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HomeMy WebLinkAboutTreasure Coast Air Park - 9400471-7 PLEASE PRINT_ DO NOT COMPLETE SHADED AREAS- DAF �E[�MI USE BLACK OR -BLUE INK ONLY- T �UIRED 1 V -- NO PROJECfi INI F Init. PROJECT ADDRESS: 9 AIM' 20 at�,j� Sf E PLAN/PROJEC7�NAME_ A SUBDMSION_ ��'F/j Uz �'Dr4'� r r -- n - _ - �l R/� LOT_ BLK . a - p LGAL DESCRIPTION: - L- D -9 OWNER NAME: X ADDRS. I 9, ,AeI IF THE FEE SNPI-IE TIp_EHODER-.p3R6 LISTED • • Z' ..� .. � ADDRESS: c' . .ter. _, ,- - :�;;:�,•=��3 s"�€��'F` ��:K-� Eva ���i.••.ats�� eZ � � i- IDepartment of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING' CONSTRUCTION I FORM 60OA-93 Residential Whole Building Performance Method A CENTRAL 4 5 6 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No, of units covered by this submission 4. If Multifamily, is this a worst case (yes / no) 5. Conditioned floor area (sq. ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) S. Glass type and area: a. Clear glass b. Tint, film or solar screen 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 10. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 11. Ceiling tvpe, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 12. Air distribution system: a. Ducts (insulation + Location) b. Air Handler( Insulation + Location) 13. Cooling system: (Types: central -split, central -single pkg., room unit, PTAC., none) 14. Heating system: (Types: heat pump, elec. strip, net. gas, L.P. gas, room or PTAC, none) 15. Hot water system: (Types: elec., natural gas, solar, L.P. gas, none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) 17. Infiltration practice: 1, 2 or 3 18. HVAC Credits (Type in Letter designation: CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19. EPI (mutt not exceed 100 points) a. Total As -Built points EPI =Total As-Bulltpoints x 100 b. Total Base points To al Base pens hereby care, Iha�f the plans and specifications covered by the calculation are in compliance with the Florida Energy COO, PREPARED BY: I hereby certify the - DATE: l this building is in compliance with the Florida Energy Code. OWNER AGENT: DATE CK 1. NEW f`cel K evcit oQ 2. SjNGLeFtM1Ly 3. 4. V 5. NONf- sq. ft. 6. = ft. 7. ft. Single Pane Double Pane 8a. !(a 3 sq. ft. sq. ft. 8b. -sq. ft. -sq. ft. 9a. R= to 15Z I. ft. 9b. R= 6 %n sq. ft. 9c. R= R/A -sq. ft. 10a-1 R= /A sq. ft. 10a-2 R= 13 I �sq. ft. 10a-3 R= W /A . sq. ft. 10a-4 R= N /4 sq. ft. 10b-1 R=(Z sq. ft. 10b-2 R= 13s 10b-3 R= 10b-4 R= �(./� sq. ft. 11 a. R= I!q,__ I , 39 6 sq. ft. 11 b. R= KZ& sq. ft. 12a. R= W-&-, (condluncond.) 12b. R= _bJZA_ , (cond./uncond.) 13a. Type: 13b. SEER/EER/COP: NZ& 13c. Capacity: k/p. 14a. Type: 14b. HSPF/COP/AFUE: 14c. Capacity: '�j0 G6LJ ON S 15a. Type: f t 7 t - 15b. EF: 16a. A 16b. 17. j r 18. N/4 19. 19a. 19b. Review of plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with section 553.908, F.S. BUILDING OFFICIAL: DATE: _1_ SUMMER CALCULATIONS CLIMATE ZONES 4 5 6 GLASS SINGLE PANE OR DOUBLE PANE SUMMER AREA x SUMMER POINT MOLT, SUMMER POINT MULT. x OVERHANG AS -BUILT = GLASS SUM. PTS .:CLEAR TINTZ .. CLEAR TINT2 FACTOR (6A-1) N 51.0 1 51.5 ' 47.8 43.5 NE 77.2 I -..76.6 71.7 , 63.4 r E 109i2 107.1 102.0 8T'3 SE la 112.9 ".1.10.3 104.1 89A S 100.2 98.3 90.9 78.8 SW - 112.9 1 110.3 104A 89.4 is IN 309.2 107.1 102.0 87.3 N 77.2 76.6 '71.7 634 Hlj 367.7 303.3 324.6 238.1 COND TOTAL BASE I BASE ADJUSTED 15 x FLOOR _ GLASS = ADJUST. x GLASS = GLASS AREA AREA FACTOR SUBTOTAL BASESP 15 n COMPONENT BASE SUMMER AREA x BASE = SUMMER DESCRIPTION p01NT MULT.. POINTS EXTERIOR 1.0 a ADJACENT .7 3 ♦'; LGA-BUILTSSBTOTAL COMPONENT DESCRIPTION AREA SUMMER x POINT MULT. _ @A-2 THRU 6A-6)1 AS -BUILT SUMMER POINTS m u nosrviou BASECEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING A$-BUILTCIUNGAREA EQUALS ACTUAL CEILING SQUARE FOOTAGE. ra INFILTRATION 10.9 USE TOTAL FLOOR AREA OF CONDITIONED SPACE TOTAL COMPONENT SUMMER POINT TOTAL COMPONENT AS -BUILT SUMMER POINTS COOLING BASE COOLING TOTAL BASE BASE TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT SYSTEM SYSTEM x SUMMER COOLING AS -BUILT X LIM X CSM x CCM COOLING MULTIPLIER POINTS POINTS SUM, PTS, 6A•7 6A 8 37 6A•19 POINTS HOT NUMBER BASE BASE WATER SYSTEM OF x HOT WATER = HOT WATER AS -BUILT NUMBER AS•BUIL7 AS -BUILT BEDROOMS MULTIPLIER NOT WATER OF AS•BUILT POINTS x HWM ,x 3527 %d SYSTEM DESC. BEDROOMS HWCM 6 6A-9 6A-20 HOT WATER 'H=HORIZONTAL 1 POINTS (SKYLIGHTS 2 FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 OF AppENDIX USED FOR GLASS WITH SOLAR SCREENS, FILM,' R TINT. C. TINT MULTIPLIERS MAYBE SLAB PERIMETER -31.82 00 RAISED AREA •3A3 LL FOR SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR FOR AISED FLOORS USE AREA OVER UNCONDITIONED SPACE. SUMMER POINT MULTIPLIERS (SPM) CLIMATE ZONES 4 5 6 6A-1 SUMMER nVFRHANr FAnTnR3IRnM FnR SIMrI c nun nnl IRI c DAME r-r AEE OH RATIO .00-.11 .12-.17 .18-.26 -.27-.35 --.36-.46 .47-.57 .58-.70 .71-.83 .84-1.18 1.19-1.72 1.73.2.73 1 2,74+ y 1.00 .94 .91 .87 .83 .79 .75 .72 .69 .62 .56 .50 m 1.00 .94 .91 .85 .79 .72 .68 .63 .58 .50 .40 .36 w o EE 1.00 .95 .92 .85 - .78 .70 .64 .58 .52 .42 .33 .26 1.00 .93 .90 .81 .72 .62 .55 .49 42 33 27 .22 1.00 .91 .87 .77 .67 .57 .50 .45 .39 .32 I.28 .25 g 'To select by Overhang Length, no part of glass shall be more than 8 ft. below the overhang. RAl! WAI 1 SIIMMFR On1MT MI II TIDI ICPC IEDIII FRAME WOOD STEEL g CONCRETE BLOCK' INT. INSULATION EXT. INSU mumNORMAL WT. NOR. WT. I FACE BRICK ,I , ._' LOG :-' R-VALUE 0-6.9 "t111jI`'` 7-10.9 WOOD FIR 2.9 E 61NCH R•VALUE EXT ADJ EXT ADJ :' R•VALUE EXT ADJ EXT .6 y'13'�m R-VALUE EXT 0.6.9 6A 2.2 8.9 2.9 0-2.9 tiM 3-4.9 2.5 .9 2.5 11-18.9 .4 -_ 0-2.9 1.7 7-10.9 2.3 .8 4.1 13 1.4 .7 .7 'i 19-25.9 r v =: `-= 26 & U .2 3-6.9 1.1 11-12.9 1.9 .7 3.0 10 5.6.9 1.0 .6 .3 .1 i°" ? 