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Permits 31 Lewis St (vault folder) 1 JOBADDRESS KESS PROPERTY 0WVER41:4.,��e�r)c� PERMIT NUMBER / 7 7 V Z. DATE INSPECTIONS: FOOTING SLAB Yl,�Z LI TIE BEA VI LINTEL NAILINGISHEA THING FRAMEVG/CO VER UP INSULATION Z l• FINAL BUILDING CERTIFICATE OF OCCUPANCY ELECTRICAL PERMIT# �79�� � 1 �� /I INSPECTIONS ROUGH 7 MECHANICAL PERMIT# INSPECTIONS ROUGH FINAL PL UMBING PERVIT# 7 9'/3 7 INSPECTIONS ROUGH/UNDER SLAB TOPOUT Ie t WATERISEWER FINAL NOTES: .yyp ` 4 gp _ �-, $ Too pg � N� 4q3 s Tia 2 �- �pP �' '°� s� Cpl` app GIC �✓ CTIONS D ,rfor4 G A '� CA PES �Coof4S �� G O SLO �.� Foe 014S T q5 Rep 14pTO 4 CITY OF Office of Building Official REQUEST FOR INSPECT qNN Time A.M. Received P.M. Job Address Locality ii j ri s -D �V :Nam or 16UILDI CONCRETE ELECTR! PLUMBING MECHANICAL g 13 Footing 11 Rough Wiring (Rough C, Air Gond.& u Re Roofing G Slab 17 Temp Pole E Top Out h Heating Insulation fl Lintel Ls Final Fj Sewer ❑ Fire Place ❑ Pre Fab READY FOR INSPECT IOfjI ( N. Mon. � Tues. Wed. Thurs. Friday Inspection Made _ PM, Inspector Final inspection 0 r Certificate of Occupancy G . .. v i/� Date _ �ARBD 6/19/03, 8:31:51 INSPECTION TICKET PAGE 7 ,. TY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/19/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 31 LEWIS ST SUBDIV: TENANT, NBR: 200AMP,1PH,3W,246/120VOLT CONTRACTOR : BILL THOMPSON ELECTRIC CO, INC PHONE (904) 249-5601 OWNER HELPING HANDS MINISTRIES PHONE PARCEL 172203-0000- - APPL NUMBER: 03-00026300 ELECTRIC ONLY ------------------------------------------------------------------------------------------------ PERMIT: BLgC 00 ILIMICAL PERMIT REQUESTED INSP DE CRIPTION TYP/SQ COMPLETED RESULT R SULTS/COMMENTS -------------------------------- --------------------------------------------------------------- 22 01 6/19/03 LJH' EL ROUGH TIME: 08:00 --�A'LC3---- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/28/03, 8:27:04 INSPECTION TICKET PAGE 12 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 6/30/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 31 LEWIS ST SUBDIV: TENANT, NBR: 200AMP,1PH,3W,246/120VOLT CONTRACTOR : BILL THOMPSON ELECTRIC CO, INC PHONE (904) 249-5601 OWNER HELPING HANDS MINISTRIES PHONE ((( PARCEL 172203-0000- - APPL NUMBER: 03-00026300 ELECTRIC ONLY ------------------------------------------------------------------------------- - --- PERNIT: ELIC 00 ELECTRICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS / ------------------------------------------------------------------------------------------v_ 22 01 6/19/03 LJH EL ROUGH TIME: 08:00 6/20/03 AP 23 01 J/30/03 LJH EL FINAL TIME: 17:00 AM OR PN 249-501 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY__O!/F �� r'Y�+� C JG74QCK-��tt3itL!' Office of Building Official REQUEST FOR INSPECTION Date t Permit No. Time A.M. Received PM, 73 J,Xt,�jj-S S+- Job Address Locality Owner's fA.►/. Name Contractor �✓ L J BUILDING '80NCRET ELECTRICAL PLUMBING MECHANa Framing D r`' Footin ❑ Rough Wiring G Rough ❑ Air Cond.& Q Re Roofing ❑ U Temp Pole 0 Top Out ❑ Heating Insulation Cl ^�Linntell 0 Final 0 Sewer Ll Fire Place ❑ ft f�`7� �✓t -- Pre Fab ?1j.{"lti-,�� READY F R INSPECTION MW( Wed. A.M. 1 Tues. Thurs. Friday P.M. A.M. Inspection Made 1� t� P.M. Inspector Final Inspection 0 Certificate of Occupancy❑ Date iR ENS Y°� CI CY COD C �T ' RSTTION' � > �EU,'�2'iw31],eri#O 'COInTnQt111�1�fi1r.� $.. kz ` �>cer�aageap1, � llw � t Jurisdiction: JACKSONVILLE,DUVAL COUNTY,FL(261300) Short Desc: Helping Hands Project: Helping Hands Ministries Owner: Address: City: Jacksonville State: Fl PermitNo: 0 Zip: 0 Storeys: 1 Type: Office(Business) GrossArea: 265 Class: New Finished building Net Area: 265 Compliance Summary Component Desizn Criteria Result Gross Energy Use 97.73 100.00 PASSES LIGHTING CONTROLS PASSES EXTERNAL LIGHTING PASSES HVAC SYSTEM PASSES PLANT PASSES . WATER HEATING SYSTEMS PASSES PIPING SYSTEMS PASSES JUL 2 c ^��2 City of Atlantic Beach APPROVED Building and Zoning CITY OF ATLANTIC BEACH g g BUILDING OFFICE t 0 8 x2002 qx- gy. � \ 6/19/2002 EnergyGauge FlaCom FLCCSB v1.2 1 COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications Review of the plans and specifications covered by this covered by this calculation are in compliance calculation indicates compliance with the Florida Energy with the Florida Energy Efficiency Code. Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. PREPARED B", C BUILDING OFFICIAL: �--- DATE: 16 A& DATE: o O �---- I hereby certify (*) that he system design is in compliance with the Florida Energy Efficiency Cod( SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT: MECHANICAL;. kiCt ELECTRICAL: LIGHTING: (*) Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. 6/19/2002 EnergyGauge FlaCom FLCCSB v1.2 2 Project: Helping Hands Title: Helping Hands Ministries Type: Office(Business) Location: JACKSONVILLE,DUVAL COUNTY,FL(261300) (WEA File: JACKSO Whole Building Compliance Design Reference Total 97.73 100.00 4 ' a 3 AREA LIGHTS 15 91 a ' 15 91 k� MISC EQUIPMT �� PUMPS MISC D 38 N�� 0 38 N SPACE COt� .' E d � z 3 SPACE.HEAT;: Sat) 724.. X M 1/ENT FANS 54 s7 J177, s ss Credits & Penalties (if any): Modified Points: = 97.73 6/19/2002 EnergyGauge FlaCom FLCCSB v1.2 3 f External Lighting Compliance Allowance Area or ELPA CLP Desc Category (W/Unit) Length (W) (W) Project: Helping Hands Title: Helping Hands Ministries Type: Office(Business) Location: JACKSONVILLE,DUVAL COUNTY,FL(261300) (WEA File: JACKSO Lighting Controls Compliance Ash- Area No.of Design Min Compli- Acronym rae ID Description (sq.ft) Tasks CP CP ance PrOZo 1 Sp 1 26 Offices(Partitions>4.5 ft below 265 1 2 2 PCSE „, ceiling)Enclosed offices,all open plan offices without partitions Project: Helping Hands Title: Helping Hands Ministries Type: Office(Business) Location: JACKSONVILLE,DUVAL COUNTY,FL(261300) (WEA File: JACKSO System Report Compliance PrOSyl System 1 Unitary Systems Capa- Design Eff Design IPLV Comp- Component Category city Eff Criteria IPLV Criteria liance Cooling System Air Cooled<65000 Btu/h 18000 10.00 10.00 PASSES Cooling Capacity Heating System Air Cooled HP<65000 18000 6.80 3.00 PASSES Btu/h Cooling Capacity Air Handling Air Handler(Supply)- 600 0.80 0.80 PASSES System-Supply Constant Volume VIC 2511 6/19/2002 EnergyGauge FlaCom FLCCSB v1.2 4 Plant Compliance Installed Design Min Design Min Comp Description No Size Eff Eff IPLV IPLV Category liance Water Heater Compliance Design Min Design Max Comp Desc Type Category Eff Eff Loss Loss liance Piping System Compliance Pipe Dia Is Operat Ins Cond Ins Req Ins Comp Category [inches] Runout Temp [F] Btu-in/h Thick[in] Thick[in] liance r.SF.F 6/19/2002 EnergyGauge FlaCom FLCCSB vI.2 5 Project: Helping Hands Title: Helping Hands Ministries Type: Office(Business) Location:JACKSONV Other Required Compliance Category Section Requirement(write N/A in box if not applicable) Check Infiltration 406.1 Infiltration Criteria have been met System 407.1 HVAC Load sizing has been performed Ventilation 409.1 Ventilation criteria have been met ADS 410.1 Duct sizing and Design have been performed T&B 410.1 Testing and Balancing will be performed Electrical 413.1 Metering criteria have been met Motors 414.1 Motor efficiency criteria have been met Lighting 415.1 Lighting criteria have been met O&M 102.1 Operation/maintenance manual will be provided to owner 6/19/2002 EnergyGauge FlaCom FLCCSB v1.2 6 COMMERCIAL LOAD CALCULATIONS Air Conditioning Contractors of America For: Name Helping Hands Ministries Phone Address City Jacksonville State & Zip F1. By: Contractor Energy Design Systems Phone 287-5339 Address 1065 Oakvale Rd City Jacksonville State & Zip FL. , 32259 COOLING LOAD 1. DESIGN CONDITIONS Time of Day 3 PM Dly Range 19 Latitude 30 a.Inside db 72 RH 49 b.Outside db 94 wb 77 Grains 42 Otsid db @ 3pm 94 - TOD corr -inside db 72 Equals 22 T.D. Daily Range Factor=M ------------------------------------------------------------------------ 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS COOLING LOAD Exposure Shading / NOTES Sq. Ft. SolrFactr G1asFactr Sensible X X = N X 19 X 0.95 = E X 56 X 0.95 = S X 48 X 0.95 = W X 81 X 0.95 = X X = X X = X X = ------------------------------------------------------------------------ 3. TRANSMISSION GAINS Equiv or Exposure db Sq. Ft. U Factor Temp Diff Glass X 1.06 X 22 = X X = X X = Adj 168 X 0. 09 X 20 = 302 Walls N X 0. 09 X 20 = E X 0. 09 X 29 = S 87 X 0. 30 X 38 = 992 W 306 X 0. 30 X 41 = 3764 Doors 42 X 0.58 X 16 = 386 X X = Partition X 0. 05 X 20 = RA Ciling X 0. 09 X 20 = Roof/Cing 265 X 0. 09 X 55 = 1312 Floors 67 X X 22 = X X 14 = Use Table 9a to Determine the Temp. Dif. Across an RA Ceiling PAGE TWO ------------------------------------------------------------------------ 4. INTERNAL HEAT GAIN Latent a. OCCUPANTS Number Sensible Latent 4 X 255 = 1020 X = 4 X 255 = 1020 X = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - b. Lights & Others NOTE:Use 60% of installed watts for lights in RETURN AIR CEILING Watts Incandescnt X 3 .4 = Flourescent 477 X 4. 1 = 1956 HP Motors Btuh Usg Ftr X = X = Appliances 2000 500 Other ------------------------------------------------------------------------ 5. INFILTRATION Ft3/Min db Temp Dif 16 X 22 X 1. 1 = 387 Grains Diff 16 X 42 X 0. 68 = 457 ------------------------------------------------------------------------ 6. SUBTOTALS LOADS & SPACE LOADS 12119 1977 ------------------------------------------------------------------------ 7. DUCT HEAT GAIN Gain Line 6 Factor Sensible 0. 15 X 12119 = 1818 ------------------------------------------------------------------------ 8. ROOM, SPACE OR DESIGN LOAD Add Duct gain (7) to Subtotal (6) 13937 ------------------------------------------------------------------------ 9. VENTILATION Ft3/Min db Temp Dif 40 X 22 X 1. 1 = 968 Grains Diff 40 X 42 X 0. 68 = 1142 PAGE THREE ------------------------------------------------------------------------ 10. RETURN AIR LOAD FROM LIGHTING AND ROOF NOTE: Use 40% of watts for lights recessed in a return air ceiling Incandescent X 3 .4 = Flourescent X 4. 1 = NOTE: Use 100% fo the roof load for return air ceilings (Roof Load) Sq. Ft. U Factor ETD* X 0. 09 X = * (ETD correction based on plenum temp. ) ------------------------------------------------------------------------ 11. TOTAL SENSIBLE LOAD ON EQUIPMENT (Btuh) = 14905 TOTAL LATENT LOAD ON EQUIPMENT (Btuh) 3119 ------------------------------------------------------------------------ 12. TOTAL COOLING LOAD ON EQUIPMENT (Btuh) I 18024 (Tons) 1.50 6 PAGE FOUR HEATING LOAD ------------------------------------------------------------------------ 13 . DESIGN LOADS Inside db Outside db Difference 72 - 32 = 40 ------------------------------------------------------------------------ 14. TRANSMISSION LOSSES HEATING LOAD db Exp. Sq. Ft. Factor Temp Diff Heating Load Windows 168 x 1. 13 x 40 = 7594 x x = 168 x 0. 09 x 40 = 605 Walls x 0. 085 x = x 0. 085 x = 87 x 0. 3 x 40 = 1044 306 x 0. 3 x 40 = 3672 Roof/ 265 x 0. 09 x 40 = 954 Ceiling x 0. 05 x = x x = Floor 67 x 0.81 x 40 = 2171 Other x x = x x = ------------------------------------------------------------------------ 15. INFILTRATION db Ft3/Min Temp Diff 24 X 40 X 1. 1 = 1056 ------------------------------------------------------------------------ 16. SUBTOTAL HEATING LOAD FOR SPACE 17095 ------------------------------------------------------------------------ 17. DUCT HEATING LOSS Loss Line 14 Factor Subtotal 0. 1 X 16039 = 1604 ------------------------------------------------------------------------ 18. VENTILATION db Ft3/Min Temp Diff 40 X 40 X 1. 