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HomeMy WebLinkAboutHarbour Ridge - 9203122DRIVEWAY PERMIT REQUIRED Yes No ✓ -' Date Init.�' /1 V lz 5 '-PERMIT T INFORMATION LOCATION: 1666 Buttonbush Circle, Palm City, FL 34990 LOT SIZE DIMENSIONS_ [25.72 +47.55 +60.98 x 164.71 x ,. + l (82983.30 j x 127.62' BUILDING SETBACKS (ACTUAL): FRONT •-�ri6 L EAR 48.63' 17. ' ' _�.3� R.SIDE 00 L.5ZDE 16.97 SQUARE FOOTAGE OF CONSTRUCTION: 2,661 S.F. :Living, 565 S.F. Accessories DESCRIPTION OFWORK: Constructio n of Single Family Residence PROPOSED USE: SingleFamilyHome TYPE OF CONSTRUCTION: (CHECK ALL APPROPRIATE AREAS) RESIDENTIAL: X COMMERCIAL: INDUSTRIAL: OTHER: NEW CONSTRUCTION: X EXPANSION OF EXISTING BLDG: INTERIOR REMODELING: OTHER (SPECIFY): EST. COST: $140�,000.00 STATE OF FL ./CERT #: CGC A08454 COUNTY CERT #: 8796 CONTRACTOR NAME: J & N Construction ANC/ ADDRESS: 13500 N.W. Gilson Road CITY• Palm City STATE- FL ZIP: 34990 PHONE #: ( 407 ) 336-1160 ARCHIT/ENGINEER: Jeffrey K. Hirschberg ADDRESS: 945 Clintmoore Road CITY: Boca Ra. o ton STATE: FL Z ZIP: 33431: PHONE #: ( _ 305 ) 997 7555 BONDING COMPANY: / N A ADDRESS: CITY: STATE: ZIP: MORTGAGE LENDER: N/A ADDRESS: CITY: STATE: ZIP:. PLEASE PRINT. DO NOT COMPLETE SHADED AREAS. DATE: June 3, 1992 PROJECT INFORMATION PROJECT ADDRESS: _ 1666 Buttonbush Circle, Palm City, FL 34990 SITE PLAN/PROJECT NAME: Harbour Ridge, Ltd. AREA: PLAT: SUBDIVISION: _Harbour Ridge LOT- G-13 BLR. 19 �ffimff PROPERTY TAX ID #: Y26 _�q(D -^ 0017 —0O( PARCEL SIZE (ACRES OR SQ. FT.) 14,904-S.F. LEGAL DESCRIPTION:. Harbour Ridge, Tallowwood Village,-A*ea-G-i-3; Lot 11, Plat 19 OWNER NAME: Harbour Ridge, Ltd. ADDRESS: 13500 N.W. Gilson Road CITY: Palm City STATE: FL ZIP: 34990 PHONE #: ( 407 ) 336-1160 IF -THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: a �.r Mmy M3 u ZIP: NTEw"i" IRARE _M10B ;COD m PR# L / VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS REVIEW FEE C OF C FEE FOR OFFICE USE ONLY REQUIRED DATE RECEIVED REQUIRED FEES NOT REQU.,IRED [J $ 2, °4 $ RADON FEE//$ 3 $ RCPT #�57T JS [�] ROAD IMPACT FEE $ ROAD IMPACT DISTRICT `/yJ/�/�y4�+/1S ROAD IMPACT ZONE ROAD IMPACT CREDIT YES [ ] NO[ ] ALTERNATE DEV FEE $ ALT. DEV. FEE. ZONE SCHOOL IMPACT FEE $ pO SCHOOL IMPACT CREDIT YES [ ] NO [ ] SCHOOL BOARD APPROVED EXEMPTION YES [ J NO[ ] POLICE IMPACT FEE $ FIRE IMPACT FEE $ yak tcin 06 . ` j Aamr opo� g p . SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF DRIVEWAY ZONING CHECKS BBL _ LOT COVERAGE V EASEMENT _ LOT SPLITS 4 9B SUMMER OVERHANG FACTORS (SOF) For single and double pane glass. CLIMATE ZONES 4 5 6 (v OH RATIO .0-.11 .12-.17 .18-.26 i.27-.35 ` .36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ I' (J 1.0 .94 .91 l .87 .83 .79 .75 .72 .69 .62 .56 .50 col NE/NW .. 1.0 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 w o EW -` 1.0 95 .92 .85 T .78 .70 .64 .58 .52 .42 .33 .26 SESW 1.0 .93 .90 :81 .72 .62 .55 .49 .42 .33 .27 .22 o S 1.0 .91 .87 .77 .67 .57 .50 1 .45 .39 .32 .28 .25 OH LENGTH ' 0 ft. 1 ft. 11h ft. ( 2 ft. 3 ft. 31h ft. 1 4'h ft. 1 5'h f1. 61h ft. 9'h f1. 14 ft. 20 ft.+ ' To select'by Qveernang Length, no part of glass shall be mc,e than 8 ft. bela:r the overnang. OVERHANG RATIO - OH LENGTH j3- L H 9C WALL SUMMER POINT MULTIPLIERS (SPM) FRAME CONCRETE BLOCK' FACE BRICK LOG WOOD STEEL INT. INSULATION EXT. INSUL. R•VALUE WOOD FR R-VALUE EXT ADJ EXT ADJ NORMAL WT. NOR. WT. 0. 