7 & Un 8 13-18.9 17 .6 2.8 0.9 1 7-10.9 .8 .4 .1 = R-VALUE BLOCK 81NCH 19.25.9 1.0 .3 2.4 08 °: 11.18.9 19-25.9 .4 ,3 0 „ h 0-2.9 ''` 3-6.9 1 .6 R-VALUE iPl!` nls 0-2.9 EXT 1.0 26& U .6 .2 1.3 0.4 .2 .2 7-9.93-6.9 .8 6A-3 DOOR SUMMER POINT MULTIPLIERS SPM) DOOR TYPE EXTERIOR ADJACENT WOOD 7.2 2.4 INSULATED 4.8 1.6 6A-5 FLOOR SUMMER POINT MITI TIPI IFRS /S011i1 6A-4 CEILING SUMMER POINT MITI TIPI IFRS ISPM1 UNDER ATTIC I SINGLE ASSEMBLY CONCRETE DECK ROOF R-VALUE SPM R-VALUE SPM CEILING TYPE 19-21.9 1.1 10-10.9 3.0 R-VALUE DROPPED EXPOSED 22-25.9 .9 -12.9 2.7 10-13.9 3.0 3.3 26-29.9 .7 18.9 2.4 14-20.9 2.0 2.1 30-37.9 .6 25.9 :26 1.8 21 & U 1.4 1.3 38 & U .4 29.9 1.1 SLAB-ON-GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD' POST OR PIER CONSTRUCTION STEM WALL W/ 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 0.9 -5.8 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 6A-6 INFILTRATION SUMMER POINT MULTIPLIERS INFILTRATION PRACTICE SEE TABLE 6A-21 SPM PRACTICE #1 13.8 PRACTICE #2 10.9 PRACTICE #3 7. 6A-8 COOLING SYSTEM Mill TIPI IFRA ICSIII (SPM) 6A-7 DUCT MULTIPLIERS DM R-VALUE RETURN DUCTS IN UNCONDITIONED SPACE RETURN DUCT IN CONDITIONED SPACE SUPPLY DUCTS IN UNCONDITIONED SPACE 4.2-5.9 1.14 1.10 1.07 1.06 6.0-6.6 1.10 6.7 & Up 1.09 SUPPLY DUCTS IN CONDITIONED SPACE' 4.2-5.9 1.10 1,00 1.00 6.0-6.6 1.07 SYSTEM TYPE I COOLING SYSTEM MULTIPLIERS CSM Central Units (SEER) Rating 7.5-7.9 8.0-8.4 8.5-8.8 8.9-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.4 11.5-11.9 12.0-12.4 CSM .45 .43 .40 .38 1 .36 .34 .32 .31 .30 .28 PTAC & Room Units (EER) RaBn 12.5-12.9 13.0-13.4 13.5-13.9 14.0-14.4 14.6-14.9 15.0-15.4 15.5-15.9 16.0-16.4 16.5-16.9 17.0-17.4 17.5 & U _ CSM 7 1 .26 1 .25 1 .24 24 .23 .22 .21 .21 .20 .19 MINIMUMS' CENTRAL UNITS -AIR COOLED IT SYSTEM 10.0 SEER, SINGLE PKG. 9.7 SEER, GROUND WATER HEAT PUMP 11.0 EER. PTAI -SEE TABLE 62 6A-9 HOT WATER MLILTIPI IFRS I14WM1 SYSTEM TYPE HOT WATER MULTIPLIERS HWM Electric Resistance -EF .80-.81 .82-.83 .84-.85 .86-.87 _HWM 1 3879 3785 3695 3609 3527 3411 3302 3200 Natural Gas EF .43-.47 .48-.49 .50-.51 .52-.53 .54.55 .56-.57 .58-.59 .60-.61 .62-.63 .64-.65 & U HWM 2974 2664 2558 2459 2368 2284 2205 2132 2063 1998 LP Gas HWM 3638 3259 3129 3009 2897 2794 1 2697 1 2607 2523 1 2444 938 1 9R7() I FOR MULTIPLIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAISED WOODASSEMBLIE§ SEE SECTION 3.1 OF APPENDIX C. 3 DUCTS IN CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE NECESSARY TO PREVENT CONDENSATION. 3- ffgukuilmlm�o IN =� r�s:T ®i ®f ©i ®G ©i ME REM ®E ®E NEW m® 15x 15 COMPONENT DESCRIPTION BASE WINTER AREA x POINT. MULT.' BASE'- TER - POINTS EXTERIOR 1.1 a ADJACENT 1.8 3 • (UNDER CEILING, A3.BUILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FOOTAGE... ♦' 2 )R SLAB ON GRADE USE PERIMETER LENGTH AROUND CONDITIONED FLOOR FOR RAISED FLOORS USE AREA OVER UNCONDITIONED SPACE. 4.1 USE TOTAL FLOOR AREA OF CONDITIONED SPACE. NT BASE WINTER POINTS T T MP NENT AS-BUILI WINTER POINTS I HEATIMS SYSTEM x WINTER - HEATING SYSTEM MULTIPLIER POINTS POINTS' 1.1 TOTAL AS -BUILT WIN.PTS. AS -BUILT I AS -BUILT x DM x HSM x 6A-16 6A-17 AS -BUILT HCM 6A1B. AS -BUILT = HEATING POINTS B E BASE BASE TOTAL ASBUILT ASBUILT AS -BUILT TOTAL a COOLING + HEATING + HOT WATER BASE COOLING + HEATING + HOT WATER = AS -BUILT o POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS Fro p, 2 From P. EMer oIr P. From P. 2 From P. 2 - Enter on;P.1 L SEE SECTION 1.10F APPENDIX C. TINT MULTIPLIERS MAY BE -e CII rn nD TWIT 'H = HORIZ AL GLASS(SKYLIGHTS) FOR GLASS WITH KNOWN SHADING COEFFICIENT, USED FOR GLASR WITH Snl AA acnCC WINTER POINT MULTIPLIERS (WPM) CLIMATE ZONES .4 5 e 6A-19 WINTER OVERHANG FACTORS OF:- ,:. OH RATIO .18.26 !F,35 1 .36-.46 1 47-.57 1 .58140 1 71-.83 '.84-i,18 1.19-1.72 i173-2.73 1 2.74+ ' SINGLE PANE 1 GLASS N.... 1.00 1103 1.05 1.08 -,. 1.10 1 1.13 1 1.15 1 1.18 1 1.20 -1 1.24 1 1.29 1 1.34 NEINW 1.00 '. 1,07 1.10 1.15 I 11 1.20 1 1.25 1.30 1.35 1:39. 1.50 " 1.59 '1,67: ENV 1.00 ,71 .57 19 20 ' 65 -1.05 -1.48 -2.03 -3.01 '" -406 5:04 m SE/SW 1.00 A3. .90 .80 .68 64 : .39 .22 -.05 -.33 '•71 -101. H- S 1.00 .95 :92 .83 70 : 54 -36 .13 -.13 -70 -.98 -109 g DOUBLE PANE GLASS w N'- 1.00' 105 ° 1.07 1.11 114,. ` 1.18 -1.21 1.24 1.28. 1.34 '. 1.40 1.47._ NE/NW 1.00 :` 1A1= . 1.16 1.24. 1.32 141 -1.48 1,56 1.63 ISO—:' 194 12D8; ENV 1.00 188 .82 .66 ,50 - .51 :.15 -.03 •26 ;' , -.66 -1.10 =1.50' SE/SW 1.00 ' ;95` .92 'A5 .76 -- .65 .54' .41 28:' ' -.01 -.30 :.- -.52 S 1.00 -: .96" .94 '_87 .78-` .65 .51 !33 13'-' -.30 -.51 ..:-.60:. OH LENGTH' Oft. > Ift:' 1'hft. 2fL 3ft.''. 3Y2ft, ,..4%ft. 5%ft t. 15%`' 9'hft. :'.. 14ft. -20fL+.:. 'TO SELECT BY OVERHANG LENGTH, NO PART OF GLASS SHALL BE MORE THAN 8 FT BELOW THE OVERHANG'. I- 6A-11 WALL WINTER POINT MULTIPLIERS WPM FRAME WOOD STEEL ..., _ CONCRETE BLOCK'im I T.INSULATIONEXT.ALUE NORMALWT. FACE BRICK LOG ' IN -69 WOOD FR s 7.0 Ft -VALUE TEXT ADJ EXT A J R-VALUE : IEKT ADJ -109 2.1 R-VALUE =EXT ..0-6.9 6.8 _ 5.3 94 67 .-: 0-29. .0 3.1 1-18.9 1:7 :-. 0-2.9 2.2: 7-10,9 2.5 2.1 .. 4.4 3 . - - 3-4.9 . 3.8 2.3 `9-25.9 1.0 3-6.9 1.2 11-129 '2.0 1.8 3.3 2.6 `: 5-6.9 i:. 9. 1.9 &,U '..6 -7&U ':.9-:. 13-189 1'.8 16 i 3.0 .4 :' 7.10.9 ` .3 bi.5 ALUE BLOCK '.81NCH: 19-25.9 ,1.1: 1.0 12.6 2.2''. 11-1 .9 7' -.5 `i1. -. 0-2.9 3.7 R-VALUE EX '26& U .7; .7 1.4 : 1.2 19.25.9 26&U .8 J .5 ,5 : ": 3-6.9 -:7-9.9 2.6 1.8 = 0-219 3-6.9 1.2 .9:.. 