1 = 1760 ------------------------------------------------------------------------ 19. HUMIDIFICATION LOAD Inside RH Desired ( ) Max ( ) Ft3/Min Btu/Hr (water) (air) / 100 X = gal/day Ft3/Min X / 100 = ------------------------------------------------------------------------ 20. TOTAL HEATING LOAD ON EQUIPMENT (Btuh) 20459 (Tons) 1.70 ENERGY DESIGN SYSTEMS 1065 OAKVALE RD. JACKSONVILLE FL. 32259 N_HelpHM 287-5339 1',;t, 2 9 Structural Calculations City of Alkintic Seav_h 13,IjIllding and Z011ing for Helping Hands Ministries by WIND TIE SYSTEMS Structural Engineering Services 12708 San Jose Blvd., Suite I-C Jacksonville, FL 32223 904-292-2192 FL C.A.No.8985 Ilk APPROVED Engineer o4 CITY OF ATLANTIC BEACH millaw J.DeFy,PE BUILDING OFFICE FL Cert.No.4W25 seal. �IAV/ ffy: a2- For Pages 1 Thru WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: WIND ANALYSIS: - Mono roof per ASCE 7-98 Method 2 -Analytical Procedure & ACI 530-99 Constraints: Low Rise,Regular Shaped, Rigid, Simple Diaphragm Bldg.in a Hurricane Pronei'Region Geometry• Building:=3 Building Category(Detached Garages= 1, Residential/Business=2, >300 people in one area =3, Hospitals,Shelters,etc.=4)(Table 1-1) Enclosure:=2 Building,Enclosed=1; Partially Enclosed=2; Open=3(6.2 Definitions) B:=20-ft Horizontal dimension of building measured normal to ridge L:=31.5-ft Horizontal dimension of building measured parallel to the ridge plate_ht:=8.09-ft Top plate height roof—pitch:=.5 slope:= roof itch12 Angle of plane of roof from horizontal: 0 :=atan(slope) 0 =2.4 deg OHside 2.0-ft Sidewall overhang OHend:=1.0-ft Endwall overhang Ib Ib Ib truss spa:=24.in Truss or rafter spacing psf:= plf=lb psi :=lb ft2 ft in Loads: DLroof 10•psf Roof deadload DLceil:=0•psf Ceiling deadload P:=600-lb Total unfactored vertical reaction per truss on wall in area under design. Wind Criteria: v 120•mph Basic wind speed for a 3-second gust speed(6.5.4) (Fig 6-1 b) Kd:=0.85 Wind directionality factor(6.5.4.4) (Table 6-6) 1 := 0.77 if Building = 1 Importance factor(6.5.5)(Table 6-1) I = 1.15 1.0 if Building =2 1.15 if Building=3 1.15 otherwise Exposure:=2 Exposure Category(6.5.6) A=1; B=2; C=3, D=4 P:\PROJECTSIhelpinghandslmonol stryblock.m 1 4/1/02 �s WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Masonry Wall Variables: fm :=1500•psi Net area compressive strength of masonry (ACI Table 2). Fs:=24000•psi Yield strength of reinforcing steel. (ACI 2.3.2) Ast:_.31•in2 Area of vertical reinforcing bar per cell. s:=48-in Spacing of vertical reinforcing bars and grouted cells. t:=7.625.in Actual thickness of block. tf:=1.25•in Thickness of masonry flange . 2 An:=40.7•in The net cross sectional area of the masonry unit(TEK 141 Table 1). ft r:=2.66 -in The radius of gyration of the masonry unit(TEK 141 Table 1). Masonry/ Wall Constants: Fb:_ 1 fm Fb=500 psi (2.3.3.2.2) 3 Es:=29000000-psi (1.8.2.1) Em:=900•fm Em= 1350000 psi (1.8.2.2.1) Es n:= Em n=21 Number of shear walls provided: Is:=1.. 2 fe:= 1.. 1 re Lengths of shearwalls provided: dlls•= d3fe:=20•ft d4m:=20•ft 12•ft 7•ft LEGEND: Is= left side parallel to ridge rs= right side parallel to ridge fe=front end perpendicular to ridge re= rear end perpendicular to ridge P:IPROJECTSIhelpinghandslmono 1 strybiock.m 2 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Mean roof height(h) (6.2): h:=(plate-ht) + 2•slope h = 9ft i. z:=plate ht The wind pressure on the windward wall is constant up to 15'then increases linearly z=8ft up to the plate height. However, this program uses the pressure at the plate height for the entire windward wall(Conservative). Velocity pressure coefficients (6.5.6.4) (Table M zg:= 1500-ft if Exposure= 1 Nominal height of the atmospheric boundary layer z9 = 1200 ft 1200-ft if Exposure=2 (Table 6-4) 900-ft if Exposure=3 700-ft otherwise a := 5 if Exposure= 1 3-Second gust speed power law exponent(Table 6-4) a =7 7 if Exposure=2 9.5 if Exposure=3 11.5 otherwise 2 K 2.01. 15-ft a if z< 15-ft CASE 2: main wind force resisting systems K -0.57 zMWFRS�_ � 9 Y zMWFRS- z9 windward wall only. 2 (See definition of q in 6.5.12.2.1) a 2.01.(zg) z otherwise 2 K 2.01. 15 ft a if h < 15-ft CASE 2: main wind force resisting systems K 0.57 hMWFRS�= 9 Y hMWFR5= Zg leeward walls, side walls, and roofs. 2 (See definition of q in 6.5.12.2.1) h a 2.01• -- otherwise Z9 hCC:= if(h< 100•ft,100-ft,h) if Exposure= 1 hCC=30ft lif(h <30A,30-ft,h) if Exposure=2 2 h otherwise a KhCC 2.01. C hC CASE 1:All components and cladding KhCC =0.70 P:\PROJECTS\helpinghands\mono1 strybiock.m 3 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Gust Effect Factor(6.5.8) zmin := 60-ft if Exposure = 1 zmin= 30ft c:= 0.45 if Exposure= 1 c =0.30 30-ft if Exposure=2 Minimum height used to 0.30 if Exposure=2 Turbulence intensity 15-ft if Exposure=3 ensure that height zbar 0.20 if Exposure=3 factor in Eq. 6-3 7-ft otherwise is greater of 0.6h or 0.15 otherwise (Table 6-4) zmin(fable 64) 1 1:= 180-ft if Exposure= 1 I=320 ft E bar 2.0 if Exposure=1 E bar=0.33 320-ft if Exposure=2 1 500-ft if Exposure=3_ Integral length — if Exposure=2 scale factor in 3.0 Integral length 650-ft otherwise Eq.6-5(Table 1 scale power law 6-4) — if Exposure=3 exponent in 5.0 Eq. 6-5 (Table 64) 1 — otherwise 8.0 zbar:=if(0.6.h <zmin>zmin,0.6•h) zbar= 30 ft The equivalent height of the structure(6.5.8.1) Ebar Lzbar:=I• zbar The integral length scale of turbulence at the height Lzbar=31 Off 33-ft Q1 1 The background response for wind direction 1 (Eq. 6-4)Q1 =0.94 fl + 0.63B + h 0.63 + 0.63 Lzbar 02:= 1 The background response for wind direction 2(Eq. 6-4)Q2=0.92 L+ h 0.63 1 + 0.63 Lzbar 1 lzbar c 33-ft 6 The intensity of turbulence at height zbar(Eq. 6-3) lzbar=0.30 zbar go:=3.4 gv:=3.4 Peak factors for background and wind response in Eq. 6-2 (1 + 1'7gQ•Izbar•Q1� G1 :=0.925 Gust effect factor for wind direction 1 (Eq. 6-2) G1 =0.89 1 + 1.7.9v•lzbar (1 + 1.7gQ•Izbar•Q2) G2:=0.925 1 + 1.7•gv•lzbar Gust effect factor for wind direction 2(Eq.6-2) G2 =0.88 P:TR0JECTSIhelpinghandslmono1 stryblock.m 4 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Determine the base wind pressures (a) (6.5.10): V 2 gzMWFRS:=0.00256•psf•KzMWFRS-Kd•l(—) •1 (Eq. 6-13) gzMWFRS=21 psf \mph 2 ghMWFRS:=0.00256•psf•KhMWFRS•Kd-(V) .1 (Eq. 6-13) ghMWFRS=21 psf mph ghCC:=0.00256•psf•KhCC-Kd-\ ph I •1 (Eq.6-13) ghCC =25 psf Internal Pressure Coefficient(6.5.11.1) (Table 6-7) CGpi:= -0.18 if Enclosure = 1 This represents internal pressure acting toward and away from CGpi=-0.55 -0.55 if Enclosure =2 the interna/surfaces. 0 otherwise External Pressure Coefficients for MWFRS (6.5.11.2.1) (Figure 6-3) Wall Pressure Coefficients(Direction 1-Wind parallel to ridge): Windward Wall--- CPWWwalll =0.80 —Leeward Wall— Use MathCads linear Interpolation function(linferp)to determine the Cp values for the actual LB ratio: j:= 1.. 3 vx1j vy1j'= ratio:= 1 if L <- 1 ratio= 1.58 B 1 0.5 2 0.3 4 if L >4 4 -0.2 B C linte 1 ratio)PLWwalll �= rp(vx1,vy tiro) CPLVKwaill =-0.385 L — otherwise B Wall Pressure Coefficients (Direction 2-Wind nonnal to ridge): —Windward Wall— CPVVWwa112:=0.80 —Leeward Wall--- Use MathCads linear Interpolation function(Anterp)to determine the Cp values for the actual B/L ratio: vx2j:= vy2j:= B ratio:= 1 if — < 1 ratio= 1.00 L 1 -0.5 2 -0.3 4 if B >4 -0.2 L B CPLWwa112:=linterp(vx2,vy2,ratio) CPLWwall2=-0.500 otherwise L P:(PROJECTS\helpinghandsUnonol stryblock.m 5 4/1102 WIND TIE SYSTEMS Project•. Design By: Check By: Number. Date: Roof Pressure Coefficients(Direction 1 -Wind Parallel to Ridge for all roof slopes and Perp. to Ridge for slopes< 10 deg) Determine the roof area adjustment factors per**footnote in Fig. 6-3: (Direction 1- Wind Parallel to Ridge for all roof slopes) roof areal :_ h + OHend 6+2.OH side roof—areal := 100-f? if roof areal :5-areal roof areal = 126f?2 cos(8) 1000-f? if roof areal z 1000-f? 3 roof—areal otherwise Vx9k•_ vY9k._ reductionl :=linterp(vx9,vy9,roof areal) reductionl =0.97 100•ft2 1.0 0.9 200-f? 0.8 1000-f? (Direction 2- Wind Normal to Ridge for roof slope greater or equal to 10 degrees) roof areal:_(L+ 2.OHside) B + OH side roof area2:= 100-f? if roof areal <_ 100-f? roof areal =782 ft2 cos(8) 1000-f? if roof area2>_ 1000-f? roof area2 otherwise reduction2:=linterp(vx9,vy9,roof area2) reductionl =0.83 (Direction 1- Wind Parallel to Ridge for all roof slopes) Use MathCads linear Interpolation function(linterp)to determine the Cp values from above for the actual h/L ratio. j:= 1..2 vx3i•= vy3l•= ratio:= 0.5 if h <0.5 ratio=0.50 L .5 -0.9 1.0 1.3•reductionl 1.0 if h >_ 1.0 F.01 L h otherwise Cproofl :=finterp(vx3,vy3,ratio) Cproofl =-0.900 L PAPROJECTMhelpinghandslmono 1 stryblock.m 6 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Roof Pressure Coefficients(Direction 2- Wind Normal to Ridge for roof slope greater or equal to 10 degrees) —Model a Windward Roof— Use MathCads linear Interpolation function(linterp)to determine the Cp values from Fig. 6-3 for the actual roof slope: h/B<0.25 h/B =0.5 hIB> 1.0 10 -0.7 10 -0.9 10 -1.3•reduction2 15 -0.5 15 -0,7 15 -1 20 -0.3 20 -0.4 20 -0.7 data 1 := 25 -0.2 data2:= 25 -0.3 data3:= 25 -0.5 30 -0.2 30 -0.2 30 -0.3 35 0 35 -0.2 35 -0.2 45 0.4 k45 0 45 0 01 =datal02:=data2W 03:=data3(1) Cpl :=datal(2) Cpl :=data2�� Cp3:=data3'- fitl(x1) :=linterp(01,Cpl,x1) fit2(x2) :=linterp(02,Cp2,x2) fit3(x3) :=linterp(03,Cp3,x3) fit1deg fit2l deg, =-1.2 fit3deg� _-1.19 Use MathCads linear Interpolation function (linterp) to determine the Cp values from above for the actual h1B ratio: i:=1 .. 3 vx4i:= vy4i:= ratio:= 0.25 N h <0.25 ratio=0.43 B .25 A 5 it1deg 1.0 if B > 1.0 1 0 A ~ = �t2 degh CPWWroof:=linterp(vx4,vy4,ratio) C pWWroof -1.145 otherwise B t3deg 9 P:\PROJECTS\helpinghands\znonoistrybiock.m 7 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: --Model a Leeward Roof— Use MathCads linear Interpolation function(linterp)to determine the Cp values from Table 6-3 for the actual roof slope: datal := data2 := data3 :_ 10 -0.3 10 -0.5 10 -0.7 15 -0.5 15 -0.5 15 -0.6 20 -0.6 20 -0.6 20 -0.6 45 -0.6 45 -0.6 45 -0.6 01 :=datalW 02:=data2(I) 83 data3(1) Cpl :=data1(� Cp2:=data2� CO:=data3(" fitl(x1) :=linterp(A1 ,Cpl,x1) fit2(x2) :=linterp(02,Cp2,x2) fit3(x3) :=linterp(83,Cp3,x3) fit1 8 =0 fit2� 9 =-0.5 fit3� 9 =-0.85 (deg) deg deg Use MathCads linear Interpolation function(linterp) to determine the Cp values from above for the actual&B ratio: vx5i:= vy5i:= ratio:= 0.25 if h <_0.25 ratio=0.43 B .25 8 fit1 — .5 deg 1.0 if h >_ 1.0 1.0 8 B 2 h deg — otherwise CPLWroof=linterp(vx5,vy5,ratio) CpLWroof_-0.349 B fit3(- Ide9 ) Roof overhangs for MWFRS (6.5.11.4) CpWo=0.80 PAPROJECTSIhelpinghands\monol stryblock.m 8 4/1/02 o r � s WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Determine the truss or rafter uplift loads (Direction 1)• The vertical(10 and horizontal(H)loads are: VO:=ghMWFRS•(G1•Cproofl)•OHside Overhang vertical loads VO =-33plf VR ghMWFRS•(G1•Cproofl + CGpi)•B Roof vertical load VR=-559 plf HO:=ghMWFRS•(G1•Cproofl)•OHside•slope Overhang horizontal load HO=-1 plf HR:=ghMWFRS•(G1•Cproofl + CGpi)•B•slope Roof horizontal load HR =-23plf The deadload of the rooflcelling is added. However,this load is reduced to 0.6*DL+W(FBC 1609.4.1/ASCE Z4.1) RO:=0.6•Dl-roof•Offside overhang vertical load RO= 12 plf RR:=0.6•(DLroof+ DLceil)•B roof vertical load RR = 120 plf Sum moments about the right top of the wall to solve for the uplift on the left wall(Fw): (VO + RO)• OH2ide + B + (VR+ RR)•2 ... + CHO•siope•OH2ide _ HR•slope•2 Fw:= l C B Fw=-241 plf The required capacity of connections at each truss or rafter is then: P1 :=(Fw-truss-spa) PI =-482 Ib 1APR0JECTSIhe1pin9hands\mono1 stryblock.m 9 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Determine the truss or rafter uplift loads (Direction 2): Windward The vertical(N)and horizontal(14 loads are: VO:=ghMWFRS•(Gl•CpWWroof)•OHside Overhang vertical loads VO =-42 plf VR:=ghMWFRS•(G1•CpWW f+ CGpi)•B Roof vertical load VR=-649 plf HO:=ghMWFRS•(G1•CpWWroof)•OHside•slope Overhang horizontal load HO=-2 plf HR:=ghMWFRS•(G1•CpWWroof+ CGpi)•B-slope Roof horizontal load HR =-27pif The deadload of the rooflceiling is added. However, this load is reduced to 0.6*DL+W(FBC 1609.4.1/ASCE 2.4.1) RO:=0.6-DLroof•OHside overhang vertical load RO= 12plf RR :=0.6•(DLroof+ DL eii)•B roof vertical load RR = 120 plf Sum moments about the right top of the wall to solve for the uplift on the left wall(Fw): (VO + RO)• OH2ide + B + (VR+ RR)•2 + CHO-slope•OH2'de -(HR•slope•2l Fw:= l J B Fw=-295 plf The required capacity of connections at each truss or rafter is then: Pwl :=(Fw•truss_spa) Pint =-591 Ib PAPROJECTSIhelpinghandsXmonol stryblodc.m 10 411/02 M � WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Leeward The vertical(V)and horizontal(H)loads are: VO:=ghMWFRS•(G1•CPLWroof)•OHside Overhang vertical loads VO =-13plf VR:=ghMWFRS•(G1•CpLWroof+CGpi)•B Roof vertical load VR=-356 Of HO:=ghMWFRS•(G1•CpLWroof)•OHside•slope Overhang horizontal load HO=-1 plf HR:=ghMWFRS•(G1 rpLWroof+CGpi)•B-slope Roof horizontal load HR=-15plf The deadload of the rooAceiling is added. However, this load is reduced to 0.6*DL+W(FBC 1609.4.1/ASCE 2.4.1) RO:=0.6•DLroof•OHside overhang vertical load RO= 12 plf RR:=0.6•(DLroof+ DLce1l)•B roof vertical load RR = 120 plf Sum moments about the right top of the wall to solve for the uplift on the left wall(Fw): (VO + RO)• OH2ide + B + (VR+ RR)•2 + HO-slope•OH2'de _CHR•slope•2� Fw:= 1( B Fart=-119 plf The required capacity of connections at each truss or rafter is then: PI1 :=(Fw•truss_spa) Ph =-237 lb UPLIFT SUMMARY: Maximum Truss or Rafter Uplift Load= Pt:=if(Pwl <P11 ,Pw1 ,P11) Pt=-591 Ib P := if,(P1 < Pt,P1 ,Pt) if 0 >- 10-deg P =-482 Ib P1 otherwise USE: (2) Simpson H3 w/ (4) 8dx1.S" nails ea. end = 910 LB P:IPROJECTSIhelpinghands\mono1 stryblock.m 11 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Pate: Determine the shearwall requirements at the sidewalls (Direction 1): gable-ht:=B-slope gable_ht= 1 ft gable area:=B•gable ht•Z gable area=8ft2 WGE:=gzMWFRS•(G1•CpWWwaill)-gable-area Windward gable wall horizontal load WGE = 123 Ib LGE:=ghMWFRS-(G1•CpLWwalll)•gable area Leeward gable wall horizontal load LGE_-591b WW gzMWFRS•(G1•Cpwwwall+B•plate ht Windward wall horizontal load WW=2379 lb LW ghMWFRS-(GI•CPLWwalll)•B•plate ht Leeward wall horizontal bad LW=-1145 lb The total force transferred to one side for shearwall segment design is: Rside=(WGE-LGE) + (WW2 LW) Rside= 1944 lb a PAPROJECTSIhelpinghandsWonol stryblodc.m 12 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: 64 Number: Date: LEFT SIDE WALL: ACI 530 2.1.1.1.1 Case D U = .75(D+W) The calculated overturning moment in each segment is found by: d11s 6477 MIappls:=.75•Rside•Plate ht• M1app=(3778)IbA d1 The allowable overturning moment m each segment is found by. P11s:= Ast klls:_ �2•Plls•n) + (P11s n)2-Plls•n j11s=1 - k1 is t•d11s 3 The moment provided by each masonry segment(Mm)is: 331428 6477 Mm1 proves 2b jlls•klls•t•(dl1s)2 Mm1 prov= 143671 Ibft M1app= 3778 lb-ft OK The moment provided by the steel in each segment(Ms) is: 86178 Mslprovis Ast•Fs•jl1s•d11s Mslprov= 49751 Ibft > M1aPP=(6477 3778 lb-ft OK The calculated shear stress is each segment is found by: dl is Vxsidel�s 1 Vxsidel Is .75•Rslde MIS:= t 1 d 1 fvl = 1 I psi Edl 1 Is' Is J The allowable shear stress in each segment is found by. 1 M1aPP� fm M1aPP� 43 Fvl is —• 4- psi if 51 Fv1 =( )psi 3 Vxsidel,s•dlls Psi Vxsidells•dlls 39 (FLPMSI •psiotherwise M 1 aPPls M 1 aPP�s Fvmax1ls:= 80-psi-45-psi. if 51 50 Vxsidel1s•d11s Vxsidel,s•d11s Fvmaxl =(35)psi (35-psi) otherwise Fv1 if�Fv1 < Fvmaxl Fv1 Fvmaxl ) Fv1 = 43 si fv1 = 1 psi OK Is�= Is Is• Is� Is 35 p 1 > P:\PROJECTS\helpinghands\monoistryblock.m 13 4/1/02 t WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Determine the total shearwall force required at the endwalls (Direction 2): Roof Pressure Coefficients(Direction 2-Wind Normal to Ridge for roof slope greater or equal to 10 degrees) Windward Roof Positive Pressure Coefficients— Use MathCads linear InteMdatton function(linterp)to determine the Cp values from Fig. 6-3 for the actual roof slope: h1B<0.25 h1B=0.5 h1B> 1.0 10 -0.7 10 -0,910 -1.3•reduction2 15 0 15 -0.7 15 -1.0 20 0.2 20 0 20 -0.7 datal := 25 0.3 data2:= 25 0.2 data3:= 25 0 30 0.3 30 0.2 30 0.2 35 0.4 35 0.3 35 0.2 45 0.4 45 0.4 45 0.3 01 :=datalW 02:=data 1) 03:=data3(1) Cpl :=datal(2) Cp2:=data2(� Cp3:=data3(2) fitl(xl) :=linterp(01,Cpl,x1) fit2(x2):=linterp(02,Cp2,x2) fit3(x3) :=linterp(03,Cp3,x3) fitldeg� =-1.77 fit2deg � =-1.2 fit3deg� =-1.19 Use MathCads linear Interpolation function(linterp)to determine the Cp values from above for the actual h1B ratio.- i:=1.. atio.i:=1..3 vx4i:= vy4i:- h ratio:= 0.25 if — <0.25 ratio=0.43 B .5 tt1 deg 1.0 if h 2: 1.0 B 1.0 R2d h CpWWroof:=linterp(vx4,vy4,ratio) CpWWroof=-1.372 — otherwise 8 B >t3 de CPLWroof=-0.349 9 Cp2:= if(lCpWWroofl > ICPLWroofl , ICpWWroofl ,ICPLWroofl) if 0 �! 10-deg Cp2 =0.900 �CprooflI otherwise P:\PROJECTS\helpinghandsVnonolstrybiock.m 14 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number. Date: Determine the total shearwall force required at the endwalls (Direction 2): Conrd R 4hMWFRS•(G2 Cp2)-L-gable-ht•sin(0) Roof horizontal load R= 181b WW gzMWFRS•(G2•CPWWwaII2)•L•plate-ht Windward wall horizontal load WW=3714 lb LW 4hMWFRS•(G2•CPLWwall2)•L•plate-ht Leeward wall horizontal load LW=-2321 Ib The total force transferred to one side for shearwall segment design Is: (R) + (WW-LW) 2 Rend:= Rend 1518 lb = 2 P:\PROJECTS\helpinghands\monolstryblock.m 15 4/1/02 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: FRONT END WALL: ACI 530 2.1.1.1.1 Case D U = .75(D+W) The calculated overturning moment in each segment is found by: M3aPPfe .75 Rend Plate_ht d3fe M3app=(9209)Ib ft d3 The allowable overturning moment m each segment is found by. P3fe t ds a k3fe:_[(2--Z-n)+ (p3fe•nf -p3fe•n j3fe:= 1 - k3fe The moment provided by each masonry segment(Mm)is: Mm3Pro% 2b j3fe•k3f..t•(d3fe)2 Mm3 prov=(727622)lb It > M33pp=(9209)lb ft OK The moment provided by the steel in each segment(Ms)is: Ms3provfeAst•Fs•j3fe•d3fe Ms3prov=(144745)Ib ft > M3app=(9209)lb-ft OK The calculated shear stress is each segment is found by: d3fe Vxside3� Vxside3fe •?5•Rend Wfe W=(1 }psi Y,d3 t'j3fe•d3fe The allowable shear stress in each segment is found by. 1 M3aPPfe (fm M3aPP� Fv3fe:_ —• 4- J--•psi)] if 51 Fv3 =(46)psi 3 Vxside3fe'd3fe Psi Vxside3fe'd3fe pS•psi otherwise M3app M3aPPf� Fvmax3fe:= 80.psi -45•psi• if < 1 Vxside3,.'d3fe Vxside3fe•d3fe Fvmax3=(62)psi (35-psi) otherwise Fv3fe:=if(Fv3fe<Fvmax3fe,Fv3fe,Fvmax3fe) Fv3 =(46)psi fv3=(1 )psi OK PAPROJECTSIhelpinghands\monol stryblodc.m 16 4/1/02 n WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: REAR END WALL: ACI 530 2.1.1.1.1 Case D U = .75(D+W) The calculated overturning moment in each segment is found by: M4appre:=.75•Rend-Plate-ht• d4re M4aPP=(9209)Ib ft 7 d4 The allowable overturning momentTn each segment is found by. = t ast = �2 k3re Pore� � k4re� F(2.p4rwn) + p4re•n -p4re•n j4re:=1 - The moment provided by each masonry segment(Mm)is: Mm4provre=2b j4re•k4re•t. d4re2 Mm4prov=(727622)lb ft > M4app=(9209)lb-ft OK The moment provided by the steel in each segment(Ms)is: Ms4provre Ast•Fs•j4re•d4re Ms4prov=(144745)Ibft M4app=(9209)lb.1t OK The calculated shear stress is each segment is found by: d4re Vxside4re Vxside4re:=.75•Rend• fv4re:= fv4=(1 )psi Id4 t•j4re•d4re The allowable shear stress in each segment is found by. M4aPpre (fmM4aPPre Fv4re:_ [il • 4- J •psi if 1 Fv4 =(46)psi Vxside4re•d4re Psi Vxside4re d4re (4—p—msi •psiotherwise M4appre M4appreFvmax4re:= 80-psi -45•psi• V xside4d if d t 1 Fvmax4=(62)psi re' Ore xside44re re (35-psi) otherwise Fv4re:=if(Fv4re<Fvmax4fe,Fv4re,Fvmax4re Fv4 = (46)psi fv4=(1 )psi OK PAPROJECTftelpinghandslmonol stryblock.m 17 4/1/02 k WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Check the combined axial (from dead load) and bending (from horiz. wind) capacity: Determine the moment provided: ACI 530 2.1.1.1.1 Case C U=.75(D+L+ The effective compression width per bar per(AC/2.3.3.3)is found by. bl :=if(s <6•t,s,6t) b:=if(bl <72•in,bl,72•in) b=46in Calculate wind loads on the wall area under design using C&C coefficients.- Wall oefficients:Wall tributary area(A) is: - A:=if( f 3ht2 >plate ht•b, Plat 3 plate-ht b A=31 ft2 log A )' •ft2 The C&C coefficient is: CGpend:_-0.8-0.6 500 CGpend=-1.23 10•f2 log 500•ft2 75 ICG + CG il� Plate ht2 b M - 1050lbft The service load moment applied is then: Mapp:_• • ghCC• Pend P• 8 app- Determine the moment provided by the masonry(Mmprn,): t Astrr d:=2 p = b.d k:=V (2•p•n) + (p•n)2 -p•n j:= 1 - 3 j=0.920 Mmprcyv:=2b•j•k•b•d2 Mmprov=3068lb-ft Determine the moment provided by the steel(Mspro,): Msprov:=Ast.Fs+d Msprov=2174 lb-ft Determine the controlling moment(Mpro'J: Mprov ifNsprov<Mmprov,Msprov,Mmprov Mprov=2174lb•ft > Mapp= 1050lb-ft P:\PROJECTS\helpinghandsVnonol stryblock.m 18 4/1/02 m WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Determine the compressive force provided for axial load only (2.3.3.2.1): N The total service axial load per width under design is: Papp:=.75•(P)• b Papp=-689 Ib truss spa The net area per width under design is: An:=An•b An= 155 int The design height(h) is: h:=plate ht 2 Pprov (0.25•fm•An + 0.65•Ast•FS)• 1 _( (140•r) if h <99 Pprov=58741 Ib > Papp=-689 Ib ( (0.25•fm•An + 0.65•Ast•Fs)•I h 70•r 2 otherwise Check the allowable interaction: Papp + Mapp = 0.47 < 1.0 OK Pprov Mprov P:\PROJECTS\helpinghands\monoistryblock.m 19 4/1/02 r. WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Determine the roof sheathing suction loads at roof overhang: Calculate wind loads on roof Sheathing using C&C coefficients(Fig 6-5B): Effective wind area(A)for one fastener is: A:=6-in-24•in2 A=0.5ft2 The C&C coefficient is: cl := -1.6 if 0 :5 10-deg c2:= 1.0 if 0 S 10-deg -2.0 N 10-deg <8 5 30-deg 0.9 if 10-deg <9 <-30-deg -1.8 otherwise 0.2 otherwise I A og 100-f? CGpperimeter cl -c2 CGPperimeter=-3.90 10-f?log 10•f 100 ft2 ), The pressure(P)is then: Pperimeter=ghCC'(CGPperimeter) Pperimeter=--98 psf The force along the truss or rafter is then: P Pperimeter•truss-spa P =-197 plf Nail withdraw capacity is found by: w:=41•Ib (Capacity of 8d common nails from NDS Table 12.2A) in dpen:=2.0-in Depth of nail penetration CD:=1.6 Load duration(NDS 2.3.2) CM:=1.0 Wet service factor(NDS 7.3.3) CT:=1.0 Temperature factor(NDS 7.3.4) Ctn:=1.0 Toenail factor Nail withdraw capacity is: W:=-W•dpen•CD•CM•CT•Ctn W=-131 lb Max.panel nail spacing is then: SPA:= W SPA=8 in P USE: 8d NAILS @ 6" O.C. EDGES, 6" O.C. INTERMEDIATE P:\PROJECTS\helpinghands\mono1 strybiodc.m 20 4/1/02 a WIND TIE SYSTEMS Project- Design By: Check By: Number. Date: Determine the roof sheathing suction loads at roof: Calculate wind loads on roof Sheathing using C&C coefficients(Fig 8-58): The C&C coefficient is: cl := -1.1 if 9 <- 10-deg c2:= 0.0 if 9 5 10-deg -1.1 if 10•deg <9 5 30•deg 0.2 if 10-deg <0 5 30•deg -1.0 otherwise 1 0.2 otherwise log A )' 100-f? CGpperimeter=cl -c2 CGPperimeter=-1.10 log 10•ft2 100•ft2 ), The pressure(P)is then: Pperimeter 4hCC•(CGPperimeter+ CGpi) Pperimeter=-42 Psf The force along the truss or rafter is then: P Pperimeter•truss_spa P =-83 plf Nail withdraw capacity is found by.- lb y.Ib w:=41.— (Capacity of 8d common nails from NDS Table 12.2A) in dpen:=2.0-in Depth of nail penetration CD := 1.6 Load duration (NDS 2.3.2) CM:=1.0 Wet service factor(NDS 7.3.3) CT:=1.0 Temperature factor(NDS 7.3.4) Ctn:=1.0 Toenail factor Nail withdraw capacity is: W:=W•dpen•CD•CM•CT•Ctn W=-131 lb Max.panel nail spacing is then: SPA:= P SPA= 19 in USE: 8d NAILS @ 6" O.C. EDGES, 6" O.C. INTERMEDIATE PAPROJECTSIhelpinghandslmonol stryblodc.m 21 411102 WIND TIE SYSTEMS Project: Design By: Check By: Number: Date: Plan Information: Determine the width of the pressure coefficient zone (a): Ihd:=if(13 <L,B,L) Z1 :=if(.1 Ihd<.4•h,.1•Ihd,.4•h) Z2:=if(Z1 <.04•Ihd,.04•lhd,Z1) a:=if(Z2<3-ft,3-ft,Z2) a=3ft Determine the maximum wall pressures:_ CGpi=-0.55 End zone max negetive ghCC•(-1.4+ CGp) =--49 psf End zone max positive ghCC•(1.0-CGp) =39 psf Int zone max negative ghCC•(-1.1 + CGp) =-42 psf Int zone max positive ghCC•(1.0-CGp) =39 psf PAPROJECTSIhelpinghandslmono1 stryblock.m 22 4/1/02 x �S r' Y . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00026300 Date 6/16/03 Property Address . . . . . . 31 LEWIS ST Tenant nbr, name . . . . . . 