6.9 2.9 6 INCH 0- 6.9 6.4 2.2 8.9 P.9 R•VALUE EXT ADJ EXT 7 -10.9 .6 R•VALUE EXT 7-10.9 2.3 .8 4.1 1.3 0- 2.9 2.5 .9 2.5 11-18.9 .4 0- 2.9 1.7 tt•12.9 1.9 .7 3.0 t.0 3- 4.9 1.4 .7 .7 19.25,9 .2 3- 6.9 1.1 13.18.9 1.7 .6 2.8 0.9 5 6.9 1.0 .6 .3 26&Up 1 7&Up 8 19 - 25.9 1.0 3 2.4 0.6 7 -10.9 .8 .4 .1 R-VALUE BLOCK 8 INCH 26 & Up .6 .2 1.3 0.4 11 • 18.9 .4 .3 .0 0- 2.9 1.0 R-VALUE EXT 19-25.9 .2 .2 3. 6.9 .6 0-2.9 1.0 26 & Up .1 .1 y<<` `>€ 7- 9.9 .4 3-6.9 .8 10 P .2 7 P 7 9D DOOR SUMMER POINT MULTIPLIERS (SPM) DOOR TYPE EXTERIOR ADJACENT WOOD 7.2 2.4 INSULATED 4.8 1.6 9F FLOOR SUMMER POINT MULTIPLIERS (SPMI 9E CEILING SUMMER POINT MULTIPLIERS (SPM) UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF CEILING TYPE R-VALUE SPM R-VALUE SPM 19 - 21.9 1.1 10 -10.9 3.0 R-VALUE DROPPED EXPOSED 22-25.9 .9 11-12.9 2.7 10.13.9 3.0 3.3 26-29.9 •7 13-18.9 2.4 14-20.9 2.0 2.1 30-37.9 .6 19-25.9 1.8 .21 & Up 1.4 1.3 38 & U .4 L 26 & U SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD2 POST OR PIER CONSTRUCTION STEM WALL WI UNDER FLOOR INSULATION ADJACENT R-VALUE SPM R-VALUE SPM R-VALUE SPM SPM SPM 0-2.9 -31.9 0-2.9 --1.0 0- 6.9 .9 5.3 3-4.9 -31.8 3.4.9 -1.7 7-10.9 -1.1 -2.8 2.1 5-6.9 -31.7 5-6.9 -1.7 11-18.9 -1.0 -2.2 1.8 7&Uo =31.6 7&Up -1.7 19&Up -.9 -1.8 1.0 9G INFILTRATION SUMMER POINT MULTIPLIERS (SPM) 9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE SPM (See Table 9P) PRACTICE u 1 13.8 PRACTICE a 2 10.9 PRACTICE a 3 7.6 R-VALUE With Return Air Duct W/O Return Air Duct 4.2 - 4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 'For multipliers for other types of concrete block construction see section 903.2 (b). 2For multipliers for other types of raised wood assemblies see section 903.2 (e) 1. -3- SUMMER CALCULATIONS COMPONENT BASE BASE SUMMER DESCRIPTION AREA POINT MULT = SUMMER I POINTS EXTERIOR U 1.0 / S J a ADJACENT T C) .7 3 v EXTERIOR J 4.8 , ADJACENT 1.6 s o 0 o RAISED 0 LL CLIMATE ZONES 4 5 6 _-ANE DOUBLE -PANE -SUMMER AS -BUILT OINT;MULT. OR. SUMMER POINT MULT. x OVERHANG-: 'GLASS T(NT' --', CLEAR TINT' FACTOR (9B) SUM. PTS. 51.5 47.8 43.5 76.6 71.7 63.4 J 107.1 102.0 67.3 RS CfZ.Z .0 110.3 104.1 89.4 , �i' A �i O 7. 98.3 -90.9 78.8 110.3 104.1 89.4 107.1 102.0 87.3 76.6 71.7 63.4 303.3 324.6 238.1 v AS•BUILT GLASS SUBTOTAL v COMPONENT DESCRIPTION SUMMER AREA x POINT MULT (9C TJH�RU 9G) AS -BUILT = SUMMER POINTS r (�/j v v v FOR SLAB -ON -GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. BASE COOLING -TOTAL BASE BASE ' COOLING SYSTEM x SUMMER = COOLING SYSTEM MULTIPLIER POINTS I POINTS .43 �o cl t Z•. 59 77, tl NUMBER BASE BASE HOT OF x HOT WATER = HOT WATER WATER BEDROOMS MULTIPLIER POINTS 3527 /o 53 1 C", SYSTEM TOTAL AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT AS -BUILT x DM x CSM x CCM = COOLING SUM.'PTS. 9H 9/K 9L POINTS y r t-, /,1 ,,l,_ / z-_�SC8,-7 AS -BUILT NUMBER AS -BUILT AS -BUILT AS -BUILT HOT WATER OF x HWM x HWCM = HOT WATER SYSTEM DESC. BEDROOMS 9M 9N POINTS C: c.. , J 1 b., w. t..• / 'H = Horizontal Glass (Skylights) 2For glass with known Shading Coefficient, see section 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. -2- WINTER CALCULATIONS CI IMATF 7nNFS A 5 6 en a J C7 w o GLASS xIBASE AREA WINTERI, , POINT = MULTIPLIER BASE -WINTER POINTS N `? 