROVED TRUSS DRAWINGS, SIGNED•AND SEALED BY A FLORIDA REGISTERED ENGINEER. 15. PROVIDE GROUTED CELL AT BEARING POINT OF EACH GIRDER TRUSS.' -t17 ------------ EWEl" DERRY-VILLk = --- . '-PATIO HOES W1� \I T I I•. r , � V��60 >' T� 1 o i • All I ° �� o ! 9�. ►o ��- �.► HRBOt�R RIDGE • III - h j 1` A''j,d ; t31'L_. , $ L\,lfi II I I - I b x+ gr�► �V 2 t� 5 f' F3 F v r PRO � JECT NUMBER. d z I 3 r�}"Q1 f4, G Cr�iLE�IE W e A -IL`►' t { Ukff 4i♦AT'ar-4elr $664 , rrll� rI _-i- � _ I f--- - # "a' 17 ty, PLUMBING R1$E ; DATE/REVISION: ttA GRA , DiM -- I � Art-W izF,� F 5 � 00 I , 'n /N T'') iIf _` i I / /18 /o P12 , R.r� /♦ G.O,c� 13 .IG. i - Alm\� rV9 i FIxTic:' y I LEGEND 1. SINK. W/GARBAGE DISPOSAL. \ , , ! 2. DISHWASHER. \ \ 3. RANG£/OVEN/MICRO. UNIT a� ' i ;. REFRIGERATOR. F r LIVING ROOM \ j® I i 5. WASHER SPACE WITH HOT b COLD WATEid HOOK-UP.,• • Af-" 1. I t ( _ CENTERED TO ALLOW "'SWITCH WAL41 I _ OF POSITION WjCAHINET I T4� ` � F ABOVE. Ll� "•� q i11FlXI , ++ 6. DRYER SPACE WITH V EXHAUST X S ENT HOOK-UP W/CASZNET: ....:• I8 I ABOVE. C - _ - _ I I(o 7. PANTRY WITH SHELVES. �0 cV II f0`tl )2x12 41, tl� 1L) �`l I iz . +� ! ! Z"O 17 e 8. TRASH COMPACTOR. 51 _Sri d ELECTRIC WATER HEATER., I 102 14. A/C COMPRESSOR W/DISC• DEDICATED HEAT PUMP UNIT OVER ELECTRIC WATER' HEATER, PROVIDE FRAMED -PLYWOOD PLATFORM. 12. MEDICINE CABINET'. 13. RECESSED CONCRETE SHOWER W ITH CERAMIC TILE'. ; BASE AND PREMOLDEO SHOWER LINING WITH CAiil1X i 1 _ c 1 C7 I i PROVIDE TEMPERED GLASS j S SHOWER ENCLOSURE. Tt 30 X 60PREMOLDED TUB/SHOWER UNIT WIT'Hf BUILT' k3iGIt (LIR, t� LA _., jI�P In . Owl ' o SOAP DISH A�+ID CADDY PROVIDE TEMPERED -- . GL#i SfiibiiER' • � x - .:� ,ICY 5 ENCLOSURE. � STUD WALL FOR PLUMBING CHASE. o -- QI%G,.In {rt - 1X E)(�. �.g�/• ( 15. 2 X bx ' '4 X 1 _ /� q`9 �rT JbN►J� iu� CIIIIII 2�� 16. WARDROBE WITH VINYL COATED WIRE SHELVING. n ' 17. TOWEL BAR - PLASTIC MARBLE W/LUCITE ROD24" . ' �1`� i LONG UNLESS NOTED OTHERWISE. - , i � ------ - CpCL7ir-i�( 16. 22" X 36 ATTIC ACCESS PANEL. PRC3VIf7E IMIGH f S `♦6I �j,l, w I WITH PULL CORD IN CEILING. ; - - -- :-- Jr- O p yyf li p$ II M+u� _' I 19. DRYWALL PLANT SHELF. - BOTTOM @ 7'-0" b TOP $'- r 1 t �p)1� AI 0" (UNLESS OTHERWISE Nf}TED) •�� I '3' C�/C+'# btol Mf1UiCj MOULDED PLASTIC SEAT $ SHOWER (SERE IbiTEIA}R t- i _, SREA ELEVATIONS : - _ f: LA.