200AMP, 1PH, 3W, 246/120VOLT Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------ ------------ ------------------------ HELPING HANDS MINISTRIES BILL THOMPSON ELECTRIC CO, INC 31 LEWIS STREET P.O. BOX 330150 ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 249-5601 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 46 . 60 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid ICredited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 46 . 60 46 . 60 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 46 . 60 46 . 60 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 2L.0 3 CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION TO THE CHIEF ELECTRICAL INSPECTOR: DATE: / 2003 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES.. / ELECTRICAL CONTRACTOR:—Ld MASTER ELECTRICIANS SIGNA URE: OWNER OF PROPERTY: S l be JOB ADDRESS: RES.( ) APT.( ) COMM PUBLIC( ) INDUS.( ) NEW( ) OLp4<)_ REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ.FT. SERVICE: NEW ) INCREASE( ) REPAIR( CONDUCTOR SIZE AMPS: COPPER( ) ALUM.( ) FEES j SWITCH OR BREAKER AMPS _PI_I W VO T RACEWAY 2 /ZO EXIST. SERV. SIZE d AMPS PH W YOLT RACEWAY FEEDERS NO. SI NO. SIZE NO. SIZE LIGHTING OUTLET CONCEALED OPEN TOTAL RECEPTACLES �CONCEALEDJ OPEN TOTAL 0.30AMPS 31.100 AMPS SWITCHES INCANDESCENT FLOURESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES I i BELL TRANSF. AIR H.P.RATING H.P. RATING I CEIL. KW-HEAT CONDITIONING COMP.MOTOR OTHER MOTORS AMPS HEAT 3 I 0-1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE PHS i I MI§CELLANEQUS UNDER 600V OVER 600V TRANSFORMERS: NO. IKVA NO. � KVA NO.NEON TRANSF. NO I VA I MA I MOTOR SIZE I SWITCH FLASHERS EACH SIGN 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845• http://www.ci.atlantic-beach.fl.us Re ki-A01/17/01 CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING Boo SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL 247-5826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 24610 Address: 31 LEWIS STREET Permit Type: STORAGE SHED ATLANTIC BEACH, FL 32233 Class of Work: SHED Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER Est.Value: Parcel Number: Improv. Cost: 7,000.00 OWNER INFORMATION Date Issued: 8/08/2002 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: 120.00 28 DUDLEY STREET Amount Paid: 120.00 P NTI D000 CH, FLORIDA 32233 Date Paid: 8/07/2002 - Work Desc: INSTALL STQ G CONTRACT A LIC � N FEES 120.00 HEYWOOD A. DOWLIN 9_A`,y b xap 4 t NOTICE PECTIO MT TBE REQUESTED AT LEAST 24 HOUR IOR TO I ECTION BUILDING MATERIAL, ,BISH AND IS'FROfiI�THIS WORK MUST E PLACED UBLIC SPACE,AND MUST BE CLEARED UP A HAULE EITHER CONTRA NER "FAILURE TO COMPLY WI THE 010NS -T L N11, SULT IN THE PROPERTY OWNER PAYING I S" ISSUED ACCORDING TO APPROVED PLANS WHIC F THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. M: CIE a Tape: OC Ir+ : 1 < II►ef . !~/lam O1 b-OdA e0. sm A C BEACH UILDI PT. 1� uING 1 111011.011 Q am 1735 I11M.N *kf !/" Tito: 13:14:57 City��o_�f Atlantic Beach OJMDO RECEIPT *" r: i�t01N* Type: urate:. 6/16/83 81 Reeipt no: 65914 Description 26388 Qty Amount BP BUILDING PERMITS 1 146.66 Tender detail CK DWS 3%2 $46.68 Total tendered $46.68 Total payment $46.68 Trans date: 6/16/63 Time: 9:82:31 City of Atlantic Beach- 800 Seminole Road• Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - FAX (904)247-5805- http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY (DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS,MOVING OR DEMOLITION) DATES�b Z JOB ADDRESS APPLICANT �F I YIA CLytdla M.t.✓I�U t I'd ADDRESS A 63 PHONE: 2 t4 7 /9 Y y LEGAL DESCRIPTION: BLOCK NUMBER rZ- LOT NUMBER 5 y2 4d' ZONING DISTRICT CONTRACTOR OO W� t w5 �S7I`yC,-.k �. STATE LICENSE NUMBER ADDRESS 01,,d PHONE Z Kog^ /8! 1 CITY �*kn ei 961t, STATE )X::17 . ZIP 3 LZ6& FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE 5+�5rr (?e 3 PRESENT USE OF LAND OR BUILDING(S) Ho" �i 0 tf#+'7� D,-f laeo cC ln-Ni S V VALUATION OF PROPOSED CONSTRUCTION ova . 4_0 i Is this an addition? eS — If yes,what are the dimensions of the added space: feet by 3 6. feet Will the added area be heated and cooled? YeS New electrical or increase in service? New plumbing fixtures? AID New fireplace? /VQ New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? IG 6 If yes,please submit with this application. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation,please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 02/28/02 STEP 3. Please submit Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor, and four(4) complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone: (904)247-5826 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures, temporary and permanent, including setbacks, building height, number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. Any significant environmental features,including any jurisdictional wetlands, CCCL,natural water bodies. 0 mpervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) ther information as may be appropriate for individual applications. I REBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT. SIGNATURE OF OWNER DATE ��a`; -D Ca C%7- I HEREBY CERTIFY THAT I VE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERN OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE IS CE OFT PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT ANS AN ING TA HAVE BEEN OR SHALL BE PROVIDED AS REQUIRED. SIGNATURE OF CONTRAC L DATE ADDRESS AND CONTACT INF RMA ON OF PERSON TO RECEIVE CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME TTI `ZQ,e r r t'- MAILING ADDRESS E, O . 'iZ-X -3.31 3og7 60 3 Z Z 3 3 PHONE Z A 7—FAX—7 V'9 E-MAIL +4� �- SWORN AND SUBSCRIBED BEFORE ME THIS DAY OF 0 STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE dUVIA,42:A,:5C4AJ,tttLtJ AS TO OWNER: qrPersonally known ❑ Produced identification Type of identification produce , aC I , AS TO CONTRACTOR: ❑ Personally known JENNIFEFl SCHLUETER L�<Produced identification Type of identification produced' I{�/(-J 62-_32_ ,� MY COMMISSION#2DD 112211301 02128/02 ' 'o` EXPIRES:Ma 26 ic�nderw6lers 8wded Thm NoMq Pubi NPf.,. r NEW IMPERVIOUS SURFACE REGULATIONS On January 01, 2002, the City of Atlantic Beach enacted new regulations limiting the amount of Impervious Surface that can be developed on property. Within all residential Zoning Districts, the maximum amount of Impervious Surface area allowed is fifty percent (50%). Within all commercial and industrial Zoning Districts, the maximum amount of Impervious Surface area allowed is seventy percent (70%). The Zoning regulations define Impervious Surface as follows: Impervious Surface shall mean those surfaces that prevent the entry of water into the soil. Common Impervious Surfaces include, but are not limited to, rooftops, sidewalks, patio areas, driveways, parking Lots, and other surfaces made of concrete, asphalt, brick, plastic, or any surfacing material with a base or lining of an impervious material. Wood decking elevated two or more inches above grade shall not be considered impervious provided that the ground surface beneath the decking is not impervious. Pervious areas beneath roof or balcony overhangs that are subject to inundation by stormwater and which allow the percolation of that stormwater shall not be considered impervious areas. Swimming pools shall not be considered as Impervious Surfaces because of their ability to retain additional rain water, however, decking around a pool may be considered impervious depending upon materials used. Information verifying Impervious Surface must be provided prior to issuance of Building Permits whenever new construction, including building renovations or additions, new driveways, decks or porches involves any increase in Impervious Surface area. v4 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date -- Heated Square Footage @ $ per sq ft = $ Garag(/Shed SLG @ $ 3 per sq ft = $ Carport/Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ r3 2 6 1200 S, $ I � Total Valuation 1st $ 6 2-60 _ N— $ 4 Remai ing Value $ per thousand o per thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ -6 BUILDING PERMIT FEE $ f WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT S SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION S ( ) SURCHARGE . 0050 $ OTHER S GRAND TOTAL DUE $ I C, ADDITIONAL PERMITS OR FEES: Mechanical ; Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: »e t CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION AH applications must submitted with seven(1) copies and received by 5 PM on Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. �k INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. 1. �ELPIIV6 U4Xn_f MZIVZ(T11IFC nOY) 2- 147- j q97 APPLICANT NAME ADDRESS TELEPHONE 2. 31 L E WZS ST ADDRESS OR LEGAL DESCRIPTION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: AJOA r TD p - of E) _ CT,�U 6 Lt L L DZiU L, 4. HAS THIS SITE BEEN TO THE TREE BOARD BEFORE? ❑YES 2---N'O ❑ NOT SURE 5.PROPERTY ZONING: C4ESIDENTIALI ❑ COMMERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: INTERIOR OR SPECIES DIAME'T'ER * EXTERIOR ZONE** * Diameter at Breast Height(D.B.$)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is determiner) by adding together the diameter of each trunk as measured immediately above the forks. 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. c) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an`W". fl Trees to be preserved on-site for mitigation must be marked with brackets g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property comers must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE H, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. Applicant's Signature Date Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date 1 y1, V TREE PROTECTION PROPERTY UNE PRIVATE PROTECTED- Exterior Zone TRS020.00' D B JH �� OR MORE ----------- -------- -i •1 7.50' PRIVATE 0 Interior Zone 1 PROTECTED I I TREE10 I I 1 PRIVATE PROTECTED TREE Im PROPERTY LINE I 10 v i 0 B H OF 20" OR MORE 1 =w Ima PROPERTY I I1 m M (D B H OF 10" OR MORE IN LINE o 1 COMMERCIAL & INDUSTRIAL PRIVATE mw l ) PROPERTY) I PROTECTED o ) TREE 05 I 1 I -- 7.50• ---- _- PRIVATE PROTECTED TREE - -- - ------ D 8 H OF 6" OR MORE 1 20.00' PROPERTY UNE PROPERTY UNE SIDEWALK SIDEWALK PUBLIC PROTECTED TREE D B H OF 6" OR MORE (PUBLIC STREET) (PUBLIC STREET) A. PRIVATE PROTECTED TREE 1. ANY TREE WITH A D B H OF- SIX (6) INCHES OR MORE LOCATED ON ANY LOT WITHIN TWENTY (20) FEET OF A STREET RIGHT-OF-WAY OR REAR PROPERTY UNE. SIX (6) INCHES OR MORE WITHIN SEVEN AND A HALF (7.5) FEET OF ANY OTHER PRIVATE PROPERTY UNE AND TWENTY (20) INCHES WITHIN ANY OTHER PORTION OF THE LOT. (EXCEPT 10- FOR COMMER- CIAL & INDUSTRIAL PROPERTY) GG 2 ANY CHAMPION TREE SO DESIGNATED BY THE FLORIDA DIVISION OF FORESTRY. AARTMENT OF AGRICULTURE B. PUBLIC PROTECTED TREE SAME AS PRIVATE PROTECTED TREE PLUS ANY TREE SIX (6) INCISES OR LARGER WITHIN CITY RIGHT-OF-WAY. *Diameter at Breast Height(D.B.H.)is measured at 4.5 feet above grade. To accurately determine diameter,measure the trunk circumference and divide by 3.14. Diameter of multi-trunked trees is CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING WA 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-•TEL: 247-5826-FAX: 247-5877 _ PERMIT INFORMATION _ LOCATION INFORMATION Permit Number: - 20601 7Address: 28 DUDLEY STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FLORIDA 32233 Class of Work: REMOVAL Township: 0 Range: 0 Book: Proposed Use: Lot(s): Block: Section:0 Square Feet: Subdivision: LEWIS SUBDIVISION Est.Value: Parcel Number: Improv. Cost: _ _OWNER INFORMATION Date Issued: 9107/2000 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone• (000)000-0000 Work Desc: TREE REMOVAL PER PLANS CONTRACTORS) - A-APPLICATION FEES PROPERTY OWNER - - { i I TREE BARRICADES - -�-- Inactions Required _ NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER j "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. A TIC BEACH B LDING DEPT. ___ 7. SITE PLAN/TREE SURVEY indicating: a) Changes of topographic features such as hills and low areas affecting trees. b) Existing and proposed structures. C) Location of all trees with Diameter at Breast Height (DBH) of six inches or more. d) Tree species and sizes in DBH. e) Trees to be removed should be clearly marked with an "X". 