6A-12 DOOR WINTER POINT MULTIPLIERS fWPMI 6A-13 CEILING WINTER POINT MULTIPLIERS WPM y DOOR TYPE -EXTERIOR ADJACENT WOOD 7.6 5.9 INSULATED 5.1 4.0 AAAA CI (HAD WINTFD Dr1INT HAIR TIDI IFDC IWD611 NOER ATTIC SINGLE. ASSEMBLY CONCRETE DECK ROOF R-VALUE WPM. R- VALUE ` WPM CEILING TYPE' 1941.9 1:0 10.10.9 1.8 R-VALUE DROPPED EXPOSED 22.25.9" 1 .9 11-12.9 1.6 10-13.9 12 '13 26-29.9: .7 13-18.9 1.5 14-20.9 .7 :.7 30-37.9 .6' 19-25.9 ":1.1'. 21&U .4- ':3 38&'..0 .4 26-29.9 6 SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE - RAISEDWOODA POST OR PIER STEM WALL w/ UNDER ADJACENT CONSTRUCTION FLOORINSULA71ON ' R-VALUE WPM. -VALUE WPM R-VALUE `WPM "WPM ' WPM 0-2.9 25 m_ 0-2.9 4.0 0-6.9 7.9 1.8 5.3 3-4.9 17 3-4.9 1.8 : 7-10.9 .2.1 .7 . 2.1. 9 24 s i' 5-6.9 1.1 11-189 , 1.5; .5 1.8 6A-15 INFILTRATION WINTER POINT MULTIPLIERS (WPM) 6A-16 DUCT MULTIPLIERS(DM 1 INFILTRATION PRACTICE SEE TABLE6A-21 WPM PRACTICE #1 6.2 PRACTICE#2 4.1 RETURN DUCTS RETURN DUCTS y R-VALUE-.IN UNCONDITIONED SPACE .INCONDITIONED .SPAC I SUPPLY DUCTS IN 4.2-5.9 1.14 1.10' `- UNCONDITIONED SPACE 6.D-6.6 1.10 1.07 ' 6.7 & Up 1.09 1116' i SUPPLY DUCTS IN 42-5.9 £e....,:. - CONDITIONED SPACE' 6.D-6.6 s 6A-17 HEATING SYSTEM MULTIPLIERS HSM I, SY EM TYPE HEATING SYSTEM MULTIPLIERS HSM CeWUnieat POfi)SUnits HSPF. .6.40.6.79 6.80.6.89 6.90.7.39 7.46.7.89 7.90.8.39 8.40.8.89 8.9.9.39 9.4.9.89 HSM .53 .50 .49 .46 .43 1 .41 38 36 HSPF 9.90-10.39 - 10.40-10.89 10,90-11:39 11.40-11.89: 11,90-12.39 12.40&-u - :HSM- .34 .33_- .31 .30: .2.9 -28 - I` COP : 2.50-2.69 2.70.2.89. 2.90-3.09 3,10-3.29 3.30-3.49 3:50�:89 ' 3.90-4.19 Ell Stri .70-3.89 HSM ." .AA - .37 .34 G LP Gas 10 - - - 1.0 See Table 6A-18 r Credi Mul' ier MINIMUMS UNITS -AIR SOURCE SPLITSYSEM6.8 HSPF, SINGLE PKG.B6 HSPF, WATER 8 URCE3.8 COP, GROUND WATER SOURCE 3.4 COP, PTHP SEE TABLES 66 T66.8. SECTION 3110FA PENDIX C.ER ND WOODASSEMBLIESSEE 9DUCTS IN CONDITIONED SPACCEN NEED TO TO PREVENT CONDENSATIONSED TOI BESINSULA EID ONLYOTO THE F 1. 1 -5 ADDITIONAL TABLES 6A-18 HEATING CREDIT MULTIPLIERS HCM i 6A•49 COOLING CREDIT MULTIPLIERS CCM CLIMATE ZONES 4 5 6 TMULTIPLIERS HCM B 5 SYSTEM TYPE HEATING CREDIT Attic Radiant Barrder HCM `.9 `MuPozone' HCM' .9 Natural Gas - AFUE .65.72 .7 -.77 .78-.82 - 8347 .88-.92 .93 & U HCM .61 56 .53 .50 4T 44 LP Gas CM .77 : 172 - _ .67 `'. . - :57 SYSTEM TYPE " COOLING CREDITMULTIPLIERS CCM ei3n fans. _ may be taken for only Lonethese system types concurrently. Crow Ventilation 95` Whole House Fan .95 Multizone 95 Attic Radiant. Barrier.. .95 li tint wetee nnemr uui not ¢oe rmunen SYSTEMTYPE HOT WATERMULTIPLIERS H Air Conditioner PUMP Heat Recovery UnitWith HWCM 2 .58 EF 2. -2. : - .0-3. Dedicated Heat Pump CM .44 .29 25 ' -1' Solar A FhNk1 MUST BEUSED IN CONJUNCTION WITH ALL H CM SEE TABLE 6A-9. EF MEANS ENERGY FACTOR. 1 i o 6A-21 INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST: SEE ECTI • N 606 COMPONENTS SECTION REO . 1MENTSFOR EACH PRACTICE :CHECK' PRACTICE #1 6061 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES. Windows Maximum of 0.34 CFM'per linear foolof operable sash.crack includes slidi " lass doors . Exterior & Adjacent Doors Maximum of 0.5 CFM per . ff. ofdcor area ; solid core Wood>. anel, insulated•or lass doors on i Exterior Joints & Cracks To be caulked asketed weatherstri ed or otherwise sealed.' PRACTICE #2 ` 606.1 i COMPLY WITH #L AND: THE FOLLOWING. Exterior Walls and Floors To late penetrations a aled. Infiltration barrier installed. Soler late/floor:'oint caulked or sealed. Exterior Walls &Ceilin Penetrations, joints and cracks on interior surface caulked sealed or asketed. Ductwork Ductwork in'unconditioned s ace mu tube sealed:: Fireplaces Equipped with outside combustion sit floors' and flue dampers. Exhaust Fans E ui ed with dampers. -Combustion' devices see 606.1.A.2 - PRACTICE #3-'- '606.1 COMPLY WITH PRACTICES#1 AN02 AND THE FOLLOWING: Ceilings Infiltration barrier installed.' -: Interior Walls To enetrations sealed or'oints & cracks on interior walls caulked sealed or "asketed. on Recessee LI Sealed from conditioned &insulated rom attic spaces. Ductwork All ductwork locatedin conditioned space. Combustion Appliances -. Be in unconditioned space (except diect by-products ;to outside. Combustion vent), draw air from unconditioned space, exhaust booking appliances see section 606.1.A.3 3 6A-22 OTHER pRESCRIPTIVEMEASURES must be met or exceeded b all resider 1 i COMPONENTS - SECTION REQUIREMENTS -CHECK Water Heaters 6121 Comply with efficiency requirements in Table 6-11. Switch or clearly marked circuit breaker (electric) or cutoff as mus be rovided, Exter al or built-inheat tra re aired. Swimming Pools & Spas 612.1 .,$pas & heated pools must have covers (except solar heated). Non-commercial pools must have a um timer. Gasspa & ool heate must have a minimum thermal efficient of 78%. ShowerHeads 612.1 Water flow must be restricted to no more than 3 gallons per minute at:80 PSIG. Air'Distribution System 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed,insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics must be insulated to a minimum of R-6. Air handlers shall not be installed in attics unless in mechanical closet. HVAC Controls 607.1 Separate readilyaccessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling& floors R-11. -6- O5/20/95 HI FOLD 30'-0" X 8'-2" DOOR, F DON LEISER Door wind load distribution calculations based on a rigid frame on sides and top capable of supporting the door area wind load. Door wind load calculations meet ASCE 7-88 "Minimum Design Loads for Buildings and Other Structures" for 110 mph wind and exposure C, condition I, windward side, hurricane region, building mean roof height under 15 ft Calculations are limited to Hi -Fold Door Corp. door designed for -Don Leiser, located in