5.6 NE 3.5 E 2l - 5.6 31Ct SE q -13.4 11 16 - Ll S n -14.0 ' or G, S W 96 -13.4 1 I �t W L - 5.6 tt NW 3.5 H' -14.0 I z o SINGLE -PANE DOUBLE -PANE WINTER AS -BUILT AREA GLASSx . WINTER POINT MULT. OR WINTER POINT MULT. x OVERHANG = GLASS CLEAR TINT' CLEAR TINT' FACTOR (9B) I WIN. PTS. N 9.6 9.6 5.6 6.1 b / 1 (5 NE 7.4 7.3 3.5 4.2 E S ( - 2.2 - 2.0 - 5.6 - 3.6 SE -10.3 - 9.7 -13.4 -10.4 S -10.9 -10.2 -14.0 -11.0 SW Ci. -10.3 - 9.7 -13.4 -10.4 W W - 2.2 - 2.0 - 5.6 - 3.6 NW 7.4 7.3 3.5 4.2 H -32.1 -28.0 -27.0 =21.5 I COND. I TOTAL I BASE I BASE I ADJUSTED .15 x FLOOR GLASS = ADJUST x GLASS = GLASS AREA AREA FACTOR I SUBTOTAL BASE WP BASE COMPONENT AREA x BASE WINTER = WINTER DESCRIPTION POINT MULT. POINTS EXTERIOR v 0 1.1 / "'i '� I b a ADJACENT b 1.8 76 (7 v fn EXTERIOR GPI d 00 ADJACENT / 910 4.0 ' , 0 0 0 Z UNDER ATTIC OR SINGLE LU U ASSEMBLY E ¢ oo J LL SLAB (PERIMETER) RAISED (AREA) G Y AS -BUILT GLASS SUBTOTAL v COMPONENT DESCRIPTION WINTER -AREA x POINT MULT. 9C THRU 9G AS -BUILT = WINTER POINTS lrv7. X7, A 0 ?I`i LIS 8 ?-1 b ?��r •e I.aJn. ,�z 'Z'� 1, OC� v e J S".1 nc&' -" A LJICI It 71 CS © v .6 C• _ICE rl rt �c. )oo i•a lac .6 .6 CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS•BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. 9 L G - 1.9 _27 S'I - .2 ;LAB -ON -GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR. FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. v v BASE HEATING TOTAL BASE 1 BASE --- HEATING -- -SYSTEM -x WINTER = HEATING SYSTEM MULTIPLIER POINTS POINTS 1.14 /er r;? 7. 9 r rs. TOTAL AS -BUILT I AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT x OM ... x .. HSM -- x __ HCM -__=_-_HEATING WIN. PTS. r9H 91 9J POINTS z:>s►S, ly : ,N7 19b //3U1, I BASE BASE BASE TOTAL AS -BUILT AS BUILT AS -BUILT TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + HOT WATER. = AS -BUILT J POINTS POINTS' POINTS POINTS POINTS POINTS POINTS POINTS oFrom P.2 From P.2 Enter on P.1 From P.2 From P.2 Enter on J I Lf -;)'I�i yP.1) HI �Z 'H = Horizontal Glass (Skylights) 2For glass with known Shading Coefficient, see section 903.2(a). Tint Multipliers may be used for glass with solar screens, film, or tint. / WINTER POINT MULT (PLIERS (WPM) 9B WINTER OVERHANG FACTORS (WOF) : CLIMATE ZONES 4 5 6 F> OH RATIO .0-.11 .12-.17 .18-.26 .27-.35 1 .36-.46 1 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73-2.73 2.74+ t SINGLE PANE GLASS . e N 1.0 1.03 1 1.05 1.1.08 1.10 1 1.13 1.15 1.18 1.20 1.24 1.29 1.34 NE/NW 1.0 1.07 1.10 1.15 1.20 1.25 1.30 1.35 1.39 1.50 1.59 1.67 t E/W 1.0 .71 .57 ( .19 -.20 -.65 -1.05 -1.48 -2.03 -3.01 ' .-4.06 -5.04 Im i SE/SW 1.0 .93 :90 .80 / .68 .54 .39 .22 .05 -.33 -.71 -1.01 �- wo S -7 .95 .92 \,83/ .70 .54 .36 .13 -,13 -.70 -.98 -1.09 DOUBLE PANE GLASS N 1.0 1.05 1.07 1.11 1.14 1.18 1.21 1.24 1.28 1.34 1.40 1.47 NE/NW 1.0 1.11 1.16 1.24 1.32 1.41 1.48 1.56 1.63 1.80 1.94 2.08 1 t E/W 1.0 .88 .82 .66 .50 .31 .15 -.03 -.26 -.66 -1.10 -1.50 1 1 SE/SW 1.0 .95 .92 .85 .76 .65 .54 .41 .28 -.01 -.30 -.52 t S 1.0 .96 .94 .87 .78 .65 .51 .33 .13 -.30 -.51 -.60 A OH LENGTH 0 ft. 1 ft. 1'h It. 2 ft. 3 ft. I 3'h ft. 4'/2 ft 51/2 1L 6'h f1. 91/2 it. 14 ft. 20 ft.+ i- - t... -... _.----- ---- - -- -- - -- - - - To select by Over-arSg Lenoth. no pars b, glass shalt be more than 8 if. below one overnang. OVERHANG RATIO = OH LENG T H OH HEIGHT T H L .sue 9C WALL WINTER POINT MULTIPLIERS (WPM) H LIT Fli <: - . . . T__ i FRAME CONCRETE BLOCK' FACE BRICK LOG WOOD STEEL INT. INSULATION EXT. INSUL. R•VALUE WOOD FR R-VALUE EXT ADJ EXT ADJ NORMAL WT. NOR. WT. 0. 6.9 7.0 6 INCH 0. 