0 Trees to be preserved on-site for mitigation must be marked with brackets"[ F% g) Location, size and species of any proposed new replacement trees marked with a circle "O". h) Location of utilities and easements as applicable. i) Location of trees to be preserved on-site with barricading indicated. 8. ON-SITE REQUIREMENTS: a) All trees identified for removal MUST be marked on-site by RED flagging, paint or tape. b) All trees to be preserved on-site for mitigation MUST be marked with BLUE flagging, paint or tape. C) The front property corners must be marked by stakes or paint indicating the Lot Number or Address. 9. * INCOMPLETE APPLICATIONS OR INACCURATELY MARDED SITES WILL NOT BE PROCESSED. I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE II, TREE PROTECTION, AND ALL OTHER APPLICABLE CODES AND ORDINANCES OF THE CODE OF ORDINANCES OF ATLANTIC BEACH. MaAV41 �� 2_.j 4116 oa Applicant's Signature Date 41 TRS th S1W 99%T C/IuQC11 2-SA6 oo Owner's Signature Date CITY USE ONLY: Tree Conservation Board Chairperson Date CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 -;h PERMI ;INFO MT:O N{ . Permit Number: 20775 Address: 31 LEWIS STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: CHURCH Lot(s):5 Block: 2 Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: ©1RUNER INFO. (VI TION ".r '. �^ Date Issued: 10/11/2000 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (000)000-0000 Work Desc: TREE REMOVAL PER TREE BOARD APPROVAL PROPERTY OWNER = "x 3 TREE BARRICADES TREE BOARD COMPLIANCE NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAWN (�-- Cx ATLA IC BEACH BUILD G DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH, FL 32233-TEL: 247-5826-FAX: 247-5877 y ;:pERM1T'INFQRII AY Q Permit Number: 20775 Address: 31 LEWIS STREET Permit Type: TREE REMOVAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: CHURCH Lot(s):5 Block: 2 Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: OVIrNER""IN"FQ Date Issued: 10/11/2000 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: 000)000-0000 Work Desc: TREE REMOVAL PER TREE BOARD APPROVAL WOEAPM E$° PROPERTY OWNER 01 TREE BARRICADES TREE BOARD COMPLIANCE NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. (�, C/1A ATLA IC BEACH IBUIL-D-TNG DEPT. (11 )BUILDERS, ■ 10/04/00 Don Ford Building Official City of Atlantic Beach Atlantic Beach, FL 32233 Dear Don, This letter serves to notify you that as of am no longer responsible for the project which is permitted under your permit number 20 o .50 Please cancel the permit as of that date. Sincer 1 Steven R. uth President C. 0/2exf— 7,40"w CITY OF ATLANTIC BEACH I MCLs�f'1V�II:i�1`L rERIV�I i J nv ORO CCeimOLC NRGAv-A�TLNNITly BEACH,FL 12211-TEL 247-5828-FAX58 -. 247- 77 vvv vu �. i E_�.--- -- ---P—ERM—IT --- -- -_----- ._-- _.~-i Permit Number: 860RMATlON_ Address: Lv31�TI®LEWIS STREET Permit Permit Type. MECHANICAL i ATLANTIC BEACH, FL.3223.3 Class of Work: NEW Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: OWNER INFORMATION _ Date Issued: 4/10/2000 I Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: 25-00 1 Address: 28 DUDLEY STREET Amount Paid: 25.00 i ATLANTIC BEACH FLORIDA 32233 !, Date Paid: 4/10/2000 Phone: (0001000-0000 Work e��: Inrcrq L�n�iA��K iu FREEZER - --- CONTRACTOR(S�- _ -�— APPLICATION FEES _ EASTCOAST HEAT AND AIR, INC. i PER _ - — 25AQ i I Ins _ -_'_ns I 3equired__ I I NOTICE- INSPECTIONS MUST BE REQUES DA EAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 4 ATLANTIC BEA HBUIL ING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING ,i 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 L CATIC"IN 1 FCR ATIOIV RMIfi INE TIONAddress: 31 LEWIS STREET Permit Number: 22021 ATLANTIC BEACH, FL 32233 Permit Type: BUILDING Book: Class of Work: NEW Township: Range: Lot(s):5 Block: 2 Section: Proposed Use: CHURCH Subdivision DONNER'S REPLAT Square Feet: Est. Value: '15,000.00 Parcel Number: Improv. Cost: 5,000.00 (�Ir�i� #: '1NF�RNtAtION Date Issued: 5/2 5, 001 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Paid: ATLANTIC BEACH, FLORIDA 32233 Amount P Phone: (000)000-0000 Date Paid: 5/24/2001 Work Paid: STORA E BUILDING PCT[O1 F 1 TRACT. PERMI 0.00 SUPERIOR SHEDS, INC. y ac � Fo F � x• Yn � �, 44 JAS".) � `�' £• FINAL NOTICE-�NSPEGTI , _ ST BE REQUESTED AT LEAST 24 HOURS PRi "k TO INSI ECTION FBUILDINGMATERIAL,RUBBISH ANOIDEBRIS FROM THIS WORK MUST NOT BE CED IN OBLIC SPACE, AND CLEARED UP AND HA ULEb-'AWAY BY EITHER CONTRACTOR OR OWNER 4. "FAILURE TO COMPLY WITH'T RUCTION LIERESULT IN THE PROPERTY OWNER PAYING TWIt:E,. OR ISSUED ACCORDING TO APPROVED P6�P WJ',I NI'I�C R A, T t F P AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROV191t7NS.� } AW AT PNTIC . " CH BU DING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 24745626-FAX 247-5877 �-=!MRII L, 'CATI ,N 1 NPerm22021 Address: 31 LEWIS STREET PermypILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range' Book. Proposed Use: CHURCH Lot(s):5 Block: 2 Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: 5,000.00 /N INI A N Date Issued: 5/24/2001 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/24/2001 Phone: (000)000-0000 Work Desc: STORAGE BUILDING CT pI�LIGATION`;F E5 J RMI 0.00 SUPERIOR SHEDS, INC. : 4 �Aliihiw 77 A, t � _?# ems• { FINAL E. 7t, K t NOTICE-r NSPECTKt ST BE REQUESTED AT LEAST 24 HOURS PRIM TO INSiECTION BUILDING MATERIAL,RUBBISH A DEBRIS FROM THIS WORK MUST NOT BE GED IN PJBLIC SPACE,AND _ MUST BE CLEARED UP`AND HAULED AWAY BY EITHER CONTRACTOR ORO ER "FAILURE TO COMPLY WITH THf?NS. RUGTION LIFE �,N RESAT IN THE PROPERTY OWNER PA1frNGS TE ORPflE S:; ISSUED ACCORDING TO APPROVED NS"W".1HiCH 'R� 'AOT f F�e T AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONo y k AT NTIC ACH BU DING DEPT. CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address rSTV0416Q1LaP,"1U6 ) Date Heated Square Footage @ $ per sq ft = $ Garage/Shed _ per sq f Carport/Porch @ $_7 per s = $ Deck $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ _ Tote Valuation 1st Remaining Value $ per thousand rrr portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ BUILDING PERMIT FEE $ WATER IMPACT FEE SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) . 0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES S CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $_ GRAND TOTAL DUE $ F, ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL,ADDITIONS, OR ALTERATIONS, MOVING, DEMOLITIONS Owner(s) We i-,rce� a5�,.� 3aP -,s-�- C�.a��>^�s !-�et����, � awd� r\1,r,,4,-,as Job Address 31 LsL ,s S•k r,eA- Phone qc,,A w Lot# 3 Block or Unit# Z Subdivision Contractor S",—A S i n c> State Licensee# _ Address 5 3 t8 Q h A 1 ; P� \-4,C, ,�-X;e Phone C 31 3 5-3 City State 1-L Zip 312-0-7 Describe work to be done n 0, arc "I-G. S in CCA Present use of building Valuation of Proposed Construction 1; L4 7-7 3 Proposed use S c Is this an addition? If yes, what are the dimensions of the added space: � .� ft.x Will the added area be heated and cooled? r S New electrical(or increase) i rJ C New plumbing fixtures? too New fireplace?. 1.10 New Heat/AC? e5 SUBMIT THREE (COMMERCIAL)TWO(RESIDENTIAL) COMPLETE SETS OF PLANS,S INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT,AND OWNER/ CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. Signature of OWNER l Date: t 0 Signature of CONTRACTOR • Date STATE OF FLORIDA COUNTY OF T)U\14 .. Sworn to(or affirmed)and subscribed before me this 1Jr day of AS TO OWNER: Notary's Signature _64LA"--� ❑ Personally known MIUIRM41O'G %?Produced Identification Mottry PubliC-StOte Of F1aAdb ofCommwon Bq*w Ma 31.2 Type of identification produced E,7 L CornmissiOn ti CC72078t S 3 ZZ- ZI 7-U gd-O. Sworn to(or affirmed)and subscribed before me this day of , 200 AS® Notary's Signature ❑ Personally known MAY , 5 2001 ❑ Produced Identification City or Ati�rrJG Licwc,, Type of identification produced Building and ZoninZ Book 9991 Page 457 Lc! :%R'91116027 ri MINI P.E-TUP'N C01Pa 457 1 N F NOTICE OF COMMENCENIE�X & Recorded - o OSl16lc'GOI 10:f :13 AN JIM FULLER CLERK CIRCUIT COURT DUW1L COUNTY TO WHOM IT MAY CONCERN: TRUST Fn $ 1.00 RECORDING $ 5.00 The undersigned hereby informs all concerned that improvements will be made to certain .3- real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. lr Description of Property *10-4 <X rVj 2- L—Lel' oov- _me, L-,reeyA ev"n ("e-cc"-A5 4, D General Description of Improvements %J4- 0(1 V 'r<- N- Owner Oc v-N )-v- 01 %A-1�1\ + istier, ; Address: 010 Owners interest in site of improvements: S �A Fee Simple Title Holder(if other than owner) 'zy Name Address Contractor Address k IAkn 3 -� 7 a Surety (ff any) Address Amount of Bond Name of person within the State of Florida designated by'owner upon whom notices or other documents may be served: xi Name Address In addition to himself, owner designates the following person to receive a copy of the Leinar's Notice as provided in Section 713.13(1)(F), Florida Statutes. (Fill in at Owner's option), Name Address: �rF !ELqw )rr to aa d ;q_ .- - . _L _ p_ bs riaq_ before methis 45C4 day of MAUREEN IaNG Notary PUW-state or F"kic Notary Public My Commission EVkw Mcr 31.2002 x3� � rib . C Aim. L.. 5 `IL saw-..r..�...... awftmt��—�� .,.�.r�4 �mm wm* �_......... .......... fP�q coag oMis ureal ocam W wro ;_�a. &Am r..,... soy `fS' vm I�11 l7 'w"L` ,. .x=6 ,. ,...._.�" ....law '.�. urs+ ao( 8a1 ow owosooaa meow" art ar: ..,..._...� waw r.......... -,....�....... UWM �o orre uwciE MMNIgOw -��� %IW L aao UWT M 0001' foul M oar IYC!lOL+� S 30/ aver o�ra�a�oa� j%nW PvG2 r .BOCK spEcrFrcATrolV,s Spacing is determined by length of unit; Spacing maximum is 6' Af t j LENGT} :: raTA� -_C)F- t M,-B►LC1CK8x- M- PSK1Q -! UP TO 12' 6 3 UP TO 16' 8 4 UP TO 24' 10 5 UP TO 30' 1 12 6 UP TO 36' 14 7 ( UP TO 40' 16 8 14' Wide receive- 1 Block with every 10' on inner skids Also: 12 ' Wide residential Center skid Receives 3 blocks May 2000 TOTAL P.02 SUPERIOR SHEDS 407 6% 2006 P.01/32 w w Q . ANCHORING ORI�1l G SPECIFICA 'TIONS - Anchoring is determined by length of shed - Quantity of anchors is "for each side" - Spacing -- Distance between anchors starting on one end of shed EXAMPLE: 8' Length = 1 Anchor 2 Ft. in 1 Anchor 6 Ft in , LENGTH,'- `Qlta - _ = �.:: PaCf�tE N 8' 2 2' g' + 10' 2 2' 8' 12' { 2 2' 10' 14' ( 2 4' 10' 16' { 2 4' 12' ? 20' { 3 2' 10' 18' f 24' j 3 4' 12' 20' 4' 12 18' 26' 36` { 5 4' 12' 20' 28' 40' 5 4' 12' 20' 28' 36' Concrete anchorspacing 6' Wide units spaced every36 inches 8' Wide units spaced every 30 inches 10' Wide units spaced every 24 inches 12' Wide units spaced every 20 inches 14' Wide units spaced every 16 inches (if high set -- anchor extension must be added) May 2000 RANCO Pon" A" ►LA. 1967 LAWS ►s 1171"13a ")HOME f'�,jOM Irr of "zrA11t IN OWLICAT91 cc to f lht?llt com>tStt'. 0 The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statutes, the following information c+ is stated in this NOTICE,, rOF COMMENCEMENT. 31 f 5 S% � n� 8� �• L 322�� 0. I .... r.'.. � �..��.. °� �s'. :.....�:� a rc ..... Description of property..•• 2h `°rIHep 1 N! � ......»»"»_ .................................... k,,& h �����................................. .....»..� �s ................ .,,,s S . .X01.r....3::� . "��..'........................... o _ ? a n � Se; .G! a _.......................I........................ _................................ . ...._. , ............................... ...................... ... .�. CA General description of improvements•....... W.Ca........ ` ' .r.jY.......»G�;G.K,�+ �d h........ ..................................... .......................................................................................................................................»....................»........»..»