-( 6r.1, LT •JTv re�,oF I ; N Q • , ". COUNTER TOP BASIN AND SPLASH �r7E tza,/1:Gib 'lyt ��1/Al� ' , 2I . PRE -MOULDED _� i HEIGHT MIRROR ABOVE AND CABINET BELt7il #SSE €N"I`. l7(i ram• 2,-:- T�`'L� (� Q �✓t •- " 1 .. dl,.,{C/<.. ffalZ N( ELEVATION) - � _e, -,� ---�- T I .�'-rr�tia� '-mow y � x 22. INSULATED PARTITION. R-11 BATT. ill 2'} i t" ' 7, --� - I 23. RAISED COUNTERTOP @ 47" A.F.F. - I ( 24. DROPPED GYPSUM WALLBOARD SOFFIT @ 7'-0" A,. F.F. 25. FIREPLACE: MODEL 1RD-3300 W/TiRMINATION_ CAP' THRtj z� l = FLOW CHIMNEY SYSTEM AS MAI?IUFAC'fU1iED 1RY $tFPSi4I4� - * ! d `i FIREPLACE CO., 'FULLERTON, CIA. W/FLUSH T1LE HtAlkTN ( _ z _1 (SEE DETAILS). OPTIONAL. I G _ �✓i 26. 36HIGH COUNTER TOP W/CABINE'TS ABOVE AND 5FLOW 'CSC ,4,(D L •� ( ' O -N (11 s r ( \ _ i EXCEPT LAVS @ 34" I I `� } I Z 27. 22" X 54" P ULL DOWN STAIRS WITH LIGHT. WITp @ULL `s 1- CORD IN ATTIC. 'FILE FLOORING - RING E --- ✓� _ U�j Ij ! " , f 29. BUILT IN WITH 5 SHELVES.AL f €' +++►►► 30 SECTIONS) DROPPED SOFFIT STUCCO ON METAL LATH(SI? I I S�Y!i) :��f'� 1-)EJ�TF•i�D '(� � %; _ �,�' r,�+ � 1 � � Q +r: \ ~` . " 401-paiDr+-IIC ree F I aV I qj Y Q Iif�Pt'ED SoFFi'( \ - 31. 36" HIGH COUNTERTOP WITH BAR SINK AND SHI1. k Q I ABOVE. (OPTIONAL). , J L �s E�L�/iEtl01 ts) ; QI 4= �,/rCsE>✓ a - ' (�v n 32. DECORATIVE 12 DIAMETER COLUMN (ARCH TO ISrECTI 33. CONC. WALK ON GRAVE. I - P i I Y 34. 35. A.H•U. I19 ATTIC W/DISC. } HEMATIC R - = �.� IAN_:A \$ ? I, 36. JACUZI_ :., 1# 1 1 4 1 rr fllf p, r n ! kM.: D PUMP WIDZSC.. OPTIONAL. I q �j�l q�Ip il,� Q 37. POOL EQUIPMENT W/DISC. OPT304,L. ; 38. WOOD FENCE (SEE ELEVATION' , 61 �J)1 lU 39. LINEN WITH FIVE (5) SHELVES.` ' Z , ' •' _ - - °� � of I � , --t--- _____ -- I 40. CENTRAL VACUUM W/DISC. (OPTIONALI. - - _ j •T ! �,... ' ) _ _ ,_�N :� ,I �r _. .. _, soli'S�m .3 'O 1>11 T_ L J _� 1 I ; , I ! I =' i �`� ' N err - • +-�►v. ► .r F , a -- _Pr Q ps,�.(cr•� LOW i � 1� _ �F "' _ --�- _ ' - � -`- -- -� � *- "c�1 b tzo Pp r� p �'- oI"`I� �-r�1 p (�+� f�� • 7TW,:"�AC-, ' r''lt�♦ GI' � _�_ fir# ( t ! I I T- ,I, ..