FL, quotation no. LEI121951 LPO1, 30 ft 0 in x 8 ft 2 in clear opening. Victor Senft, BSME ov-PI, �i t ,zz � r t , i Y 05/20/95 HI -FOLD 30'-0" X 8%2' .DOOR, FOR DON LEISER ASCE wind load calculations Wind velocity: V = 110• mph Door frame height AFF: H = 9 ft Door clear opening width: W = 30 ft. , Door wind load. area: A = (30 ft) (9 ft) = 270 ft" 2 Importance factor:. I =1.05 Exposure coef.: Kz = 0.80 Velocity pres.: Q = 0.00256 Kz (I) (U) = 0.00256 (0.80) ((110) (1.05)) = 27.3 psf External pres.coef.: GCp =1.0 Internal pres.coef: GCpi = -0.25 Static Ares.: P = Q (GCp - GCpi) = 27.3 psf (1.0 -0,25) = 34.2 psf 2 05/20/95 HI FOLD 30'-0" X 8'-2" DOOR, FOR DON LEISER Center tube load calculations Number of center --rectangular tubes = 3 Wind load distributed to each center rectangular tube = s = 20% each Total wind load distributed to center rectangular tubes = 60% total 2 x 4 x 3/16 A500, GRADE B Distance to center = c = 2 in Moment of -inertia = I = 4.21 ie4 a = (P (s) (M ((W)^?) (c)) / (8 (n) _ (34.2 psf (0.2) (9 ft) ((30 ft)^2) (2 in) (12 in/ft)) / (8 (4.21 in^4)) 39500 psi - max. stress in center rectangular tubes 3. y NOTES '.BPmu fAeffM TO BIRLDING PLANS- r. DATE 8�c17C�.DQ I r *1 ST. LUCIE COUNTY RESIDENTIAL BUILDING PERMIT i PROJECT #: 94- EI DATE ISSUED: 01/31/94 PERMIT #: 94-00471 ,LOCATION ADDRESS: 12371 LEAR,PL SEC: 24 TWNSHP: 37 RNG: 38 SUBDIVISION: TREASURE COAST AIR PARK LOT: 55 BLOCK: 26 FLOOD ZONE/ELEVATION/MAP PAGE: N/A CONTRACTOR: OWNER/BUILDER ADDRESS: SEE BELOW CITY: STATE CERT/REG: N/A OWNER NAME: LEISER, DON ADDRESS: 340 BEACHWAY SW CITY: PALM CITY TAX ID#: 422450100550008 !PHONE:( ) - STATE: ZIP: COUNTY CERT: N/A PHONE:(407)286-3511 STATE: FL ZIP: 34990 PERMIT TO: SQUARE FOOTAGE: 2704 CONSTRUCT SINGLE FAMILY RESIDENCE 2/3 **EXPIRED 9/94-ONLY 25% COMPLETED -NEEDS TO RENEW PERMIT CM 12/94 0SJOWU AMF k ROAD -IMPACT DISTRICT: MAINLAND ZONE: 3 FEE: $584.00 SCHOOL IMPACT: $452.00 RADON: $27.04 BUILDING VALUATION: $113568.00 PERMIT FEE: $260.00 FOR COMMUNITY DEVELOPMENT DIRECTOR ****** I M P O R T A N T WHERE FILL IS -USED, THE PROPERTY OWNERS SHALL BE RESPONSIBLE FOR ASSURING ADEQUATE DRAINAGE SO ADJACENT PROPERTIES WILL NOT BE ADVERSELY AFFECTED. (ST LUCIE COUNTY LAND DEVELOPMENT CODE, SECTION 7.04.01 (D)(3), ADOPTED 6/21/94) f., THIS PERMIT SHALL EXPIRE IF WORK IS NOT AND RECEIVED A SATISFACTORY INSPECTION WITS ISSUANCE, AND EVERY 6 MONTHS THEREAFTER NOT TO; OF ISSUANCE (OWNER/BUILDER 24 MONTHS). REFEF SECTION 11.05.01 A-F, FOR COMPLETE REGULATIONSII FOR INSPECTIONS PLEASE CALL 462-2172 BETWE �j� FOR 0' REQUIRED tw-j-d 1 E6 cli n 0-0 -VEGETATION CHO! 1L-f it4 1:v ra tit0 �l CA EP �-31 01 -iom wl, ENVIRONMENTAL 0- wl:pol 0 E PLAN 0 PLANNING/SIT W�F, 1 F• k `n s zip, !p.,.� CODE ENFORCEMENT, cn :0, o,tv z , '�3 0 USA 'AO 'TAZ H ; , .W." z I 8 0 ro o WATER SUPPLIER -`CH itd tij t1i tp SEWER SUPPLIER Z 1-2 cn 0 co DER C cl).. CERTIFICATION mi FL,DNR (CCCL) 0"" ch 0 FL DOT. 0; at Cl'l rA SLIb'STORMVVATER w bi t1i 1-3 0 mANdk6vE ALT t 0 0 z t SEA TURTLE PROT— tl REQ1 Ilf BP -VALUE tzj PLANS. REVIEW FEE C OF FEE- I - -c; EV ROAD IMPACT FEE 4; oc) ROAD IMPACr. DISMCT - 1 TDI He couh\rx by LnaAal— ROAD -IMPA&, -,i)Me T 'I WES .9.'F ROAD- IMPACT CREbtr- Vic Cb YES NO ALTERNOE DE kLT- DEV- FEE ZONE SCHOOL IMPACT FEE: cy ., SCHOOL IMPACT SCHOOL BOARD APPROVE EfV—fioN YES No CREDIT YEs NO POLICE IMPACT FEE FIRE IMPACT FEE SUB PERMITS - AIR COND M�Q -NING ELECTRIC PLUMBING SCREEN ENCL/FENOE- I'AOOF DRIVEWAY REQUIRED BBL V LOT COVERAGE �1 NOT -REQUIRED tJ IJ LSEAT /-104v"`L,0 T SPLITS 4d s OWNER/BUILDER AFFIDAVIT DISCLOSURE, STATEMENT F.:S. 489.103 (1)EXEMPTIONS State law requires ..construction to be done 'by' licensed :contractors. ' You have applied for a permit under an�exemption to that .law. The exemption allows your as the owner of'your property, to act as your own contractor• even though you 'do;'.not have a license. You must supervise .the construction yourself.. You.inay _ builds or improve f... arm buildings,,,a one-faittily or two-family residence or a commercial -,building -at a cost of under.$25,OQO.00. The building must. be for \your .own occupancy. It . may 'not= be built or improved. for _sale' or lease.•• If you -se or lease more than one building you have built or improved; yourself within one. year after construction is complete,,, the law will resume that .. , presume . , you built or improved` it for. sale or lease;.. -which -e a ,violation .of this exemption. You may not... hire -an ; unlicensed person . as your. contractor., Your construction must be:done�:.accoid ng to'building- codes_ and zoning regulations: It is. -your responsibility to .make sure that people employed', by you have licenses required' by state law and by county or.municipal-licensing ordinances.,_ To qualify for, this. ,exemption-. under . this subsection, an owner - must personally appear and sgn,tle building. permit application. I hereby acknowledge that I have.' read and understand the,above. disclosure,., statement` sand that. I'further.'understand that any violation :of ; the teritis of the owner/builder, ,exemption hall be reported •by the Community'Developiment -Director to the Florida State = Department of Professional'_ Regula % n. Signed and acknowledged 'on this c96> day o' of �y • O. R/BUILDER SIGNATURE - STATE OF JVt COUNTY. OF . T' Tli oregoi.ng • instrument . was ackno 'edge be a me °tliis. da o , by . y per, o ally known _ me or who. has produced who` is ent:ifjxc it onW. .: - SIGNATURE OF NOTARY Type , or Print, .Name of Notary NOTARY PUBLIC Title Commission Number RESIDENTIAL HURRICAME RESISTANT CONSTRUCTION CHECKLIST BUILDING DEPARTMENT:_&'T U0 U IV' N/ PROPERTY ADDRESS: �®.r ST�Vcls I I LEGAL DESCRIPTION: a TYPE OF RESIDENCE t VA t V, PROPERTY.I.D. NO. DESTtGNER:- 9 ez Cr SHQVM CONTRACTOR: LICENSE NO: LICENSE NO.: /zY 1 ONE : _4 A 9 PHONE: OL� .................................................. SECTION DESCRIPTION NOTE 102.1 BUILDING GEOMETRY Rectangle #1: Building Width: 3'2.ft. OK( ] NOTE: Building Length: : ft. OK( I NOTE: L/W Ratio: OK[ NOTE: .Stories: OK[ NOTE: Ceiling Height: .0 If t. OK( NOTE: Eave Height: 1. 