6.9 6.8 5.3 9.4 6.7 R-VALUE EXT ADJ EXT 7 -10.9 2.1 R-VALUE EXT 7-10.9 2.5 2.1 4.4 3.3 0- 2.9 6.0 3.1 6.0 11- 88.9 1.7 0- 2.9 2.2 11-12.9 2.0 1.8 3.3 2.6 3. 4.9 3.8 2.3 2.8 19.25.9 1.0 3-6.9 1.2 18.9 1.8 1.6 3.0 2.4 5. 6.9 2.9 1.9 2.0 26&Up .6 7&Up .9 25.9 E-26 1.1 1.0 2.6 2.2 7 - 10.9 2.3 1.5 1.5 R•VALUE 6LOCK 8 INCH Uo 1 .7 .7 1.4 I 1.2 11 - 18.9 1 1.5 1.1 .8 0-2.9 3.7 R-VALUE EXT (111 Ml1A0 MIRITGPI 1/11lI1 •ll tl Ir-nn i--, 19-25.9 .8 .7 3- .9 2.6 0-2.9 1.2 26&Up 5 5 7.9.9 1.8 3.6.9 .9 10&Up 1.3 7&Up .1 DOOR TYPE EXTERIOR ADJACENT WOOD 7.6 5.9 INSULATED 5.1 4.0 9F FLOOR WINTER POINT MULTIPLIERS (WPM) 9E CEILING WINTER POINT MULTIPLIERS (WPM) UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOF CEILING TYPE R-VALUE WPM R-VALUE WPM 19 - 21.9 1.0 10 -10.9 1.8 1.6 R-VALUE DROPPED EXPOSED 22-25.9 .9 11-12.9 10-13.9 14-20.9 1.2 .7 1.3 .7 26-29.9 .7 13-18.9 1.5 _ 1.1 ._ .6 30.37.9 .6 19.25.9 21 &U .4 .3 38 &U .4 2 6&U 0 9G INFILTRATION WINTER POINT MULTIPLIERS (WPM) 9H DUCT MULTIPLIERS (DM) INFILTRATION PRACTICE (See Table 9P) WPM PRACTICE x 1 6.2 PRACTICE x 2 4.1 PRACTICE n 3 2.2 R-VALUE With Return Air Duct W/O Return Air Duct 4.2 - 4.9 1.14 1.10 5.0 - 6.6 1.12 1.08 6.7 & Up 1.09 1.06 DUCTS IN CONDITIONED SPACE 1.00 1.00 'For multipliers for other types of concrete block construction see section 903.2 (b). 2For multipliers for other types of raised wood assemblies see section 903.2 (e) 1. s 91 HEATING SYSTEM MULTIPLIERS (HSM) CLIMATE ZONES 4 5 6 SYSTEM TYPE HEATING SYSTEM MULTIPLIERS' Central Heat HSPF ;._ 6.4 - 6.89 6.9 7.39 7.4 -7.69 7.9.8.39 8.4 - 8.88 8.9: Up Pump Units COP 2.5 - 2.69 2.7 - 2.89 2.9.3.09 3.1 -329 3.3.3.49 3.5.3.69 3.7 - Up HSM .50 .47 .44 .41 .39 .37 PTHP HSM .52 .50 .47 .44 41 .39 .37 Electric Strip .1.0 Gas & Other Fuels 1.0 (See Table 9J for Credit Multiplier) Minimums: Central Units -Air Source 2.7 COP (6.4 HSPF), Water Source 3.4 COP, Ground Water Source 3.2 COP. PTHP 2.6. COP means Coefficient of Performance, 9.1 HEATING CREDIT MULTIPLIERS (HCM) SYSTEM TYPE HEATING CREDIT MULTIPLIERS Attic Radiant Barrier HCM .98 Mullizone HCM .90 Natural Gas AFUE .67 - .69 .70 - .74 .75 - -79 .80 - .84 .85 - .89 90 - Up HCM .37 .35 .33 .31 .29 .27 Other Fuels HCM .60 .58 .54 .50 .47 1 .45 Where more than one credit is claimed, multiply HCM's together. Enter product on page 4. AFUE means Annual Fuel Utilization Efficiency. _N-_ _ _ •9K-COOLING SYSTEM MULTIPLIERS (CSM)--"---_- ---.`- ---------- SYSTEM TYPE COOLING SYSTEM MULTIPLIERS' RATING 7.5- 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 & Up (SEER/EER) CSM .40 .38 .36 .34 .32 .31 .30 .28 PTAC & ROOM UNITS (EER) CSM .45 .43 .40 .38 .36 .34 .32 .31 .30 .28 Minimums: Central Units -Air Cooled 7.8 EER (8.5 SEER). Ground Water Cooled 10.0 EER. EER means Energy Efficiency Ratio. SEER means Seasonal Energy Efficiency Ratio. 9L COOLING CREDIT MULTIPLIERS (CCM) SYSTEM TYPE COOLING CREDIT MULTIPLIERS (CCM) Ceilino Fans •86 Multizone •90 Cross Ventilation or Whole House Fan fCredit for only n .95 Attic Radiant Barrier .95 Where more than one credit is claimed, multiply CCM's together. Enter product on -page 2. 9M HOT WATER MULTIPLIERS (HWM) SYSTEM TYPE HOT WATER MULTIPLIERS Electric EF .80 - .81 .82 - .83 .84 - .85 1 .86 - .87 .88 - .90 .91 - .93 .94 - .96 .97 & Up Resistance HWM 3879 3785 3695 3609 3527 3411 3302 3200 EF .54 - .55 .56 - .57 .58 - S9 .60 - .61 .62 - .63 .64 - .65 .66 & Up Natural Gas HWM 1415 1364 1317 1273 1232 1194 1158 Other Fuels HWM 2317 2234 2157 2085 2018 1955 1895 Water heaters must comply with prescriptive measures of Table 9A. EF means Energy Factor. 