�.. ; _ 12-01_cq'-8 j DRAWING TITLE: FLOOR PLAN, DATE: • 2'1- g�, 4 DRAWN: S• k x -j cy I r _ , I I ®r 04 AP CHECKED: I / - APPROVED: LA I j ' ( �° SCALE: AS f4"7150 s 2 GAiAC j ASSOCIATES: ! i I • i I _ , l �1 n j I - i S �1--j' CAN`V ATION 4 j� _ i V _ � � � I { r iI CONDITIONED FLOOR 1,748 GROSS souAkE re-, `t ; 1 COVERED PORCH _ I 132 GROSS SQUARE ft' �- I r _ GAR)IGF. , 440 r 'lit Am I I i . :. f fi 62 K f 4! '' ! 4 ` t Imo- 24 y 5. AL 0, F • x r MO, _ �. FVP 'v m 'ir Y 'T .... ... . .. �4 "I"iiI,`ii�_71`1� ji� "'t ? 0 t& Mt,16;_,;� M P 5- A_ 3 T 4 'i� Z-v t�di' ii, o*,, 4�.' "A I MKI _'W", i" 4 "o, ta % SAM �4 0 1 5_1 "M %W f M ,t,, 7­� piot, �Kii,`�, M.'),04tv, le, 7 Mk l�_ 7,451'7' :;- "', - - � I % 7` T P w "1,1k g, :,Z & "ti: �v 'W f '4 ­v­ lp AI q, W, 'M4 �Z "N' M - ?14ili 1 _� �� " ,e, �� r 44_9- , ­­­­ 1 � , - UN 7,0_T,­`f N '-w- P, AWWAN-Emir 7, Zt_ ­ � , - , I *�'I_l� I ". - 1, , i, 1-1� I 1 11.1. 0 , - I -- ��` �', - I . 1 '0 I I i I , , lf A� g� M &X g 710 �A, "k A E EXTERIOR W i hr, Z)HALL BE THW iL " ': A" fn i W !K WITH BUILDER. AN A U I R E D B Y LOAD M", 0, W. RM ow- 7; A, R J� I A �17 A Tl , " it .1 _:;I1 I I I I'l, ' '7 �q_ ­igp - I - ,,, � 1,'zc�-I �-", "" , r,p , -, - I", I I r v , , , , SHOWN PE f-Z 4" 'A j 4 T �1, 4it" lie, P. w, Mit M -M kl, 4 At'! , , "TY. �,Ii, , Z'l g, w A`k 0111A 0, 1 Ilk i4 E "V;M '13e lulls, M, X it, kR A -7- F"I'MI 1;111� % wzli -T, -d z MJ� ", NI m P7 tl A KIM" T. Al dI,11- W, 'vN MW, 41, W;M I r N_ V Ytr" 4 t"4 lil?l_ _%:Z. 4i",- �J, 5� -A 3W, N, & i 1 1, ." I i I � ;1 1 , " "l , ­bM R n; � JS '14 A� IW_ FF,- W"n Xw­_�_z . .. . ....... 171A 4 4 �c "90 1 -N 4 how Y T 4, V W ix "'M J4 -4 p6g," w 4k ill% W, jr, A MA 4 V4 p;" �-g "K, _4 A 7 % 4� 2, 4� 0 ON 0 ! M �r . , 11 g 45 mom, gram ,lA "i I, w "lipt, 11" y ;A j A� L '14 jj� I% 41� Y A', 11"FRIM h, M A_4�1,1; A IN % , !ih �,A q-', �W, A', tv I� xw 100 0 RD", 1 .4, fl, �P�Wt ""c 7;t, ti w .0 R-l-, , 4t. T, 411 vp *F ft`41 Wv , �!v mg p 7,1 41 141461,��` 4�- Z_­ ge Mi7k _6 l4-, 1 ii: ' - i �V, IVI Z�i l7 girt, u 4K, gztg ;I �,�,w A If IMP, Ski i,-"* WN, 2Z a "Mr s. -J. i�"L,.,:`ti��!,iji,�,-­ ­ '.' , - -, , I I - I , I P, J: �qi,N ji" 27 -Y 