4 ft. OK( NOTE: Roof Type: C-rACALM. OK[ NOTE Roof Slope: OK[ I NOTE: Overhang: in. OK[ ] NOTE: Rake: in. OK[ ] NOTE: Rectangle #2: Width: ft. OK[ NOTE: Length: R eev ft. OK[ NOTE: L/W Ratio: OK[ NOTE: Stories: 1 OK( I NOTE: Ceiling Height N:ft. OK[ ] NOTE: Hurricane Resistant Construction Page 1 i t I 0, Eave Height: 0 f t OK[ ] NOTE: Roo f Type: GARL-f— OK ( ] NOTE: Roof Slope: ,7 � OK[ ] NOTE: Overhang: in. OK[ ] NOTE: Rake: ►2r in. OK[ ] NOTE: 0 Hurricane Resistant Construction Page 2 K' 1 102.2 FOUNDATIONS 102.2.1 Foundation Type: OK[] NOTE: 102.2.2 Height Above Grade: n OK[] NOTE: 102.2.3-.5 Flood Zone: OK[] NOTE: 104.3 WIND SPEED: It v mph 201 MASONRY EXTERIOR 202.1.1 WALLS OK[] NOTE:_ Concrete Masonry Units6"[] OK[] NOTE: 8 " [ ] OK[] NOTE: Clay Masonry Units: 6"[] OK[] NOTE: 202.1.4 Concrete strength:> OK[] NOTE: 2,500 psi OK[] NOTE: '202.2.4 9 gage joint reinforcement OK[] NOTE: 202.3.1 #5 Grade 40 Reinforcing OK[] NOTE: Steel 202.3.3 Splices: #5 bars: 25 in. min. #7 bars: 35 in. mina 203 FOUNDATIONS 203.2.1 Footing depth:, in. OK[] NOTE:_ Table 203A Foundation width: in. OK[] NOTE: - Table 203A Footing width: in. OK[] NOTE: - Table 203A Footing height: in. OK[] NOTE:_ Table 203A Reinforcement: 2 #5bars OK[] NOTE:_ 203.3 Footing dowels OK[] NOTE:_ 2 04 -__ _ FLOOR SYSTEMS 204.1.1 _ Slab -on -grade thickness: OK[] NOTE:_ Figures 204A-C in. OK[] NOTE:_ 205.2.1 Suspended slab OK[] NOTE:_ 204.3.1 connections: OK[] NOTE:_ 204.3.2 Bond beam OK[] NOTE:_ 204.3.3 Floor joists: Group II OK[] NOTE:_ 204.3.4 species OK[] NOTE:_ 204.3.5 Floor trusses: TPI OK[] NOTE:_ Hurricane Resistant Construction Page 3 204.3.6 `" Floor sheathing grade: _ OK [ ] NOTE: 204.3.7 Framing spacing: — in. ox. OK [ ] NOTE: Blocking: OK [ ] NOTE: Table 204E Fastening: OK [ ] NOTE: Ledger size: OK [ ] NOTE: Table 204G; species: OK [ ] NOTE: Table 204H Bolt diameter.. in. OK [ ] NOTE: Spacing- in. Floor diaphragm @ sidewalls Floor diaphragm @ endwalls 205.1 MASONRY WALLS Wall thickness in. OK [ ] NOTE: Bond beam type: OK [ ] NOTE: size: OK [ ] NOTE: reinforcement: _ OK [ ] NOTE: Corner reinforcement: OK [ ] NOTE: Opening reinforcement: _ OK [ ] NOTE: Vert. reinforcement: _ ft. OK [ ] NOTE: 205.4 CONT. MASONRY Table 205F&G GABLES OK [ ] NOTE: Reinforcement: _ #6 bare OK [ ] NOTE: 205.4.4 Reinforcement: OK [ ] NOTE: 206.4.E Pressure treated nailer OK [ ] NOTE: 206.6 Ceiling diaphragm Table 205H SHEARWALLS OK [ ] NOTE: - Table 205J Length @ endwallx _ ft. OK [ ] NOTE: 205.5.2 Length @ sidewalls: _ it. OK [ ] NOTE: 205.5.3 - Segments: OK [ ] NOTE: 205.5.4 - Openings: OK [ ] NOTE: 206.6.E Arrangement: OK [ ] NOTE: 205.6 Reinforcement: OK [ ] NOTE: 205.7 Interior Shearwalls: OK [ ] NOTE: Continuity of reinforcement: 205.8 1,1NTE a OVER Table 206P1 OPENINGS OK [ ] NOTE: Hurricane Resistant Construction Table 206P2, ' } Gravity toed rating - 1 OK [ ] NOTE: Table 20in story OK [ ] NOTE: Gravity load rating - woad 20&11 floor OK [ ] NOTE: Tables 206E Gravity load rating - hollawcore OK [ ] NOTE: BOND BEAMS' OK [ ] NOTE: Perimeter @floors and OK [ l NOTE: roof Clear span c gmitY . Max spaw Height: No. of #8 bers: _ 206 G DIAPHRAGMS Full height gable endwaU? OK [ l NOTM [ ] OK [ ] NOTE: Gypsum wallboard OK [ ] NOTE, diaphragm [ l OK [ ] NOTE, Thickness: hL OK [ ] NOTES No furring: I ] Nailing @ 7- o w OK [ ] NOTE [ ] OK [ ] NOTE Plywood diaphragm [ ] OK [ ] NOTE BIOCWM•[ ] OK [ ] NOTE Spy _ OK [ ] NOTE Shear capedtyr: pif OK [ ] NOTE Thicinemc in. OK [ ] NOTE Length; _, R Nails: [ ]Sd [ ] 10d -� Nod speak _ m 207 MWF SYSTEMS Elip [ '] Gable [ ] 207.1.1 Group spedes rafter: [ 207.1.3 Railer _in. ox- 207.L4 r ridge board: [ l 201.2.1 Collar beam: [ ] Hurricane Resistant Canstrnetion OK [ ] NOT: OK[ ] NOT OK [ ] NOT OK[ ] NOT OK [ ] NOT OK [ l NOT KC%W u 207.3.1 TPI Truss Franm OK E I NOTE: ROOF SHEATEIINQ OK ( I NOTE: Panel type: OK ( I NOTE: Perpendicular to framing: OK. [ NOTE: OK NOTE: End joints staggered: OK NOTE: Nan type - zone L OK NOTE: NaH spacing - zone Lin o-m OK NOTE, Nail type - zone 2: OK NOTE: Nail, spacing - zone tin oc. Table 207C Nail type - zone 3: Ox [ NOTE: Nail spacing - zone 33n oA OK [ NOTE: Table 207D ROOF DIAPEIHAGM OK [ NOTE: Shear capacity @ OK E I NOTE: sidewalls: Of Table 207E A*ntment OK [ ] NOTE: Shear CipdidtY @ OK E I NOTE: endwalls: Of OK L I NOTE: Mustment &Ctcr- OK [ NOTE: 207.6 WIND UPLIFT LOADS OK [ NOTE: Roof & eesling dead joedba. OR NOTE: Eave height adjustment OK NOTE: 207.&2 factor: OK NOTE: Endzone Iced: Wrafter. OK NOTE: W/5 zone load:- Umftar 'OK [ NOTE: Lateral load:- Mbe OK [ l NOTE: Connector uplift ,capacity: 207.&S Connector lateral capacity: -OK I NOTE; OK NOTE' Bolted top plate 207.6.4 IX bolts @ in. oc. OK NOTE -51mi 28 X in. OK NOTE Grade'& species Table 207J CNT. GABLE 'OKA[ NOTE ENDWALL bK NOTE P.T. nailer. OK NOTE 1/r bolts @'6 ft. o-C.: GABLE TRUSS. ENDWALL Hurricane Resistant Construction Page 0 I • Direct masonry • connection: Top plate connection: HIP ROOF TRUSSES Enctack uplift load. Hipjack uplift load: #1 hip truss load- 208 OPEN STRUCTURES Attached'3 sides open: OK[ ] 208.2.1 y < L/2: a OK Y > L12: OK 1 208.2.2 Max. ceiling height 10' OK Table 208A Additional uplift load.