9N HOT WATER CREDIT MULTIPLIERS (HWCM) SYSTEM TYPE HOT WATER CREDIT MULTIPLIERS Solar Water Heater SF .1 .2 .3 -4 .5 .6 .7 .8 .9 1.0 HWCM 9 .8 .7 .6 .5 .4 .3 .2 .1 .0 Heat With Air -conditioner Heat Pump Recovery Unit HWCM .62 .58 Dedicated Heat EF 2.0-2.49 2.5-2.99 3.0.3.49 3.5 & U Pump 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 903.20)) COMPONENTS REQUIREMENTS FOR EACH PRACTICE CHECK• PRACTICE x1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A. PRACTICE s2 COMPLY WITH PRACTICE &1 AND THE FOLLOWING: 1/ Exterior Walls and Floors Too plate penetrations sealed. Infiltration barrier installed. Sole late/floor •oint caulked or sealed. - -- Exterior Walls & Ceilings Penetrations •oints and cracks on interior surface caulked sealed or gasketed. Ductwork Ductwork in unconditioned space must be sealed. Fireplaces -Equipped with outside combustion air, doors and flue dampers. Exhaust Fans Equipped with dampers. Combustion devices see 903.2(f). PRACTICE 43 COMPLY WITH PRACTICES "1 AND #2 AND THE FOLLOWING: Ceilings Infiltration barrier installed. Interior Walls Top plate 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 by-products outdoors. Stoves see 903.2(f), 'For multipliers for other types of systems see section 904.9. -6- Thu Apr 23 09. 46: 54 1992 SITE PLAN FOR HARBOUR RIDGE, LTD. LEGAL DESCRIPTION UNIT ii TALLOWOOD VILLAGE (AREA G—i3) HARBOUR RIDGE PLAT NO 19. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 30 PAGES 16 — 16A , ST. LUCIE COUNTY, FLORIDA. _ a I •o L e� O LAKE s �Q UQ ELEVATIONS SHOWN THUSLY +�2 MODEL CORDOVA FINISHED FLOOR 12. 0 REFER TO N. G. V. D. 1929. ADDRESS: 1666 BUTTONBUSH CIRCLE , PALM CITY, FLORIDA 33490 ,.THE DEVELOPMENT ORDER FOR THIS HARBOUR RIDGE PLANNED DEVELOPMENT PROJECT AS IT APPLIES TO TRACT G-13 , PLAT NO. i9 HARBOUR RIDGE, REQUIRES A MINIMUM DISTANCE OF 20.00 FEET BETWEEN BUILDINGS. THERE IS NO SIDE Y;ARd',l:UTBACK REQU I REMENT. SKETCH NOT A SURVEY PEV: HOCK, BOOS & ASSOCIATES, INC. SCALE: i'=40' FIELD: N/A ENGINEERS A SURVEYORS o PLANNERS Prepared for DATE: APR 1992 5720 CORPORATE tiAY P. A. NO. 90-2i0 DRAWN: 6. SUME IKERT ]}�, ® NEST PALM BEACH, FLORIDA 33407 HARBOUR RIDGE, LTD. APPROVED:'fj��j Phone: 407 683-3ii3 Fax: 407 478-7248 DR. No. A— 25i8 , !4 , ,a , , , , , , , , ' TV , , , , , , Y'll , £ XIST! KU +( 41.E-- , lq5 6.j cL-1-:4 R, SfA E �Z_031z co Cc ,SRS cut oAt 1 CORDOVA; TALLO W WO0D G. 13.LOT sr Yes TO MASTE --BAT f RR )C /1; DELETE TUS CHANG c VANITY -WINDOW _ . u �.it _ .� � _.. r... v.. :.. a n.>.. .. _.,. . �tt V, ti Gx' 3 r •: ; • 6"CONC.TIE BEAM "CONC.TIE BEAM W/2 5 T&B & #3 CANTILIVER 0 1 )• c. 8"X20"CONC. TIE BEAM e N I M rt ®a �M1( '.3 70'-0" 6'-0 1 4" 3'-0' 10'— 1 2" 3/g, 4'-0 3/4" 9'-0 1 /8' 35'-0" 9'-7 1 " 2 3/4' 4I ' —5 3/4! 3'_2• 6'_5' 1 6'-1 3/4" I. 1 8"I.r_i z1A 8"x17"CONC. TIE BEAM W/2 #5 T&B & #3 TI ® 1 OC. 1 1 9080 W/9030 1 1 ❑ ❑❑ _#3 ® 12"O.0 o�POJ. CLERESTORY ABV. - I —1 3/4"M.0 25 3'-1 3/47M.O. CANTILIVER Y 8"xl5"CONC.TIE BEAM 4020 Ibc Cp��p 0 W/2 #7 TOP 2 #5 BOTT. BEMPRE G��`� 9B a0 n B A H #3 6068 8' CL ❑ ❑ ° g xzGH o" CONC.TIE B M S I TT I N 13 ❑ W/2 5 T&B & #2 VOLUME 6'-0" HIGH ❑ (-14 1/2") v ® 1) OC. WOOD FENCE 8 1 4" ELEV. ® 15'-0" 8"xl7'CONC. TIE BEAM / 5'-1 1 2" LOW BEAM W/2 #5 & #3 TIES —4 8'-1 3/4" 8' 0 5 1/2" 8"xl6"CONC.TIE BUM BEARIN OPTIONAL CABINET W/2 #5 T&B & # WALL n 1'-0 1/4" 4'-0 3/4- '-4 s k W/GASS GRILL/HOOD 60 VANITY 0 12 oc. MASTER BEDROOM , { , & SINK ! 