........................................... .............................................................».:..............................».......................................I...................................................».............................................. ......................................................... Owner � P..... Address.......... ... ........... .V ���..Y..........4........��J..��.X... 3»`�-.�»»��....�':��.....�'�,.�..,R:E ... .....» Owner's interest in she of the improvement..................................................................................................».........».................................... Fee Simple Title holder (if other than owner) y� Name-.......... n�l.�f�... . : :.......�S 1�� !V......I .:....�7�c�7f� .........................................................._........... .I.. Address........................ ....................................�................................................... ...,r..... ». ........»... .»..... ........ Contractor.........-... ... .. .l„�-'t..��:5. ....i... �t ..............................................................».»...».......»..........._...... /�ress............................... .............-r1..f'--�.....G.k.........»!�:v'°:.Y.....A-f..�i T.rG.....A..° r:�,., �v�!,cis ., ,.u�,.. Surety (if any)...................................................................»......................................_......................................... ....».................................»......» ... Address...........................................................................»...................................................................Arrant of bond =..................._.......... None of person within the Stat• of Florida designated Ly owner upon wham notioa or athar loam ds may be served: Name._......... .......................................»...................»...................................................................»..................».»........».....».......»...........»........». Address.................................„.....................................................................................................................................»........................................_..... In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.13 (1) (F), Florida Statutes. (Fill in at Owner's option). Name.....................................................................»................._............................. ....................................._..._.......»..»..........».................................. Address............................................................................»..................................._.._.... ..�,,_ f.3....._.............._....«.............»........»....._...... e...a aa�wa awes aawwawaa.a .ua wu.r 1 CITY OF ATLANTIC BEACH PERMIT CALCULATION IREET Address— 17 jaid r e14 2 le(.Tj 0 J Date Heated Square Footage per sq f,.t = S� Garage/Shed $--------per sq it Carport/Parch Ik _____per sq f t Deco $—Per sq ft Patio sq ft TOTAL VALUATION: Total Valuation 1st Remaining Value $ per thousand or portion thereof TOTAL BUILDING FEE + 1/2 Filing Fee ( ) Fireplaces @ 115 , 00 BUILDING PERMIT FEE WATER IMPACT FEE SEWER IMPACT FEE WATER METER/TAP CAPITAL IMPROVEMENT 8 SEWER TAP $ -1 1 RADON (NRS) . 0050 8 SECTION H PAVING S— HYDRAULIC SHARES CROSS CONNECTION I SURCHARGE . 0050 OTHER ('t- s " C' P2- C GRAND TOTAL DUE X-/ z C­ ADDITIONAL PERMITS OR FEES : Mechanical_; Plumbing_-_ Electric/New.......Electric/Temp......; SwimmingPool Septic Tank well Sign­_Finish Floor Elevation Survey Other CALCULATIONSand/or NOTES : CITY OF ATLANTIC BEAD 41 PERMIT APPLICATION REMODEL, AUDITIONS, OR AJ�Tf W ,"t;OKS M10V3NG.,DEM0Z1TICffS L CilY Cf A;-k�l)Jc B*Neach Z Owner(s) :_ r2cecus Z ljeYsuildi ►4 Job Address: —Phone: 24/7 -/ y 7 Lot # Block or Unit # /'-7— subdivision: Contractor: 8%5060r0f67P.-State License #CGCO( 041$ Address: 4�9 77 Phone No:,?V3—,,q,70F %6---3,&-9 c i t y If 72,4&FV-04WIl State Fl- -Zip Code 32 3 Describe work to be done: *qr>on /?Iry ,0 1A tjf, Present use of building: I 01_� twplf e-5 Valuation of Proposed Construction: 000 Proposed use: 54-0 fEq&_ Is this an addition?_ f S If yes, what are the dimensions of the added space: 2 d ft. X ft.' Will the added area be heated and cooled? \le5 New electrical (or increase) ?_zf-15 New plumbing fixtures?t445 New fireplace?KO New Heat/AC?—Ye-5 =IMT == (C0HWrACzLz) Wo ?=5z=ffTz1L) Caw== 5=8 or Puma, zNCz=z= Sx2z FLW, SURvzr, ==r 0= 3=00, NMZCZ OJr CC6&MCZN=T, AND M/ComtACTOR 7XT =WTFA=0ft. Signature0 Date:Signature CONTRACTOR:4R Date: ? 20(90 AS TO OWNER: U Sworn to and subscribed before me this da of NOTARY PUBLIC All parda AmoneM AS TO CONTRACTOR: My COMMSSION#CCM81 EXPIRES August 27,2000cc INC. Sworn to and subscribed before me this d s0N=MMFA DCNOTARY PUBL'IC'(/ rgn ,3 Ba C ch -;�d Zoning CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 Permit Number: 20050 Address: 31 LEWIS STREET Permit Type: CHURCH ADDITION ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: Proposed Use: CHURCH Lot(s): 5 Block: 2 Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: 12,000.00 Date Issued: 5/12/2000 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone`. O00 0000000 Work Desc: CONSTR. TW V T Y ApDJTIaN AT CHURCki STEVEN R. GEUTHERv ''° n san Y FOOTING COVER UP FRAMING FINAL BUIL OIG „ INSULATION NOTICE INSPECTIONiMUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS,FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED U0'� D HAULED;AWAY'BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY 1t ITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR-,BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS`WHICH:ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ATLANTIC BEACH BUILDWEPT. New Friendship Missionary Baptist Church 'S Dudley Street. Atlantic Beach. Florida 32233 Phone 1904) 246-1426 Rev. ManinNash. Pastor May 4,2000 City Of Atlantic Beach 800 Seminole Road Atlantic Beach,Fl. 32233 Dear Sir/Madam This letter is to verify that Forest Thomas,who is the Chairman of the Board of Trustees and President of New Friendship Missionary Baptist Church of Atlantic Inc.,is authorized to initiate and sign documents for the Helping Hands Ministries. The Helping Hands Ministries is an Outreach Ministry of New Friendship Missionary Baptist Church of Atlantic Beach Inc. �Ly Clemon R. Wortherly, Secretary of Trustee Board �t ..Y t U1'�L1?7 City or Adan-Lic each Building and Zoning T,13u;' Sub- h!(' J,I I It of l: isllusL 'A Q) L) al— IN, T I,-%,WE Py Pt'0'.f1t I 'I 11C)'r, '.'i' Pt- RL TfW�LU'NTY T11,41 ARE NOT sPjw,-j ofd TN:'.: 11r'k,'Ll 114 F1 7-. 14F v L, IPA") AP�-� 1 9 126.0 1 I 5Fv 4 IT, !,0 .-'A1,11114 T.'1'—,171,1!,�. AT GVWJt IS,FA(3f It.InCf 'i 141.11 -.1f,iw 1#4'IA.Afflpj-:1s 1,1,1M VA-LA,1,11 4� f-V- 4�IMPQIW7 w.&C, j)Fphv.w,.f>r ME ':Tiwr E�15f'M (-Cf1Tf_fJLI#JIL AT City of Atlantic cacti r VONT OF t-UVVATbr1r Af4fl f-VINT t:r 1ArJ,E:Nr1'- OwIloing and Zoning DU FID�UINIJ LAMOP 1103 ',OCIPe Tl:flqf' S,Mr157 L,A;i (LJLI-) 2, 1; L L "11,41 'n", "'.1 ":f-Li--o:5 IT O'. ANO hll:�_7ilr_ A, elf 1:V 11[F rt OOff I,:, t�r.jwi-o I F T- E,-f.. !f Il41C,.1 � L..1r_11I I I:r .I :� ) i;l r.r 1 r ; r L`_',. ] 1 I ) i'L.f 1 • I I..;1 .,. I �., ! ,.,. r n IJ10 r , T7 —j , r _, 1 , I 1 1 j i ( ;, r 4 l 1. Ql— c r i [.11 _1`113 f L•Yi31c Yl ., T�?1Hn! nrher f11 1 rNF 1)1'Fl,+i Hf,r Y-JIf I !'-ns A. Ct- �Wy Tf'iUTIC?P,1.NF-• r Ei'H,LI, hY' Eg ,�r. t p ' - -"I IPa11f• 51i' „o!Y Ir,rr+LNiV aI [.u11UJu P f+,-CCYUCICr,IIJ CHI.OxiLt le1_r'c!f rlJ� -TV:-GUI 11 Y THAT AHE 001-St"'W4 IN f HI-. --,-.)W :-_r c^� nW �J/! Its IT!,1V11I•[iT i :, IN EI ,' rl.-- ". li' IL•,r I, ! ' f ill 11'.Fr, .a -1_,e rAI.,I.,r,IT, ,I 1's+Nri 1rr ' L'. ��J,r)tl�1,,4Lj',a..t, 1'l r^tr L`�;L•F1'L/eT ltF-h,7"e:l� �1F<.irr':!'�--f 1,1 7'r..iJ t.:h-l.:,rrt ((�� Atlantic �-y {., r.1 YFUNT El,.NO a p1U -CHc PLI r1EARtNc r>�N v-vlrrrl•�"V .1.010 Amity of A,tlan 41c BeaC1I HIE CI'NNE:r:Tit",r I�-rIry•:�LUPJ'i f_f2(_re,E MAIMEWYA1100 AT 4P Or AI,G Pull-of '?Aw;r jt;Y•,. Building and Zoning ! rril (.t!r r r.'n�r tLl /. ��.. If-•.AI 7t 1,. t_rr,.l t"ti� A("r:T NIC- h u'Il fl,nr !t HI r-,ul. N-TANOpi n`i Lf ,rr/" 11 f l 7NY F101,1114 r._V L,., ...\ N}rL +t9 , IANI' fl 110"I 1rx1r)i ?lu/:a 'MiFT .}) 1-:�-- „) r .. 1,,-) 7ta)�; .5!-)r e..r" ir,., -�, r,.,J ,:J,t• .a:.;. e1!-1. i;:_ !._EU Fc f,'.r i'„%.i i,'L'ry'U, !"r/111'1'•;/ r.•Kf_r LC.-•5 !] C, tin•,vL: ANO JA 'lyr 0f?I1-V,'11L rV:,f71 'X,J. C'1 IIIf 1'C r71tf1iii LJCENLL11 1,111U >.,,I:1 CY1ll "!N-,d F.- rPMF 1% 17;31iLi' i!rr:. + r HELPING HANDS MISSIONARY PROJECT HVAC LOAD ANALYSIS for Ted Barrett P.O. Box 331309 Atlantic Beach, FL 32233 L itqjof two it RHVAC. RmMTIAL, HVAC LOADS Prepared By: ! Jeri Boxx REC- ` `'"'" Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 City Of (904)249-8251 Building Mid ,�f lshic' 03-10-00 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Helping Hands Missionary Project Neptune Beach, FL 32266-1798 03-10-00 Page 2 Project Summary Project: Helping Hands Missionary Project Company: Ocean State Heating &Air Conditioning Client: Ted Barrett Representative: Jeri Boxx Address: P.O. Box 331309 Address: 1476 Atlantic Boulevard City: Atlantic Beach, FL 32233 City: Neptune Beach, FL 32266 Phone: 249-8127 Phone: (904) 249-8251 Fax: 249-5542 Fax: (904) 249-8949 Design Data Project Name: Helping Hands Missionary Project Reference City: Jacksonville, Florida Daily Temperature Range: Medium Latitude: 30 Degrees Elevation: 26 Feet Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter: 27 N/A N/A 72 N/A Summer: 96 78 50% 75 51 Check Figures Total Building Supply CFM: 453 CFM per square foot: 0.395 Square feet of room area: 1,147 Square feet per ton: 1,064.94 Building Loads Total heating required with outside air: 18,937 Btuh 18.937 MBH Total sensible gain: 9,952 Btuh 81 % Total latent gain: 2,289 Btuh 19 % Total cooling required with outside air: 12,241 Btuh 1.02 Tons (based on sensible + latent) 1.077 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday, March 10,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Helping Hands Missionary Project Neptune Beach,FL 32266-1798 03-10-00 Page 3 Total Building Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 49 1,599 0 3,547 3,547 10D Door Wood Solid Core 20 414 0 226 226 11A Door Metal Fiberglass Core 42 1,115 0 610 610 12C Wall R-11 + 1/2" Gypsum(R-0.5) 471 1,907 0 1,043 1,043 14B Wall 8" or 12" Block+ R-5 471 3,052 0 1,174 1,174 16G Ceiling R-30 Insulation 527 783 0 783 783 22A Slab on Grade No Edge Insulation 71 2,588 0 0 0 Subtotals for structure: 1,651 11,458 0 7,383 7,383 Active People: 1 0 230 300 530 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 902 0 905 905 Infiltration: Winter CFM: 133.0, Summer CFM: 59.1 111 6,577 2,059 1,364 3,423 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 9,952 Temperature Swing Multiplier: X1.00 Building Load Totals: 18,937 2,289 9,952 12,241 Check Figures Total Building Supply CFM: 453 CFM per square foot: 0.395 Square feet of room area: 1,147 Square feet per ton: 1,064.94 Building Loads Total heating required with outside air: 18,937 Btuh 18.937 MBH Total sensible gain: 9,952 Btuh 81 % Total latent gain: 2,289 Btuh 19 % Total cooling required with outside air: 12,241 Btuh 1.02 Tons (based on sensible + latent) 1.077 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday, March 10,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Helping Hands Missionary Project Neptune Beach, FL 32266-1798 03-10-00 Page 4 System #1 Summary Loads Component Area Sen. Lat. Sen. Tota( Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 49 1,599 0 3,547 3,547 10D Door Wood Solid Core 20 414 0 226 226 11A Door Metal Fiberglass Core 42 1,115 0 610 610 12C Wall R-11 + 1/2"Gypsum(R-0.5) 471 1,907 0 1,043 1,043 14B Wall 8"or 12" Block+ R-5 471 3,052 0 1,174 1,174 16G Ceiling R-30 Insulation 527 783 0 783 783 22A Slab on Grade No Edge Insulation 71 2,588 0 0 0 Subtotals for structure: 1,651 11,458 0 7,383 7,383 Active People: 1 0 230 300 530 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 0 0 Ductwork: 0 902 0 905 905 Infiltration: Winter CFM: 133.0, Summer CFM: 59.1 111 6,577 2,059 1,364 3,423 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 9,952 Temperature Swing Multiplier: X1.00 System Load Totals: 18,937 2,289 9,952 12,241 Check Figures Supply CFM: 453 CFM per square foot: 0.395 Square feet of room area: 1,147 Square feet per ton: 1,064.94 System Loads Total heating required with outside air: 18,937 Btuh 18.937 MBH Total sensible gain: 9,952 Btuh 81 % Total latent gain: 2,289 Btuh 19 % Total cooling required with outside air: 12,241 Btuh 1.02 Tons (based on sensible + latent) 1.077 Tons (based on 77% sensible capacity) Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Friday,March 10,2000 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Helping Hands Missionary Project Neptune Beach, FL 32266-1798 03-10-00 Page 5 Room Load Summary Reports System#1 Room Load Summary Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM ---Zone 1--- 1 Office 620 11,385 148 0-0 0 3,379 1,380 154 1.00 154 154 Area 2 Storage 527 7,552 98 0-0 0 6,573 909 299 1.05 314 299 System 1 1147 18,937 246 9,952 2,289 453 468 453 Totals Main Trunk Size: 1 0x1 0 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.020 81%/19% 9,952 2,289 12,241 Recommended: 1.077 77%/23% 9,952 2,973 12,925 System#1 Equipment Data Heating System Cooling System Friday,March 10,2000 «t FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Helping Hands Missionary Project Builder: Ted Barrett Address: Permitting Office: City, State: Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition ` 12. Cooling systems 2. Single family or multi-family Multi-family - a. Central Unit Cap: 100.