- — OK Additional gravity loa&- OK Figure 208B Comer columns: OK Inter. columns: OK Reinforcement @ OK juncture: OK 208.3 Attached 1 or 2 sides OK Table 208C open: OK Figure 208D Additional uplift loads.- OK Comer columns: OK Inter. columns: OK 208.4 Reinforcement @ OK Table 208E juncture: [ I Unattached OK all ,sides open: OK Figure 208F Uplift loads: OK C I Gravity loads: OK [ 209.1 Comer columns: OK 209.2 Inter. columns: OK Table 209A —Stucco: OK Brick Veneer: Metal tie gap: Tie spacing. CHAPTER 3 WOOD -FRAMED EXT. WALLS FOUNDATIONS 303.1.1 Foundation Type: OK(11 303.2.2 Height Above Grade:' OK[]1 Hurricane Resistant ConstructioA Page 7 I r. 102.2.2 , Flood Zone: 102.2.3-.5 OK [ ] NOTE: e. 308.1.2 Concrete Masonry UnW. ] 303.1.E Concrete'strength: > 303.1.8.5 2,500 psi 303.1.5 9 gage joint reinforcement 303.2.2 #5 Grade 40 Reinforcing Steel Splices: #6 bars: 25 in. min. #7 bars: 35 in. min. STEMWALL 303.2.1.1 FOUNDATIONS Footing width: in. Footing height: in. '303.3.2 Horiz. Reinforcement: 2 303.2.2 #5 bare Vert. Reinforcement o.c. 303.2.3 Bond beam: Bond beam reinforcing: _ 303.2.E Sill plate: 1/2" anchor bolts: _ in. ox, Table 303D Holddown connectors: SLAB -ON -GRADE Figure 303E FOUNDATION 303.4 Footingthickness: in. 303.4.1 Footing width: in. Table 303G Slab -on -grade thickness: 303.4.5 -. WOOD PILES 304.1.2 Designed by 304.1.3 engineer/architect Uplift on girders 304.2.1 Connections 304.2.2 CONCRETE FLOORS 304.2.3 6 X 6 #10 wire mesh: [ ] 304.2.4 Dbl. layer of wire mesh @ Hurricane Resistant Construction OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK (] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE:, OK [ ] NOTE:, OK [ ] NOTE:, OK [ ] NOTE:, OK [ ] NOTE:, OK (] NOTE: OK [ ] NOTE:. OK [ ] NOTE:, OK [ ] NOTE:, OK [ ] NOTE:-. OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: Page 8 304.2.6. e,. 304.2.7 Table 304B j 305 i i Table 305B Table 305A 305.2.2 Figure 305K SBG 1707.3 Table 305C Table 305F1 Table 305E Table 307A Table 305F2 Table 305E 305.3.7 Table 305L 305.4 305.4.2 a edge OK [ ] NOTE: I WOOD FLOORS OK [ ] NOTE: Floor joists: Group H species OK [ l NOTE: Floor trusses: TPI Floor sheathing grade: _ Framing spacing. _ in. o.c. - Blocking. Fastening. FLOOR DIAPHRAGMS Shear capacity required: plf WOOD -FRAMED WALLS Studs OK [ ] NOTE: Length: A ft. OK [ ] NOTE. Spacing, a in. o.c. OK [ ] NOTE: Size: 2 q t e� OK [ ] NOTE: Fb required: J &VO OK [ l NOTE: Species and grade.. 5e`f"•'` 3 OK [ ] NOTE: Full -height gable endwall: `gyp• . OK [ l NOTE: OK { ] NOTE: Ceiling diaphragm [ Vr OK [ ] NOTE: Header beam sizing'27,Kl V OK [ ] NOTE: No. of header studs 1 2 WIND UPLIFT LOADS Roof & ceiling d l ! ita OK [ ] NOTE: Sheathing uplift capacityplf,2170K [ ] NOTE: Eave height adjustment OK [ ] NOTE: factor: - 04 A 6 OK [ 1. NOTE: End one load: IZI lb/stud OK [ ] NOTE: Endzone load- + lb/rafter OK [ ] NOTE: W/5 zone load:+"° � b/stud OK [ ] NOTE: W/5 zone load:lb/rafter OK [ ] NOTE: ® Uplift @gable endwH]lstdid OK [ ] NOTE: Nailing: 1,0 d @ 46 OK [ ] NOTE: in. & 11 in. OK [ l NOTE: No. of 16d nails/splice: No. of 1/2""bolts/splice: EXTERIOR SHEARWALLS OK [ ] NOTE: Hurricane Resistant Construction Page 9 r Table 305Py Corners sheathed @ 3 ft•: OK [ l NOTE: ' [ °`1 OK [ ] NOTE: Table 305N 9>.- rl B Openings: ; q' ® OK [ ] NOTE: Sidewall length: = �e ` OK [ ) NOTE: /W OK [ ] NOTE: Table 305P Shear capacity req.•AUlf OK [ ] NOTE: Sheathing material: OK [ . l NOTE: Sheathing thickness: 213im OK [ ] NOTE: Table 605N Material capacity: ILO plf OK [ ] NOTE: Endwall length: �9® OK [ ] NOTE: Shear capacity req.:3_ ( plf OK [ ] NOTE: Sheathing materiaL• f V & P) OK [) NOTE: 305.5 Sheathing thickness /din. OK [ ] NOTE: Table 305P Material capacity: if OK [ l NOTE: Endwall length: _12 /W OK [ ] NOTE: Interior shearwalls: W/d- OK [ l NOTE: Holddown connectors ( , 0 Single -aided shear wall.• 10 x S6T+.Q, 4 P A17 Double -sided shear wall: 5�' 4 �0S&�� 20 X A 306 CEILINGS 306.2.1 Ceiling joists TVo S OK [ l NOTE: 306.1.2 Ceiling diaphragm M/%2, (t.yOK [ ] NOTE: required? OK [ ] NOTE: 306.3.1 Blocking•. t DB' OK [ ] NOTE: Gypsum diaphragm OK [ ] NOTE: 306.3.2 material•.. OK [ ] NOTE: Table 306A Nailing: OK [ ] NOTE: Plywood dduphram . OK [ l NOTE: _ material. ,� OK [ ] NOTE: 306.4 - Diaphragm length: L2e ft. OK [ ] NOTE: Table 306G Nailing @ chords & OK [ ] NOTE: blockuig: ,#e 41 Nailing @ chord splice: ad, 9 it,0, C, Alt. diaphram materiaL• Endwall connectors: 307 V ROOF SYSTEMS Hip [ l Gable [ OK [ ] NOTE: Hurricane Resistant Construction Page 10 307.1 - Group species rafter. [ OK [ ] NOTE: 4 ` ]II [ ]III OK [ ] NOTE: 307.1.3 Ratter spacing: _ in. o.a OK [ ] NOTE: . 307.1.4 2- ridge board: [ ] OK [ ] NOTE: 307S.1 Collar beam: [ ] OK [ ] NOTE: O H 307.3 TPI Truss Framing- ['V OK [ l NOTE: Bracing: Gam] 307.4.1 ROOF SHEATHING OK [ ] NOTE: Panel type:__ OK [ ] NOTE: Perpendicular to fuming: OK [ ] NOTE: 307.4.2 [ OK [ ] NOTE: End joints staggered: (WI.. OK [ ] NOTE: Nail type - zone 1• , OK [ ] NOTE: Nall spacing - zone lxn o.c. ( OK [ ] NOTE: Nail type - zone 2• f OK [ ] NOTE: Nail spacing - zone 2xn o.a( OK [ ] NOTE: Nail type - zone 3• OK [ ] NOTE: Table 307H Nail spacing - zone 33n o.c. OK [ ] NOTE: ROOF DIAPHRAGM a, Shear capacity. - Hurricane Resistant Constriction Page 11 308 •. Table 308A OPEN STRUCTLTRES Attached 3 sides open: [ ] Structure width. & Column spacing: _ & o.c. Column size: _ Fb Wood grade & size. Attached 1 or 2 sides open: [ ] Structure width: ii. Column spacing: _ & o.c. Column size: _ Fb Wood grade & size: Column embedment: _ in.. Uplift loads: BWOOL OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE' OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: OK [ ] NOTE: -OK [ ] NOTE: OK [ ] NOTE: Hurricane Resistant Construction Page 12 r 4 i- 1 • W � k Plan reviewed bar Approved: [ ] Date:' i' Date: Signature: Rejected: [ ] Date: 1 Hurricane Resistant Construction Page 13 V STATR Opt F.LORIDA. PERMIT # � 7� DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES DATE PAID Z 5 ? ONSITE SEWAGE DISPOSAL SYSTEM FEE PAID $ CONSTRUCTION PERMIT RECEIPT -2 1 Authority: Chapter 381, FS & Chapter 1OD-6, FAC CONSTRUCTION PERMIT FOR: [] New System [ ] Existing System [ ] Holding Tank ' [ -] Temporary/Experimental [ ] Repair [ ] Abandonment [ ].Other(Specify) APPLICANT: A-41 AGENT: d •- - 0 _ LOT: P J BLOCK: SUBDIVISION: LN L/ d"• �0A F PROPERTY ID #: [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS -OF CHAPTER 1OD-6, FAC REPAIR PERMITS AND HOLDING TANK P.,ERMITS EXPIRE 90 DAYS FROM, THE DATE OF ISSUE. ALL OTHER PERMITS_ EXPIRE ONE YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIIFICATIONS T ( /"�] [GALLONS / GPD]®SEPTIC TANK/AEROB C iJiL,,CAEACIY MULTI—CHAMBERED/IN SERIES: [J/ A,.[,,, ] [GALLONS / GPD] CAPACITY MULTI.—CHAMBERED/IN-SERIES:[ ] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM -CAPACITY SINGLE TANK: 12.50 GALLONS] K ( ] GALLONS PER DOSE DOSING TANK CAPACITY DOSE RATE [ ] PER 24 HRS -NO. OF PUMPS:,.[ ] D R A I N F I E L D 0 T H E R [� ]SQUARE FEET PRIMARY DRAINFIELD` STEM ] SQUARE FEET SYSTEM TYPE SYSTEM: [ J STANDARD 6t] FILLED [Lf] MOUND 1 ]- CONFIGURATION: ( ] TRENCH [ rp,] ., BED [per ] ") i�d1 A IuY! �' LOCATION OF BENCHMARK: C-,Uq , ELEVATION OF PROPOSED't SYSTEM SITE ,3 ] [INCHES/F-T]--[,'1BG.Va/BELOW] BENCHMARK/•REFERENC-i-�.Poja-T BOTTOM OF DRAINFIELD TO BE [ ' ] [ INCHES/ .T+� JAyBOVE/1311 j ,B/E�NCHMARK/REFERENCE RO.INT FILL REQUIRED: [ ] I-NGRES EXCAVATION REQUIRED. - [ 0 ]• INCHES 14A,-f rME,d,� f- ;,jQ� r OL-r--. c C,e/ di-77o - 4-o k SPECIFICATIONS BY: TITLE: APPROVED BY: / �� TITLE: DATE ISSUED,(. lucre nt ApProve Y , Health Unit . HRS-H form 4016,• Mar 92 (Obsoletes previous editions which may.nobe t .used)_ ('Stock Number: 5744-001-4016-0) APPLICANT CPHU EXPIRATION DATE Page. 1 of 2 INSTRUCTIONS: x a y PERMIT NUMBER: Permit tracking numberassiggned by CPHU. APPLICATION FOR: Check: type of permit, if "Other" specify type in bl;mL. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS:- P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character id number for property. (CPHU may require property appraiser ID # or section/township/range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter IOD-6, FAC. DRAINEIELD: Minimum specifications from Chapter 1013-6, FAC. GT"rIER: Other specifications, such as operating perrnit requirements, low -volume flush toilets, varisrce provisos. �PEC'IFICAT;IONS LY- Namc of indi-iuual providing s ucificaticsrs. If designed by a registered engineer must be sealed.' �. P;, WED BY: C.sun.} Pubi . IIcalti. Unit (CPI'kJ) pLrsonr.zl reviewing and approving Perim S'�11EI XPir.ATIG.14 DATE. one. s,,v,, from date issuedif system has not been installed. Permits for system rep -air"" becomc void 10 days from the date C tow .. r. Vcrnirvi.. - 1 - - •. •••.••ar i..•..i.� .. vvn i") /./ J ]VUl�l reca¢ral ril9tIWI&y ERTI 9b°3221" W. UN THE CENTERLINE OF LEAK ROAD. StUdCt, Florida 340)0I5 ii i Sheet One o� Orie,, � ` I N-c 4"Ftr3 tNsvGa�eci 0 r'WA5�4emcz 0L.Y vWtSPLI `C vtAGI S Im i'04 ADDtilo[v �. of W M. 3`- a r 51.a . i2-Ojn 3G�Oer Z41' It it "/._ ..�.._,._.�..-....w_. ,._.._, ,..,..,._._..-..., ...____ ..__, i ICY D , a i 1 ! • ti AD Cyr� rf r-0 breezeway � a q ` ntrance vestibule I ! � 1 awa.r Cr wh i ter• ij9fr Prat F "'�' t..,. i «+�- t p� a' Y>. �. ,.. N 0 0 0 y a W W LL Q U a v o Z a S N g V H ° Q z o = ¢ Uj Z 00 a N Ym m Y 0 m O W Z Y O 3 U ¢ C W a ¢ x a � U a REVISIONS SHEET NO. l E der side C o. OY f OD N CO cy N I ,F 0 V Q v w ti y� N ~ mr Q Q ,v m O O cc W m Y T in n m w Z x O 3 ¢ a a Q - m o = a REV ISIG-^*.S= E H E E T ;40*0I:. �200r` F' fa A r^ t o c, C. DOUl.-�Lf- TOP QWM-) R _ _ _R A � UEeoEQ STunh r10 N;� j �u tti�o�ri II I I II i j` ttt II li II Yyptce" REq,,tr ea HG wuLL LLLLNGTK JYvD� N A typical framing & connections t,-%r ^parings GGvr4N7=.4"i1 [�Al rG g:CP'1 L t2.R''. kY4c4 Er,+r.) c=E NPhf�Er.d AT PtoCDL-Ttor-j TO W&L..I_ "*-TUO-"7 (.)F'L.I r-1 co,n� ctaRSJ H`o 0G. E: tPU &L) tZ,0-qu) ,2 f:r.t2 IOd COMMOf4 • C )302D SptICE Ptd NAILS wNE(Lk- i2EfivIG• IZ"O,G ALL T2u55�s r )--•- ftODF TRUSS /-PAN& J AT PANtI OINTS F \ \—CnUNG D4W IMGM� a 0"040AC4 CORD (uoT C&CIlwous) Plywood ceilling diapkraqllrri p rp nlcul,ar tc) rldq attachment t +sdd gall ROOF 1*I2 VS SAS )0 al COMMOM at, O.C, CHO2l> 5?0ce wws¢eP..E#o , VDII>',"2AGM� e % �� DIAPMR.Af,M.� PONdI_ CNoQp CiiOQ o �' E*+0 dP MQ-.E.S c` PLY.. 9- � �' 1211o,C, s$ 1 l to ridge attachment to 9<able, end v,4all at har. iJ h��? gableends b4allon fr,�a° ed typic—,"'l wall Connect typical wall connections, or approved e4 continuous load path provided by timbe connectors from rafters to foundation. a 00 � Ln N tlj ILL Uj zr6 pj N V t` v by N E�.YwoOu a 0 z �` 71 N U (2n- z �2,4X1o" c+hi. 0 ,c9. 97aGaf�. G ~ .Y�triT S I fkJO (Z Q�}?�IING } L r 7 1j 00' WIDE RUNWAY ­J b COE, f=� $ r1.88041'50"E: 269.99 (P) (�l� 30 DRAiNpGE ea�ErtieN?-'f ExtS(INCr al7ua i` — _ � � �(Wt,�feR�,,.rfG'EArer�.4>>✓Y:�6,�' ( U 3 cro'-TA Xt. Jar - F _ f N WTI' 55 i00 rrlt N, / �1 f PROPOSED HANGAR/GARAGE � ` e � lti�P �� v t OI \ Q -r- ^eaNftrA x jJ 'OSED 2 ty L=102.86',A=69019'58",R=86.00'(C.)^y/ I2' �U6 lG ' UTILI-ry EASFAA@Nj LC)IF 5S PROPERTY DESCRIPTION ! , � I . ',, T REASURE COAST AIRPARK. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 26, PAGE 18C, PUBLIC RECORDS OF ST. LUCIE COUNTY . FLORIDA. k f �G � .