2 68 34" HIGH VOLUME STEP -N LIVING R00MOD }� 8068 I 15' FLAT CLG. 3'x2' TUB 40410 ❑ ❑ BEARING a ACCESS ❑ oo FIX TEMP. N WALL N �S ❑ \ N ❑ `10 a ❑ MEDIA ROOM M VOLUM CLG 1 I 8'CLG I M 8"xl7"CONC. TIE BEAM W/2 5 T&B & #3 TIES SEE PARTIAL PLAN ° 44 g MIRRORED STEP ® 12 OC. FOR FIREPLACE B PASS ' SHEET A-4 1'-4 1/4" s 1/2" 5 1/2" 6 i 2" 1'-0" 1'—o" 5 1/2" M 5 1 f2 3 1/2" 8 6'-1 3/4- 8" 3'-8" 5'-2 1 2' 4'—1 l 1 2" 'I. " 5'-7" 6' 10" 1'-7" 6'-8 1 2" 6'-0" 4'-10" —6' 6'-2" I 6406PSRRORED A ❑❑ I G co 10La I 22 36" O N N N rATTIC r? I LACCESS I o 14'-4" _ 2NR I 6'-0 1 11/2 3._2" 3,_ 8" 8"x16"CONC.TIE BEAM - I 0 " W/2 #5 T&B N < cn) I 8'CLG ! 10 15' FLAT . 8' CLG\ Ln iv CLG. 2668 ❑ N BREAKFAST �KT. VOLUME CLG �i ❑ N I �r \ L n BEARING — — — — — — — 0j BEARING WALL 4068 m WALL a0 BI—FLD PANTRY j �r Lo N 1 DW I I BI—FLD N 14 4*' 3 1/2" 1/2" 3 1/2" 3 1 2" 3 1/2" 3 1/2" 3 1/2" 3 1/2` 1 2 15'-6" 11'-10 1/2, 7'-6" 6'—G" 5'—B" 3' 6" 8" Jim- 3 -9 5 -2" 3'-0" 0.00 UTILITY Yr� SINK 6' CLG. 10 " KITCHEN m VOLUME CLG. T.0 RNG DINING ❑ BEDROOM #2 — 15' FLAT CLG '° !�o!o RFG DEN 8' CLG. --- D i 2-306 I 8' CLG. 3 1/2" 10'-6 1 2" M I CLERE DRY . ABV. *1 c \ N 9'MIRRORED 81—PASSE HW %+o ❑ 74 3/4" M.O. _ _ N 2-25 W/6040 FOR CLERESTORY 2668 00 \ rFOLDING STAIR CLERESTORY0 N 122" x54" 1 N a 0 8"x18"GONG. TIE BEAM L-- (-3 1/2") 3 1/2" 2668 o W/2 #5 T&B & #3 ® 12 OC 3 1 /21 -Cr7'„T 1 _ ❑ ❑ 3'-1" 4of, 2068 2-25 $" BI FLD ATH # 2 o � L 8'CLG.. � 1 �'3 r,l al r y'Si F f rl 1i HIGH BEAM N e:PWX ❑ ❑❑ ❑1 8"x20"CONC.TIE BEAM 0 r s W/25 T&B & #3 3" VANITY-33"HIGH 0 12 OC. LINEN ELEV. ® 15'-0" N LOW BEAM 8"xl6"CONC.TIE BEAM ": •r % „ r. GARAGE W/2 5 T&B & #3 c*4 8"xl6"CONC.TIE BEAM ❑ #&B z� 8"x20" CONC.TIE BEAM ❑ W/2 #7 T&B #3 012 O.C. NOTE( ' SEE TRUSS DRAWINGS FOR CONCENTRATED ,LOADS AT SLOPE 2" = GIRDER TRUSSES, AT WALLS 8'—O" OR LESS USE (1) JACK STUD PER 10001b . WALLS ABOVE 8'-0" USE (2) JACKS PER 1000 lb o ALL MULTIPLE JACKS BOLTED W/l/2"0 BOLTS rl ® 16" O.C. OD SEE PARTIAL FIREPLACE PLAN r SHEET A-5 10 21'-4" 7" 6'-2 7 8" 12'—e 3'-6" 6'-5" 70'-0' -6 1 17'-8" N I M 8"xl6"CONC.TIE BEAM W/2 #5 T&B h I 12"x24" PLANTER W/12" WIDE STEP TO TUB -2'x4' SKYLITE 84"VANITY-33" HIGH 30'HIGH KNEEHOLE MASTER BATH �. VOLUME 24"Dx42"Hx6"W WALL N -14"X147SHOWER $FqT _2'x4' SKYLITE xl8"CONC.TIE BEAM W/2 #5 T&B "v co M [ TUB io ACCESS Or 7 p U o d omLu 0 1 ro 01 FLOOR PLAN A. 3 �j f: _ 1� k�. t � �fi3 �t �xl " r; �+ L 1f 107 { t f '1 nY"S z rvx3 rf n bs .�ww". a,..: ra,, wtid e �i 4i Y. Ar' � yk k n s l '4�'Sy ^1�r'NYr 3 FM1 4 � ,t r � n FETE] mm O v U N W U Z O U -+ O U U H N C V W N Q ZQ �iD m O U =U N oV W N O Q io m O ON P n F ll 4 N 4o 10 m O U U F N W V N 0 z �m 1 go f »si uy leffreykhlrschlh—ll Z w x U 0 O O cr m Wz0 * ,K OJ CO 0 00 P-Q� za W 0 aw 0m k- k ! �7 iL iqn M'yi i� h k [ Ia tmf' ROOF , PLAN revisions by jeffrey m ELECTRICAL PANE MAIN 200 A 120/240 FEEDER 3# 4/0 THW AL CIRCUIT DESCRIPTION TRIP WATTS WIRE GENERAL LIGHTING 15 3 .6Wx3200 9 #14 SMALL APPLIANCE 20 4500 #12 G.F.I.OUTLET IBM, =I. 15 It 12 DISHWASHER REFRIGERATOR 20 1100 #12 20 1200 #12 COMPACTOR 20 1100 #12 RANGE 60 14100 #6 OVEN WASHER 20 1500 #12 DRYER 30 5600 #10 HWH 30 5500 #10 AHU 50 20000 #6 AC COMP 50 6000 #8 GARB.DISP 20 1100 #12 SPRINKLER 20 900 #12 POOL 20 800 #12 GARAGE DOOR 15 400 #14 1 ST 10 KW 0 100% 12500 BALANCE 0 40% 15000 AC/HEAT 0 100% 20000 TOTAL 45000 W/230=1 r p1 TMm I '(� E 004 XCLC�ESS L PC 11 mum WP/GFI GFI -GFI HORIZONTAL IN SPLASH I ,��i!g, r ar u .i* rt 't3 YYYY ,V.: - ,i.y "yT� r lw*'J'✓V.1 ��� 1+�i�4k� .r�r� t'li'�Yi 1�1" vi ^-u'P RY I. 3 1� Iry "o VERTICAL #3 TIES AIN v . ... � nu *rl '4.rY r. Y i ', '++'ys'��3"y:. r t. a- 8,/i ' J>✓. C Y r:. 