7- iki 1141 , F' 1A A 5 vP , - I I - � ", " - , , t , ", , t -1,11- 2fv,; 15.1;! M it 0t, '.721. I6-,­e� l�, % Xji iie­w v All "z,'_-, '-W It, W'k A 4 Zg'A Kl� P -5. NIIIIIi, t, _1; -al �,N V,-11,,R,,'��,Ii �_ , pl' A_­%'_�"i -gn 024; A11- 1 1, W,_ "*c yg-', IN p -W 0.7 9? , M 4 4 4� T� T, t5t, ­ v PW T_ - a ,� " NO r , , , 4�, Xv I , , " �f _., , " i! qkMll N" 14 M. - Il3 �11%­ - M, P ,ih INli I, M V W 3 v ji N W it, - i, � - "" , - 3 A I M A- j WN" ,7 ­A1, "i" Alk" -in _"N P., I t'L 'A T W 0a 'A 4yi, Y5 ir- I'M �xr W11- t�B _k 1 001 41 ""A ;M"", s" .51 a m ? i"A" g- "i"'i 'it_ _i�, AM Tit,- i7- A� N, It, 7,� ,j 6. -1 , - oti 4�, _ " I -, "' _; "t , - , e , A,-­l+-4i1,�M,,I: , "I ,'­�-,­,�� -, " "; _ , I -, , , "I , k: ft W-Ow- .0, 4, lit 4 -W, g4 P X Z J'It,�, 'o, JI tA ak A 0T. 1- Z _J *-AW".' Nrl M, n, 7`liql fo,x zi- OR', A3, V 7T, P" 70 4t, qv 'i", Sit, wz N", fit tt % f -3, 4, W Not 4 'A i,f 3 4j, y, -tt ­�P`C Y i tj, `kS Vii", ZIA 41, qII.r J, it, 4 I;tiA, -Mw 4 Te ti - 41" tI, M, m it ?q- ti, c 0" 1 - , " 1, ­2­1,1,��l 1, , , M�,��',,,�`e.��::, � q,:: . ­:�� 1 1. '. - -it'.,-, 1 4, ------ �te Ip �A, v W?� A tit, il� S % ­�K f 4 t 4W, tw it -V itzr j_ A- 4 v m 04 lt"7ii2 Nf V,;� 3 i'y� -, � ,� � � M & ,im "0 5 _J, ft R, W g, wn- tl, 4V P V :', 14 -a- i", '7, Zl>i It, A A 'C' Z. �7777777 ti Ir iK �ggly, ti iyi. f 4 A lit I j Aw J, A, :;t �ZD77� 6 N'I: g`!� , �! ww'A"r- -E 4 ­J6 V" ­ - M� '�,, � t-, M� F*- pot 4,11 4, [A pR + 4A 110, Ill -AT (T'tp) L*- T -tip f'2' 11-ti Ft. T r ':�'Lvm IV 41 C76 6 (.rylr) IL �4DETAIL PAS TIAL ELEVATION FlLow5Lmf4; v 6a A, DETAIL (e2FTlofJAL) 52 *411 ovq P/0- F;pu N7 6***� orh 0 DETAIL REAR ELE v 11 't 0 �4 10 T, PT'/ ALTERNATE SID 1/411 11,-,;, 11 n E ELEVATINi [ALTERNATE FRONT ELEVATION! 1 1 FRONT ELEVATION 6F pr� ,kT- -1, ml m- DIEWBERRY VILLAGE FATO ME HARBOUR RIDGE PROJECT NUMBER: 8664 DATE REVISION: A 1 O/Z-7& c' �pll vF-p- ol Lop la - P-w- eo.:06 �.pp, �- #-I,,* LEGEND I 2. tvxi-. STUCCO FINISH (PAINT). SMOOTH STUCCO FINISH AT BANDING TYPICAL (PAINT). 3. WOOD FACIA (STAIN). t HU"E 6. 7. CONCRE" TILE ROOF. 8. CHIMNEY TERMINATION (SEE DETAIL). 9. APPLIzo YnZpav (ot^2r4)- 10'. 11. COPPER ROOF. FINISH GRADE. 