� GDt4:suJG A'Ct�i3 t�c�. t"a:., ins rJt N 0 Z rn In IT m N 1h yi-` (n 1 NFL✓ N,• 1 I a C) LU J CENTERLINE OF SKYKING DRIVE �hS��F NY J. PLAN 7Gt78q.72)2 3Y.ri 1,7G#16 ACrZ&5 No�E, i >=.xt57lnG t..EV4T( Q A121--9uc�,wNaS ';�O,Q, O(L AS "p. 49V a2..r. raPyE.N IN 1rSUokMEAN `Ct�fA I-SVIFL-(,/\IGVO l`le49)° SU2,,iEC.; P20?E2"CY LIES IN FLOOD ZONE- fb" 4GCott.>�treGTo F.LZ,M,,Fa2-`r,LUCIE(ZoCry, pjB►c2tNtSS '5WOWN h20- RE" i\VE 7b A 59A(ZIA44, N, OC?a'21 N N Lul �F x yi 0-1 0 ell t Co 0�y LT 0 4l CL LIJ U z ' Ar�PtZoJt:C� �i�rslrtG�4Ss(�i'Z5�}-._.___. „�- PO�/ T`r�-v5'5 G0NN YG29 `. P�� EN�it•, ��,� i' AGH tVfl $ _TVU5`3 Vo '(off (i(,bTlr SIMPSodN HI 1 1 ; 00 Y g:QN-r, Q21 P F9GE G" f i �Etz 4 LAa 3 t7► -A 1Nov.A',IaN 1CR-19) ALUM. GOVE2EC� 1/2" �yP• gran„ r A5cr, I A-GUrv7, 2, o„ CON (. WC,00 CiCiN% V ANTI LA9 1 _ .—.---__._.—_-' I G" O. C. I1 PLe�c- S-tAc.�ea 5/6" CRLrNoaa) Tf—�KTLAZE — - JOIN ts ! 1•11 CON T. EXT, W bl_L.'s I/2" G�(c' t)i2D, a 1cn o, C. w/ I I.160 LA T kcN �I r Q-)RT. W0 4" . O'LA(p: f/Qkk 1150LY5 NN) SToNDACD WA9�i1r.2S CE k3EU ro"MINI Go2NP_fLry t t-o" O.C. STvV OPLi T Cori NECTOQ$ Ar- i-i 'a?JO F02-�OM ExT. �N A I.L S I N TO Fao I riG '3' f/ 4DD1 jiON k.. i4`�t2 - ✓1 of W. M. S'-O" or- �jLA S � fill. I1. el. = 31.75' Flit - I 11fiSQUE�.W CtcI, 0 uCrtAF� e. 'Jtir) CHD12S cam? _'�—I typical section 3/4"=1'-0" Spot tnF:"CAL, �."'ee.BltNGipi.+.hTGH 5fll°Pt'( I" f _ - Q' X IrZ t 14MD ua 5IM17-t%0FF' - I ('„Gil iw)h?'��•'7 y�,kid "SI so rgd? 4 S n-r !4 i 1> l 1sr 2"x IQ! To ror' i pl�-jc R� 'fi,:6l°15 _I breezeway r section A. 3/4"=1'-0" a _k Jantrance'�l Iq I , vestibule i lea i J s .k >fI eq breezeway � N v (V { i 5 o ° ,� � Lei n'iiast r bedroom ° -s I �I Mail ; oS. i C El EI F q �— dryer `n EIS `it ` a IZV v r > I " / n a � laundry E 1 i closet root line Over (typ.p 12'- Gil Co'-G" 1-�" iJp►.)- ::5 t Ar4lNG W ALL t 1 � k „ _ 0 - ------ — L I aJ r: ,,fit _.. __—_— f Trc jANr< �,c:NnrEe." tt (S h -- -- - _. ---- -- t t Z p '� , c � _ Y I � Ili a �i V 7 R. \'� (\1� v n. -- . KIYCi{EN IvitSuowGf2, ,A i t - _ - - --- ------ L- - ---- «y. 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W lod EA, 'O \QF_ _ Ict. r1A Qc;oF m, S<V TQ 5qV.-ItcC TANK n Lon 4 4:owNRG.r owh � Ovta.WtAD-t�C!".. _ s yw �`i 55 ij 00 a >n l { r i ., ► E k� C', 1 � 1 �;.�_... floor plan 1/4"=,r-0" (IIQ.it.. 1i3l,`.�`3.i rxLeAC.E; i,')9ro5,F) 'r -_fi _. , 20"K ir"2-"Monlr.k rz�kc C,014C, FF-T43,w//29$5 r_0P.-' 'Cut - I ' JoiN i tt `C,r € coNc�E•ttir w/each,/fQr<ia fy W let- m`•ti ie 4!AA 01-4 V I 5y') 5 E N � • Q { _.. �--- �.�+:,. 1~M�G.,ic-.iz.ae=�( oV eic. C"i.�mN � � ,, �ON�yfJ Ciir$cx+ \� Pir. �j �t ( N0TM; _ E�S r11c t . t�"nnir.l,Al"�,fE i -4I q LV i �oundaticlln plan C ON C 2@Te', >-A i ". Ge7nn 1° IX S 14?k} 5TQ1n N Cv "T H N a-r L65%'YUAN '115CX-a Cie 1 °1f t7ay m a " o 1 00 i m N N m H o N e W W LL w F � Q a 0 o = 0 a o Ir w o v o Z a o a' = Cr LQa Z a " LU Cr cif U. 00 I�. 4 Uj Ij 4�1.«y9 r Li.1 .� I`:L , LLJ ....i Z 0 Y > m m o m O w LLI 0 Z Y O U ¢ w a (r x a U Q o lit Z ) L)a ku 1� CC CL CL ` w J F ipyr�.�a N `U H i ki-VISIONS SHEET NO. A. J"t0. !6 I i m6nsrfawK�'m�-. . �asmmmN.v�« ::�,.<.'vwr�mt!r..mx••�.mmvmne' _... � ;`+a+a^R�'^,+sc swm�. residence I I ' I I garage side qt s a,3',I"(3040 k4A ,C-r— c'jIGiZS=SS residence breezeway _ l 6M4»'i2(,,"4yyGfiSS 1 V N F.P L. residence NsEm garage side hanger side electric Calculati .,,ns: 1,396 sq. ft. @ 3 Volt Amperes oer sq. ft. = 4,188 Volt Amps 4,188 Volt Amps divided by 120 = 34.9 requiring three 15 Amps. 2 wire or two 20 Amps. 2 wire Circuits. Small Appliance Load = two 2 wire 20 Amp. Circuits Laundry Load = one 2 wire 20 Amp. Circuits General Lighting = 4,500 Volt Amps. Small Appliances = 3 000 " Laundry = 1,500 " " Total = 9,000 Volt Amps. 3,000 Volt Amps @ 100% = 3,000 Volt Amps. 9,000 - 3,000 Volt Amps = 6,000 @ 35% = 2L100 Volt Amps. Net General Lighting1 & Small. Appliances = 5,100 Volt Amps. Range = 10,500 " Dryer = 5,500 " Dishwasher = 4,000 " Water Heater = 4,000 " Water Pump Motor - Residence Water Suppy = 41000 " 33,100 Volt Amps. 33,100 Volt Amperesdi,.ic?:' _240Volts = 138 Amps. Neutral: Lights & Small Al,' -ces = 5,100 Volt Amps. Range @ 10,500 @ 7i,a. = 7,350 " " Dryer @ 5,500 @ 70% = 3,850 " Dishwasher 4,000 @ 70% = 2,800 " Hot Water Ileater @ 70% = " Total = 7 Vnll Am m rn N I 0)CO 1 m N cD N OD N N w O V W }j J LL * > _r h J �i a } O $ fi` M o ,w Z m R�' m m n N UJ cc . 0 Cc T� < a. -j LO to a_}_ U. M CO Z LAJ 0 D t i� 0 -j LU iIJ f I i Z 10 i0 > m m w m � Z Y O 3 U a a w a ¢ = a o U a peres 21,900 Amps. divided by 240 Volts 9 . Service: 2 #2/0 & 1 #1/0 in 2" conduit or 3 H.''0 in 2" coed. Ground : 1 #4 in 3/4" conduit connected to concrete footing Z q* — --- reinforcinq as per code c- ifirm V 0) 4-; w 0 ao w - E:lecaric nets: � CODE 0 i OGAL ',.0 DE-S, FUt tkE J4--4 lh►". AIL "ar�G4� rzieE a. (nb/'2"1vv, -- > " I`5oAf-A Ny15o vt2N15�1 tNGa`.> 1.E �t�Auh+t7 �p '' N lSce7MNeG,� A ^s i'', y.'2. F �. V t,."r' C t I-ZC V I-r I W-rF- 0-t? rf' '< r. c r aUj t(Zpnn l F�%bG f>d`C4t�5��17C1�1tn+It-AUNOIc,�` ✓, o hike-1 eiNAiRFCOVE, REVISIONS: 3 >f 1/0 Iu "00n►au1~r - GeovNV'3 4- lu 9/4''c©tea, ro Foo CA l 5p�.cz Lf P 1,Q 3C/2 � � �-�t_ q� Gooe Cco n+Fl ; `f electric riser diagram no scaie SHEET NO. 'Y m `! kr +5�p5Afia4 a u; a �yd IH 3d e � kw F- y � au e � t il 9J '. R aE b V0 WTOP .A- S �� 1•;.'� d`' A�.;4'.. ` .k' ,,;a 1?5a ` i;Iyy��p'r9��p 54pv h +yg yr A KAS %��''i_ U � ' •"C F�5"AY'l°d `.. �C)� L 5, l M 4r"n4 V4 all, Mmm, I swo., 1 �AF �psAY +y tiy�L Cyr ri{-0 �' 14- T u M � 4 k .40 Wm 5 S i yd f` � y�W 34] Y ✓ 4 ..R..� 2 ,� .. v, � �£ ML r n. 3 Fvl. 44 It -04 FF I•� �jw I d'Y vta� i I M1 2 K ,���4jo t - ��1 II I• � IA' � I ,n P r F Fr - rdi k .. OF 11