1. 4.; y, f 1 FR +k�%5^�YvY�&.�b��C�> 3/4" RAIN CUT ❑❑ ❑❑ 1'-8"I. 18'-0" L1'-8"I. IT 1 CONCRETE TILE 6" RAISED BANDING CONCRETE TILE 0 6"RAISED STUCCO BANDING CONCRETE TILE 1'-47xt'—,C STUCC, BOX —OUT 6"RAISED STUCCO t' BANDING3 s I i�} Tn1' r a£ F l 4z' `"5'Y• '4 , . �C 1�'{I .. + v. , r, h'ti, �'� I� i �Mi "nLti�i '. ;': ':-. F. „ .,,. • �i� .'.. ,:7 r � �'{r, I? I a,i, s +` T BEARING WALL n 4,;> A'. % �# lie- 4JS ®OPTIONAL GFI a• N o ELECT.PANEL 00 a FOLDING STAIR pp k W' OOPEN ABOVE � x � i � N � 22" 54" � T CLG. l _ _ J (-3 1/2") h 1 _ I' a BEARING WALL - ,a ,.I: .i{ GARAGE DRm�� � H v f.; OPENER Yk a �' q CJ J 8" .'. TYP. x 12"MIN. 8" � % POURED COL. W/4 #� �� I r • �.;; 1 1 � rvkr�;t 5%� VERTICAL & #3 TIES ® 8" OC. :% 24" AFF LOW WALL ,,:ni1A " a �' IAA � tr ' DRYWALL COLUMN . DOUBLE VENT 1 BLOCK � n fI 17 '{� ,t �pl� f`y'o�f1 a iiw t9 + . re " -m` 9 ✓ - T i 4To GARAGE OPTIONAL PRE-FAB FIREPLACE �� ^ i, � ❑ TO ONT DOOR LIGHT i t — v N ❑ n.6TV IT (10 ^ 1 r E ,�,� �'✓vIIa .. tlk � W ❑ �y�._ ' s" O GARAGE DR d ,! zo OPENERi IN J � I e 1 1 87x20" CONC It BEAM ' W/2 #7 T&��& #3 , ` TIES ® 12'OC Ir ;i 3/4" RAINCUT girl; SI rl 1 y 18070 �G 18'-0"ol 21'-4" 12'-4" ol 70'-0" ., —..... ._Y. _ .. I_ .. ...^ PARTIAL FLOOR PLAN FRONT ENTRY 1 4 °fir ^_ T ° ^*� 1987 by leffreyk.hkrschberg , y,r sl x , �.' ,!V r c y` n r 1 ri ,I fill 3 S lal" w'' Sti � ` a t' ^' �< µ r• r L .° � � " i K v �;•r ^ � m .. v P s h X10" RAKE BOARD I 2,e STUCCO ON METAL LATH STUDDED GABLE END TRUSS a x W/15# BLDG.PAPER HURRICANE TRA TO CONC ` TIEBEAMAT 24"P OC. i > a 1/2" PLYWOOD f' METAL FLASHING R-19 INSULATION CONC.TIE BEAM s �a s 1�2"DRYWALL ON F�xxy'i,• 1'x3" FURRING E — ��tk a�!., ,.�': e ><;... <: , pjr. �, r,,.;. Y4 ,,.. .,: ,•t ,' ,7 . ,a" ! , , «,... ;r. ^ MIN. 8x12 TIE BM. W/ (2) — 5 BARS TOP & 2 5 —_ BARS BOTT. CONT. DETAIL AT GABLE END e — aaei.S�l.E — ,��`` t,l^w: .v''<'. µa .], I'er I "Ise. { L, t;' a +";?' q'„.� ,i*. ,„ ,•m "`'r x. a� ,I N'r I —_ L;. .�,.t::; , u a e•fd.u� ,^ ,4, z, :.... a ,.. VC Y — .,, w ^- Y , le, ." 4, : ,.. , ,�a<"'— :a`r,.,;..S...a :... ,6,., I. ; r',r � .. I� .rx— ..,:„a: .... ,. i._., ,r� t, :, I .,. "I�n I a Y — „ Xg, .Y"+— y: rw d� A, � I� { t. f 1 � , e� r ��.' < •c P, FL "y' � — ,:Fr- -Y, ', s' x2. ,.,a k r — +,P.xr« ^..:4,xn Pa n tx<. t', v^ I,V e { r0? 3«F ;:., dr ,..,. k r r �.., :,., I � ,,.... rp, ',w. , x ,r ' .,;-: ,e -:. r. .T, ,*.` ,a , ,u' ..f ? .rvu,,"a. — ..... 3. 3 ...Lrr,,, > k , :9.. Y .4 tr. ,r ,dl } r,p. ::: .+ 't ..aE. • ,f — .,r ,.^F, , 'F Lb :f: .. .t gym,•,. Yv:. r� ..I, e4 M.", zr,, .. 1 — x.,... — , ,.,:, ,.. — . .w. ..,�:. ,..: aa;. „.- . - ,�,.� ; < ti .. . ;... " "� a. r. I i :,w.. .:. rl . s.,;:, F a w • - +4"k^.: y ;A,,� l a d- r ,1�"� Via:: '', 'riE,~I_I,{'�+ fir:•' i ', �'` � .`s'r. 1/2' GYP BD ON 1X2 e 3s it b 4r* PT FURR'G 024" O.C. — INSUL , ON 2" R 5 T h I — `^:�.:.— a, V.:b� t _ `'A r #.