12. CBS PRIVACY WALL 13. CBS &C"W4 WALL. 14. ADJACENT WALL BEYOND. 15. WOOD PENCE (STAIN). 16. RAIN DIVERTER - PAINT TO MATCH ROOF. 17. BREAK METAL OVER TS 3-1j2*X3-1/2*X1/4'. k 18: 19 MATCH NG TRANSOM ABOVE DR TO 9'-0". 20. OPEN WOOeLk-fti-CE- (SEE DETAIL). 21. SCUPPER @ ROOF BEYOND. "THE- ABACuo" DRAWING TITLE: I I VAVOMPLAbl, DATE: r;' - 2-1- &(,o DRAWN: s, KEY CHECKED: APPROVED: - SCALE: A-5, HoTS0 ASSOCIATES: .11 " f _ WI7 Ids -�t� F�irfi (� A6 aaalo s. 114TERIOR, EQEYATIONS. I \/AtiL a(7 GLCw I _ t t G-aW F-FI j I = f LID / �\ 2x 21-.r�A .G Mtrs i _ A"� — rAy if i { 4 Z ` KITCHEN �' 2 KITCHEN' j _. C� l/�� G I�iIZRoT� ) T�i POT SHELF DETAIL r_ _ D1 at-( n X F- 2� Sttluo ota Fa'.T- gJce,} 1>alV-49 LAT4 11L& BJIHE --11Z, Mit4, To FL4.19 « tAF6t• � MASTER BATHROOM MASTER BATHROOM L SItJ(: x I' x 2� Atl�l ' LAB 12H MrtJ" Wl5-r�.� �o� I 1) AL L-t -A �+ID a� -. _ '2v4 0u sji1p-, s 4 XI . prig" 5►�L� Co, 6" o� A fF t t3il per, (2) 2u8 14Aurorz ee* -OTLIDt�, G 16.0 o.c" W dap,, Y, , ,WALL gP; { .A w" FIREPLACE DETAIL � �? %� it = i'- o �I � �, �.j-t�t`,►p,t—� 1 �l,1911 I1—g,1Hg I SECT I�q•�l - I t-o� i s,46.2 ION. -C,�, 1 VAdL-(l�,p _ A i ll,ieq 4J11 Liir � ��1� k►t P:�IF��..rr�a Q KITCHEN' L ` � A A �°rco A-rUEW%^kA roP fie mil t— - o'- 45211 -'1= 'f I s aeAl-4 t II t_p:i - 3 A. wA A Q'r= D AT QnnKA ovenv A I- ur. I H1 .vvsrl T INSULATION DEWBERRY VILLAGE .PATIO p PONAFS - - A dit AT*.. *.. E�c�t12E, /) HARBOUR RIDGE PROJECT NUMBER: ., 8664 3- Zti o7 �L17f7_jtk,\1.°.'I/ 10 11,12 0e-, p.L. Al 3ATH1ROOiVI DATE/REVISION: _Q MW _ 6,v-r1�+5► ►-I�� ... 141 LEGEND _ T6X'C STUCCO FINIS-H.' c2. SMOOTH STUCCO FINISH AT BANDING TYPICAL (PAINT) . r� 1U fr Q�r� ItaES t������t1 3. WOOD FACIA (STAIN) . 4. 2%4 PRE ENG WOOD TRUSSES @ 24" O.C. 5. CONCRETE TIE BEAM (SEE PLAN). 6. WINDOW/SLIDING GLASS DOOR. (SEE PLAN). 7. CONCRETE TILE ROOF (SEE WALL SECTION). ///��� -� _ 8. fJPTIONAL PREFABRICATED ZERO CLR. FIREPLACE ,g W/CHIMNEY TERMINATION (SEE'DETAII,)- 9. STUCCO FINISH ON HIGHRIB METAL LATH. -� V , `10. COPPER ROOF. 11. FINISH GRADE. 12. CBS PRIVACY WALL. ----- — _ 13. CBS PLANTER WALL. AJ' 1,,1 14. BUILT-IN W/5 SHELVES. t� g�� 1 flLk Bh�iE LT fF ") ( TI 135� i 5 . BATT 16. GYPSUM WALL BD•POT SHELF @ + 1-0" A.F.F. ESEE, DETAIL. 