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 1 _ b.N/A 5. Is this a worst case? No _ 6. Conditioned floor area(ft) 1147 ftZ c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' - 13. Heating systems b. Clear-double pane 49.0 ft2 - a. Electric Heat Pump Cap: 100.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ft, _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft, b.N/A 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0,71.0(p)ft c. N/A b.N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap:40.0 gallons _ a. Frame,Wood,Exterior R=11.0,471.0 ff - EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0,47 1.0 f? _ b.N/A c. N/A d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,527.0 fe _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.04 Total as-built points: 10037.00 PASS Total base points: 12909.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this yo�Tt3ESTgT�o Energy Code. calculation indicates compliance with the Florida Ener Code. PREPARED BY: Ocean State HVAC Energy Before construction is completed - o DATE: 3' 7 • � this building will be inspected for I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Florida Energy Code. Florida Statutes. CODS OWNER/AGENT: BUILDING OFFICIAL: SV1 ' f DATE: DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1147.0 33.05 6824.5 Double, Clear E 2.0 8.0 16.0 40.22 0.91 587.4 Double,Clear E 2.0 8.0 16.0 40.22 0.91 587.4 Double, Clear E 2.0 8.0 17.0 40.22 0.91 624.1 As-Built Total: 49.0 1798.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 471.0 1.70 800.7 Exterior 942.0 1.70 1601.4 Concrete, Int Insul, Exterior 5.0 471.0 1.00 471.0 Base Total: 942.0 1601.4 As-Built Total: 942.0 1271.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 6.10 122.0 Exterior 62.0 6.10 378.2 Exterior Insulated 42.0 4.10 172.2 Base Total: 62.0 378.2 As-Built Total: 62.0 294.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 527.0 0.60 316.2 Under Attic 30.0 527.0 0.60 316.2 Base Total: 527.0 316.2 As-Built Total: 527.0 316.2 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 71.0(p) -37.0 -2627.0 Slab-On-Grade Edge Insulation 0.0 71.0(p) -41.20 -2925.2 Raised 0.0 0.00 0.0 Base Total: -2627.0 As-Built Total: -2925.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1147.0 10.21 11710.9 1147.0 10.21 11710.9 Summer Base Points: 18204.1 Summer As-Built Points: 12466.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12466.7 1.000 0.974 0.341 1.000 4143.0 18204.1 0.3573 6504.3 1 12466.7 1.00 0.974 0.341 1.000 4143.0 EnergyGaugeTm DCA Form 60OA-97 M FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points .18 1147.0 9.76 2016.0 Double, Clear E 2.0 8.0 16.0 9.09 1.04 150.6 Double, Clear E 2.0 8.0 16.0 9.09 1.04 150.6 Double,Clear E 2.0 8.0 17.0 9.09 1.04 160.0 As-Built Total: 49.0 461.3 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 0.0 0.0 0.0 Frame,Wood, Exterior 11.0 471.0 3.70 1742.7 Exterior 942.0 3.70 3485.4 Concrete, Int Insul, Exterior 5.0 471.0 5.70 2684.7 Base Total: 942.0 3485.4 As-Built Total: 942.0 4427.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 20.0 12.30 246.0 Exterior 62.0 12.30 762.6 Exterior Insulated 42.0 8.40 352.8 Base Total: 62.0 762.6 As-Built Total: 62.0 598.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 527.0 1.20 632.4 Under Attic 30.0 527.0 1.20 632.4 Base Total: 527.0 632.4 As-Built Total: 527.0 632.4 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 71.0(p) 8.9 631.9 Slab-On-Grade Edge Insulation 0.0 71.0(p) 18.80 1334.8 Raised 0.0 0.00 0.0 Base Total: 631.9 As-Built Total: 1334.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1147.0 -0.59 -676.7 1147.0 -0.59 -676.7 Winter Base Points: 6851.6 Winter As-Built Points: 6777.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 6777.9 1.000 0.990 0.487 1.000 3267.2 6851.6 0.5340 3658.8 6777.9 1.00 0.990 0.487 1.000 3267.2 EnergyGaugeT"" DCA Form 60OA-97 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 1 2746.00 2746.0 40.0 0.92 1 1.00 2626.61 1.00 2626.6 As-Built Total: 2626.6 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 6504.3 3658.8 2746.0 12909.1 4143.0 3267.2 2626.6 10036.9 [::p:ASS:l �y04'CF1E STgT�o�� l�con WE Energy Gauge TM DCA Form 60OA-97 M Y FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations; between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 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: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible 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. EnergyGaugeTA° DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 r ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.0 The higher the score,the more efficient the home. 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi-family Multi-family _ a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 1 _ b.N/A _ 5. Is this a worst case? No 6. Conditioned floor area(ft2) 1147 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 49.0 ft2 _ a. Electric Heat Pump Cap: 100.0 kBtu/hr c. Tint/other SC/SHGC-single pane 0.0 ft2 _ HSPF:7.00 _ d.Tint/other SC/SHGC-double pane 0.0 ft2 b.N/A _ 8. Floor Types _ a. Slab-On-Grade Edge Insulation R=0.0,71.0(p)ft _ c. N/A _ b.N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:40.0 gallons a. Frame,Wood,Exterior R=11.0,471.0 ft2 _ EF:0.92 _ b. Concrete,Int Insul,Exterior R=5.0,471.0 ft2 _ b.N/A _ c. N/A _ d.N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0,527.0 ft2 _ 15. HVAC credits _ b.N/A _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) 1 sTq?� in this home before final inspection. Otherwise,a new EPL Display Card will be completed �ti based on installed Code compliant features. Builder Signature: Date: I- a Address of New Home: City/FL Zip: r�c0D WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar"Mdesignation), your home may qualify for energy efficiency mortgage(EEA incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 407/638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGaugc®(Version:FLRCNA-200) IT A FOR OATE TIM ,M. ZO M E ------------ SIGN EO -tops FOR 41N:3OUORM02P 41Th1 . . �zfS�o CITY OF rctic Seac.� - ��Cr�ida 800 SEMINOLE ROAD __._-----_------- ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE(904)147-5800 FAX(904)=-5805 May 3, 1996 Willie Carter 31 Lewis Street Atlantic Beach, FL 32233 Dear Mr. Carter: Our records indicate that you are the owner of the following property in the City of Atlantic Beach, Florida: Re: 31 Lewis Street a/k/a Lot 3, S.112 Lot 5, Block 2, Donners Rep/at RE#172203.$600 Investigation of this property discloses that I have found and determined that you are in violation of City of Atlantic Beach Ordinance Chapter 12, Section 12-1-3 and 12-1-8, i.e., the interior and exterior of the building and property are such as to create a detriment to the health, safety and welfare of the community. You are hereby notified that unless the conditions above described are remedied within fifteen (15) days from the date of your receipt hereof this case will be turned over to the Code Enforcement Board. Under Florida Statutes 162.09, the Code Enforcement Board may impose fines of up to $250.00 per day for a first violation and $500.00 per day for a repeat violation. Sincerely, Karl W. Grunewald Code Enforcement Officer KWG/pah cc: Public Safety Director VIA CERTIFIED MAIL RETURN RECEIPT REQUESTED R 'S 7 170 896 022 Receipt for Certified Mail No Insurance Coverage Provided Do not use for International Mail (See Revers � rnt to 01 J-- Street anANIJ P. de 3 C;[L-LAFS 0 Postage M _ E Certified Fee O 0. Special Delivery Fee a Restricted Detivery Fee Return Receipt Showing to Whom&Date Delivered Return Receipt Showing to Whom, Date,and Addressee's Address TOTAL Postage ^1 &Fees Postmark or Date %al services. I also wish to receiv following services (for an arse of this form so that we can feel niece,or on the back if space 1. Wdressee's Addrt aapiece below the article number. 2. ❑ Restricted Delivery rticle was delivered and the date Consult postmaster for fee. 4a. Article Plumber b1n 2- 4b. 4b. Service Type ❑ istered El Insured Certified ❑ COD j� ❑ x Mail ❑ Retum or Mer ck6h4gie 7. D _of el' er 8. Addressee's Addremy if aested and fee is paid? o k yL �sys W--M2-71+ DOMESTIC RETURN RECEIPT 12441 NT t}�BU�.t»NG 'Y OF AT1ANTtC BEACI-I PERMIT INFORMATION LOCATION INFORMATION I mit Number 126,41 Addy+ r 1 LEWI S :STREET P *mit . T'ype**RE-ROOF ATLANTIC BEACH, FLORIDA 32233 lass "of ''No rk.NEN; _ ,."�_� - LEGAL DESCRIPTION C: atz. Type:WOOD FR; 1,160 k d Lot Twp � + Fro,pose Use: S110LE FAMILY Sectidw 0 Subd. Rng; Dwel l ingt: 1`_ Suboivision t Est . Vt�� EfQ Irnpr ►V« 'G�t.: 2 r 4 0.0,0 .l F 2 5.ooC Total Amount >=i CIT i TICIN ~ � APPLICATION FEES ------- T 25.04 AAd 31 FL£IR I DA 11 4 3, ­ ; Name PR CI' flNS`TRL�CTi JACKS r OAIDA 3220 „ Li 9 Exp: l 1 wasS: ,,. 4 , NOTIM—ALL CONC R "M f o"+AND FOOTINGS MUST BE INSPIECMP BEFORE POURING " PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT"'SI PLACE 3"IIS#PUBLIC SPACE,AND MUST BE CLEARED Ufa AND HAULED AWAY BY EITHER CONTRACTOR OR OWfVI=R' FA URE :Pomp f 1 M,THE L AN RESULT ASCE '" ' I�1tG ' t1EHTt IMF I +GC?II TO ►PF RCEI3'MANS 1tH1+tI++ I '''AN" SMI,€3.WERIIT,�I R 0#APPLICABLE PROVISIONS OF4 A ATLAIID BUILDING DEPART '- .- ; a, CITY OF ALANTIC BEACH ROOFING PERMIT APPLICATION Owners) Address: ��� LC► .J .� MQ�i C��tl Phone: Lot # , Block or Unit # Subdivision: Contractor: _.c>raS , --- Address : 3\n 5 � �r Cil C �.� WD, City, State and Zip e 3 ?-?n-7 Phone 39 93-3s?'_ �j State License #z 'e' ri�<�C}��," Describe work to be performed: 1?"nnrr SE Valuation of Proposed Construction: Materials to be used: Signature of Owner; Signature of Contractor: Liability Insurance Supplied Workers Compensation Insurance Supplied License Information ,fp 12016 DEPARTMENT OF OUILCiNG CITY OF A►TIANTIC BEACI PE +IIT INFORNATION ------ -- LOCATION IriiFt?NA+lATION ..� 'ermit Na ber: 12016 Address: 31 LEXIS STREET Permit Type-BUILDING ATLANTIC BEACH, FLORIDA $2233 � Clary of Ne rk:REl a�tE _..--- .. LEGAL DESCRIPTION -- _--- Constr. `t' pe�:WOGD FRA14E Block* �. Lots Twp: Il Fra,osod Use:SINGLE FAKIL Se$ tie� x: " 0 s ubd: Rng: 0 Dwellings : 1 Subdtvisi.ean:LEMS Est.. value: 0 ,00 Imp;r,ov. Cost * 10,1000-,00: Total Fees: 50 .00 Amount 50.00 Date; 3/1996 Werk De" OCK AND, CEILINGS i .. ---------- T4 -_ M- ,..