+,"''r ^ r% M : Ih}•`"�r `yr ir;� I 3»:. e n a ,:% ,�, �.b:, `"z"'r ;�, i+ - WD BASE 4" CONC.SLAB ON GRADE m°. , 'W, Ve•, v "�'• p 'W rt ""N£r u, .S'..r. p,P&;'1 'i °kt t • — r _ 14"x20" CONC.FOOTING W 3 4 CONT 6x6 #10/10 WWM DOUBLE 30" INTO SLAB l = r; %,',kr, r •,,,, �� ' � OVER 6 MIL VAPOR BARRIER = 'y4 �+ y •+ '„ `" e ;. 'vt, ', :ui + } r 5py rV ,a .P4,;. } »b� :. 4,b,s' ` • , ',. :,. .,; .....':� � r pu ,:..,� r aa'?•-y'p5 t , .,r:: r. ...:'� r Y 1� ".. e '�— - -.I ®�• �rl Yx'rYrn'?i : 'IL a xis„a, R i HL" 'L1 ',.t, ,,r.,SfL k -„ r, .1 %r I.f NisAi mm beariag capacity of evil at all foundations to be 2,Sw ►.S. IF. & 90%. comported *oil ag esniforms donalty end DIVISION 3 7I 1 ®°� smag s1 ll be posored ever,6 a L 10/10 W.V.N. «aW y to a."til €sl"n : lasyed 60 ewer ' vlowwwo msm6raUq& ever clean compacted f i I I . mzytzw' at � ilw 2. Maintalw: a) Concrete *labs minimum 9" a fiaish grade. 4 b) d" of concrete between Mood and earth fill.3. Concrete: ,i � z'gmnr a) The concrete properties shall be as follova: 4 k e S ITEM HIW1 P. STRENGTH Ala Fbi r , x .. Slabs i Footing* 2500 ,,' r All Other 3000 Ili, I "Ro* .?sV w�ss; .- t n; .. DIVIS1001 b � r Y Strees-Srede lumber shall conform to the "Vational ileeign Specifications for Stress-4Gradie Lumber and it* Fastenings" let*' *diti(m. All struct►cralfr aing wombers to be 1500 PSI minimum *Xtrtaw fiber *trans i, i 0 d built -Up awes u y I it *) &Alt -up bogies or joistls formed by a multiple of 2 s members *hs11 be intercorowcted as follows: (1) ftebers 9%" and 1088 is &Wtb, int@Twwil MitA 2 lit rove 20d # 32p" O.C. staggered. ` (2) Member* greater than "" in depth or QuItiple ^ir , �lid ekP�r� y at'edi. wterbolt vl�t,^h diameter ter«Ynls' 1 9r"w... V . C - _ e a k" CONC.TILE ON 90#MINERAL ROOFIN( OVER 30# FELT ON 5/8" PLYWOOD ON PRE—FAB WD. TRUSSES ® 24O.C.MAX.' O 'i' e {{ yf , r r r HURRICANE STRAP TOP OF 13EAM,8'-2' OR 15'-0' —1"x2" P.1 ALUM.DRII 2'X10" FASCIA — 4"CONT.VENT — STUCCO SOFFIT F K. 8"CONC.BLOCK —STUCCO O Sk n ', �" 1' f —2 #5 VERT.REINF. AT 16'-0" MAX. AT CORNERS AND AS SHOWI RECESS SLAB 1 1/2"x8" ® PERIMETER (EXCEPT* GARAGE & WHERE NOTED) Z FINISH FL, EL, +0'-0' 0 FIN.GRADE r ro CLEAN COMPACTED FILL 2500 y : TYPICAL WALL SECTI } y � a pp g- BLOCK WALL. �u �ilNr Pu'e aa`t[ r��„y �� .i 1 �kc �,'s' t METAL LATH & PLASTER STUCCO W/INTEGRAL VAPOR BARRIER OVER 1 /2" PLYWOOD ON ALL 3 SIDES revisions r t✓! ym �; ' b 4e e',%irs a{, , .' �1 iyl. ;.Tk�+�i ,at � '� ,, ., .'�•' F 'M ib�'� a.r(c3 �,¢{?ii,„ ° (µ s h <, s3.. :s , v,.. •. ,:' .. , - W r p lt: aG C55, i. ?. r... , -n ... -,.,. .,++ ;..:. ..1 . -. - , >. , , .. tt�u a�,Gs, } y�.:.ia n`�,.. 5� { s. �, 6}. :; a'. � e „r� fF �x�•'.'�'* i '�;aT "' t'" �xx S.kS � �� �h r}I2r K . „b4"T,a t •'" _ ,+ ,'��j a ^ }'a' ,l^M'g° v� Sr r s "a..1:i ra: ,1,,c: ,,... y{'4„ }jdyu a r^'?ry ii �.:' s Atl:i i7 d I" :h ,� tiz �, r Px ,fig �u %,:� .. ,1' r•' : n v i :.,T:.^).rp t:: a:'r.,w, "a';5.... Y- ^ ' -' :,'�^, R.r n. a *'? r•,A�, u= , { F i � i �, nl P.:. wr !gz.,., 'm,�P r'm m •x :. ..,',� :^.di w�iM `:'�i�'.. rr' e ';�« r a" m^ r12,' . , {. .+ 9 4 �i % �} � :R,?a't;��.'61,r,{„ n`,,4• `' 7 4.„ �' a *b� '«r. r �,:, •s. '.- P �, ,.. :. �. ..,' '� �...� rk , 1 4,4 w s=. a sN I i •lx. i ``.�'.'�'�`'a',7- '" r. M':.. y, +�'.,. - b�. ..:;�� r'?3,.'�; ... ,e�Nrv; , ri- a f� a a �" >3,w{'s:.: h '°a?.-. *.F.,,,r >,�np` x 4d• 4 tr" .S V 'A' :� a ,rPIYv•; �, '��. ♦ � ', ab,�, u r `It. "1ii e� i a u? r t y *_ r I m , w: + a�^ ,'%; S] :: mr „"� 4a t'f I ( m, r >•rn n, 8 r+.�y1 n; ..f.:;,� ..-