17. RAISED COUNTERTOP @ +42" A.F.F. A I BATHROOM &BATHROOM 18. DECORATIVE COLUMN. 19. CABINETS (SEE PLAN/INT. ELEVATIONS 6 SP$CS) 20. _ 66i. 21. GIRDER TRUSS. (SEE PLAN). 22. TRAY CEILING (SEE PLAN). 23. BUILT-UP WOOD FACIA W/STUCCO SOFFIT (SEE TYPICAto WALL SECTION). 24. LOW PARTITION @ 8'-0" A.P.F. 25. CONCRETE SLAB/FOOTING (SEE> FOUNDATION. PLA`11>14 P Gr;LV, 44TL, G¢A,1f.,L P po I- _"(tl112-0 C rl XTLww fi4oGI,4 ) N(G f2'1 tF5 +TL LA-r4A kIP, of Tll: r-r" , zit ----------------- �' Lo i (jG�—'.�Y�LIezrsa r1aK+ ,p) Flt-) rsor apt�a oopo 12 ,• BAY WINDOW SECTION iOP of 1�� F.�ri �f� r-1�, SLAB FLQ DRAWING TITLE: SECTIONSiINT. ELEVAT11ONS (PLAIN "2„ DATE: 5 - '2"1 ' 6(2, DRAWN: CHECKED; APPROVED: V' SCALE: AG t-6v ASSOCIATES: ALL SE e t t K �. ,_ {, 7 J�, '4, Y� "IT, 'l 4,t -A Ti g, j 7 111" til 4p�� "A , IM. or R, t A -A 4 `4 vA- QQ `N� NIX10- t� 'f J�. jq , 7 J�g­,,�,i, g I", wq 10 N R 46, NINA wr t5 4 "a, u IT, '­V 3 k"I W 4V I ijt R At i'T"'TV M M, ­5 A, W-1--r., l4 i" "i"'IK TIT —I., I—— � iii, !!J11151 a� X4 U f,, N� VZ� p J� Vi", T, �;T Tm.1i"""', -Y �,7 si�ii'%: T Y-1 4 0 JT 'Ji T Y­ Ti z T IT, T- �p, ViA ti 'T, ­ - , , , -�; �,, , — ;­,7 , , ; , l W V !1K V, w -A %: -W tit T, 4, -a V� 5 5w TV Y-4 �P 53, X w T'N R POS N* 4, - ­-, -, � -1j, " I , , , , , "D R',f -, --Z! - I -1 i:-, -, ',3M*,-p"; " , -- - " , 4 --� W AM, t Av ik "m jol A i, kN, � n �W, w A A.. M 41 � iA4 6 45"M "T, T� 6 m A A -M i2, T` "T T l" �V j�; Zi� Nit- "i, a 2 g 11,�,` W� S V, Z U:Z 0 k M`­*lt`i 41 t 1P , vii��` V Mi 16 V ft .q �iv V,!l,,i' IT, z, W �R, AZ Km v,' 'A T� A li'OVIP 7�, T T z; �4 7 6"'m 3� , "i'l i'�, , , )� l ­l � I it , , I � ff �', - �­!u — N -4� �-4 X ii� T, WA I-k X� rm, — , , I ­',­­,�- �,- � -1. 1�,i:'k � , I � �iy, , "', '� �,� ,, , v V­ "Ask, 4"wip A� W 4, N :N �T. �4 1: R 77, 'e, T4, T-11- Alf 'n; 5 Y 4'1 1 1 ., -1i, � Iv­�,. r ;1.7 i-, �, 'N z,", Vi,; Z 4 -n I , , 141�, � " A II �,x , EX., lk �%b,l NIA IL i�7 7777777 it1 7 Iwqww it Y4 41 L.......... �ti' 777— I4, TIL m A I go; UNUCDASSOCLAM A -R C H I T- E C T S SUITE 200,185 N.W. SPANISH RIVER BLVD., BOCA RATON. FL 33431 305 395