- T.I ON APPLICATION CATION FEES Name T 50.00 Add FLORIDA 32 Pba e Name.. Exr. / T k" NOTES:' s Nonce--ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED 919FORE POURING PERMIT VOID SIX MONTHS AFTER L ATE OF ISSUE BUILDING MATERIAL,RUBBISH ANO DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY E'1THER boNTRACT©R OR OWN1=R ` �►tLURST+ t1Pf ' 41 'H ?'HE ECHA1 'S # :AW CA►N ,RESULT tN ' "H R PS � "" PAYINGT1 TWICE Ftp THE UILDI1'�C�;#IW�PRb* `E E TS" ISSUE ACCORDING TO APPROVE[ PLANS WHICH ARE PART OF THIS PERMIT AND UCT J�1�OCATION FOR �iT10:,OF APPLICABLE PROVISIONS OF LAW. �i frll ., " City of Atlantic Bch; ATLANTIC B CH SU1LflIN AATMENT By n , ' - ' 1996 CITY OF ATLANTIC BEACH ��r bpd , PERMIT APDL I CATION RE ONS OR AL��" i�1�tS' ng DEMOLITION owner(s) :, CAddress : �QL 4- � i� Pho6e :2" Lot # Block orUnit # Subdivision: Contractor: V 12-'`2 r State License # Address: Phone No: Describe work to be done: -Z) Present use of building: --l'S(, s � ,� 6--� Valuation of Proposed Construction�s, Proposed use: ,%` A 0 Is this an addition? 4,/ ,) If yes , what are the dimensions of the added space: ft . X ft . W' ll the added area be heated and cooled? _ New electrical (or increase)? New plumbing fixtures?� New fireplace? New Heat/AC? SUBMIT ANO COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY , ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. OWN Signature 2��y�% � g OWNER: Date: 42- 5/ � Signature CONTRACTOR: /Jct/� Date License Supplied: psi B�Ck AP PPR PNS\NG cFF�cE Liability Insurance: p1 Worker's Compensation Insurance: i 8 CITY OF �t.�a�tic l�eacl - �wtcda 3OO SEMINOLE ROAD Nl LANTIC REACH.FLORIDA 32233-54=15 TELEPHONE (904)247-5300 � SU ON1 _'-t7-5305 Sl'vCOn352-5300 l DATE JEA Construction & Maintenance 2325 Emerson Street Jacksonville, FL 32207 Attention: Connie Re: Final Electrical Inspections Dear Connie: . Final Inspections on the following locations have been completed and approved: PERMIT NO. ADDRESS Please call me at 904-247-5826 if you have any questio0s. Sincerely, i ATLANTIC BEACH BUILDING DEPARTMENT r O n RN y `G G CD N r. 4 ? t0 T . s. .—.. W .c .9 2 Lo 1 � o m N 47r, N 41- @1t`A N ID - 0 m30 OD CD 9D CD m tP w aCD 7 r pN CD N T 9 Q o A J O� %► 13 0-0 CD- _ Co n � m �_ d eta Zo 2 loss s 3 w C, n � W � � N mow.{ o n y r n 1 �1 m � d a d Cho d 1, N U. 0 3 Q�N a O � � N r y- -g c y� Q t r$ia o U P�(L.ANI,G' FIORtOP OF ADDITIONS or CORRECTIONSl D• NOT REMOVE JOB ADPREr fpATE THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted $15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time of approve the installation. After additions or corrections have been made, call 247-5826, Building Depart- PLUMBING ment for an inspection. Field Inspectors ELEC LANl�C' . NOTICE OF ADDITIONS or C• " • D• NOT REMOVE JOB ADDRESS DATE r 3 ,'z: w$rs THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 3 fief 1-ilo d!Z+4- In-$15.00 REINSPECT FEE It is unlawful for any Carpenter, Contractor, Builder or other, persons,to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been PLUMBING made, call 247-5826, Building Depart- ment for an inspection. Field Inspectors ELEC are in the office from 8:00 a.m. to 5:00 p.m. Monday through Friday. BL e�iltp CITY OF ATLANTIC BEACH MECHANICAL PERMIT 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 2475877 :PERMIT INFORMATION LOCATION INFO IATION Permit Number: 18207 Address: 31 LEWIS STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: OINNERINFORMATtON Date Issued: 5/11/1999 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/11/1999 Phone: (000)000-0000 Work Desc: REPLACE/ EXTENSION HVAC SYSTEM CONTRACT : S . .. APP ICATION FEES COASTAL HEATING AND COOLING PERMIT 0.00 tons>R uir+ed. ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. E ATLANTIC BEACH bUILDING DEPT. CITY OF ATLANTIC BEACH MECHANICAL PERMIT WO SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 2475826-FAX: 247.5877 '>�ERM1T INFORMATION:'.. LOCATION'MNFORMA n " Permit Number- 18207 Address: 31 LEWIS STREET Permit Type: MECHANICAL ATLANTIC BEACH, FL 32233 Class of Work: REMODEL Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: OWNER INFORMATtON Date Issued: 5/11/1999 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 5/11/1999 Phone: (000)000-0000 Work Desc: REPLACE/ EXTENSION HVAC SYSTEM _ ._.. _ _..... ........... _. ... _... _.. . ._...... _.. . _ ___. {�ONTRACTflR APPLICATiON<FEES COASTAL HEATING AND COOLING PERMIT 0.00 ... '> �s ,, rrs R mired: ROUGH MECHANICAL FINAL NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. Q,.-. + ATLANTIC BEACH OUILDING DEPT--- BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLAN111 11EA111, FLORIDA 32233 APPLICATION FOR MECHANICAL PERMIT - CAI-LIN NUMBER IMPORTANT --- Applicant to complete all items in sections I, II, III, and IV. I. �J LOCATION street Addie,, -- / L_tw —fir. --------------- ------- -- --- — — — — An OF Intersecting Streets: B„I—en �_�'1„J /,r_...-_-_. d-------1�. BUILDING Sub-division -- -- — ---- ---- -- -- 11. IDENTIFICATION — To be completed by all applicants In considorolion of pe,mif for doing Ike work as described in Ilse abc,e sfafemnnl we hereby ag,ep to perform said w-N in accordance with the affaclf�ed plans and spesificalions whir?, are a part ),e,pol and in accordance with flip City of Jartsonville ordinances and standards of good practice liisfed therein Name of Mechanical Contractors Contractor (Print) A /�G Oh6l t/ Mosler Name of Property Ownet Signatvra of Owner Signature of or Authorized Agent Architect or Engineer 111. GGENE"L INFORMATION A• Type of hoofing fuel; IS OTHER CONSTRUCTION BEING DONE ON L�ocIrie TIIIS BUILDING OR SITE 1 y�,ys ❑ Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER OF CONSTRUCTION ❑ Oil PERMIT / 7 Z D/Other — Specify AIC-4 r 1040.a[P — IV. MECHANICAL EQUIPMENT TO IF INSTALLED NATURE OF WORK j (Provide complete list of components on back of this form) (. I Residential of (�1' Colruttercial �Ffeet ❑ Space [I Retested 97-tentral O Floor I.] New Building Q,**'Air Conditioning: [3Room fa,"'Centrel ( xislhtg Building )coCY-,r7o n A.� J. [ eplacomenl of exlsting system ❑ Duct System: Material r%t C X Thickness / L Maximum capacity T— d c.(.m. I-) New Installation(No system previously Installed) [LL-6tenslon or add-on to existing system ❑ Refrigeration Ll Other — Specify �— ---�--__ --�_�-- ❑ Cooling tower: Capacity 9•P•r^• ❑ Fire sprinklers: Number of headx ❑ Elevafor ❑ Monlift ❑ Escalator (number) THIS SPACE FOR OFFICE USE ONLY ❑ Gasoline pumps (number) (Rocoiwd) ❑ Tanis (number) Remarks ❑ LPG containers (number) ❑ Unfired pressure vessei Permit Approved by Data ❑ Ilollers ❑ Other — Specify Permit Fee LIST ALL EQUIPMENT — AIR CONDITIONING AND REFRIGERATION EQUICMENI- NumberUnits Description Model Number Manufacturer C17ons) proving (xbru) A`ency j CITY OF ATLANTIC BEACH i DEPARTMENT OF BUILDING BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17742 Address: 31 9@999Y STREET Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: 15,000.00 OWNER INFORMATION Date Issued: 2/03/1999 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (000)000-0000 Work Desc: REMODEL INTERIOR AND EXTERIOR OF BUILDING PER PLANS CONTRACTORS APPLICATION FEES HEYWOOD A. DOWLING i j I I Inspections Reaired COVER UP FRAMING INSULATION FINAL BUILDING I � NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION j FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I I 1 ATLANTIC BEACH B ILDING DEPT. CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road - Atlantic Beach, FL 32233 - Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT ef/U l t✓ ,�'��—' LOCATION INFORMATION PERMIT INFORMATION � -- Permit Number: 17924 Address: 31 °STREET Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: INCREASE Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER'S REPLAT Est. Value: 15,000.00 Parcel Number: Improv. Cost: _ __ _-_ OWNER INFORMATION Date Issued: 3/18/1999 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: 3/18/1999 Phone: (000)000-0000 Work Desc: ESS150AMPS-200AMPS 1 PH 3W 240V - &INCREASE & REWIRE _ CONTRACTORtS) -- APPLICATIONFEES BARKOSKIE ELECTRIC SERVICE PERMIT 0.00 In ROUGH ELECTRIC FINAL E i 4 NOTICE - INSPECTIONS MUST BE RE INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. �I ATLANTIC BEACH B ILDIN T. CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: �h IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MAtTtR tLEgIRICIAN SIGNATURE _ JOURNEYMAN NAME._ _ _ ADDRESS:- �� --RFD-BOX- BLDG. RFDBOXBLDG.SIZE BETWEEN: RES. ( ) APT. ( ) COMM. (' 1 PUBLIC ( ) INDUS. ( 1 NEW ( ! OLD ( 1 REW. ( ► ADDITION ( ) TRAILER ( ) TEMP. ( ) SIGNS ( 1 SQ. FT. _ SERVICE: NEW( INCREASE ( ) REPAIR ( 1 FEE CONDUCTOR SIZE / <l,� AMPS COPPER 1 1 ALUM. ( _ SWITCH OR BREAKER Lt-°� AMPS PH " W 2- 6' VOLT RACEWAY EXIST.SERV.SIZE AMPS PH W -Z-k//VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE _ LIGHTING OUTLETS CONCEALED OPEN TOTAL _ RECEPTACLES i CONCEALED OPEN TOTAL 0.90 AMPS. 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. _ FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P. RATING N.P. RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0-1OVER MOTORS N.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5826-FAX: 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 17813 Address: 31 LEWIS STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: REMODEL ! Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER Est. Value: Parcel Number: 'Improv. Cost: OWNER INFORMATION Date Issued: 2/17/1999 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (000)000-0000 Work Desc: INSTALL PLUMBING CONTRACTORS APPLICATIONFEES' ATLANTIC COAST PLUMBING & TILE I ; I � I Inspections Reuired UNDER SLAB PLUMBING ROUGH PLUMBING SEWER TOPOUT FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" �I ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. i I � ATLANTIC BEACH WILDING LDING DEP . w'I CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING P MITn JOB LOCATION: �/�� "` OWNER OF PROPERTY: � AN S cul-5 PLUMBING CONTRACTOR - CONTRACTOR' S ADDRESS: :5 A cv STATE LICENSE NUMBER: TELEPHONE: d4 . HOW MANY OF THE FOLLOWING FIX FRES INSTALLED r s� SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS R. URINALS DISPOSALS CLOSETS WASHING MACHINE k s . FLOOR DRAINS SHOWER PANS OTHER TOTAL FIXTURES: x $3 . 50 + $15 .00 {w- MINIMUM PERMIT FEE — $25 .00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACT r' ------------------------------------------- --------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH � k THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS — (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP — ( 904) 247-5834 Y CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING BUILDING PERMIT PERMITINFORMATION LOCATION INFORMATION Permit Number: 17742 Address: 31 STREET Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ADDITION Township: Range: Book: Proposed Use: CHURCH Lot(s): Block: Section: Square Feet: Subdivision: DONNER'S REPLAT i Est. Value: 15,000.00 Parcel Number: 'Improv. Cost: 15,000.00 OWNER INFORMATION Date Issued: 2/03/1999 Name: NEW FRIENDSHIP BAPTIST CHURCH Total Fees: Address: 28 DUDLEY STREET Amount Paid: ATLANTIC BEACH, FLORIDA 32233 Date Paid: Phone: (000)000-0000 Work Desc: REMODEL INTERIOR AND EXTERIOR OF BUILDING PER PLANS CONTRACTORS APPLICATION FEES HEYWOOD A. DOWLING i Inspections Required:. COVER UP FRAMING INSULATION FINAL BUILDING I� i NOTICE- INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION lBUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. I i ATLANTIC BEACH B ILDING DEPT. I CITY OF ATLANTIC B CH PERMIT CA CULATION SHEE Address Date Heated Sauare Footage _ 0 P@ $ pe=r sq =t = > Garage/Shea is $ tier Sa Carport/Porch a S __;fie: sq i Deck S d ra S Per 3u tt = V Patio Y;,1 par sa t = a 40 TOTAL VALUATION : S 16-00 0 � Total Valuation lst $ / Oro 70 / coo —_ Rema?nina Value S5-. per thousand or Portion tlnereot- .. / TOTAL BiJILDING FEE + _, Filing Fee $ 1 Fireplaces @ $15 . 0C $ T BUILDING PERMIT FEE S 1-'�L CFf v�Gtf ,oRbP�� WATER IMPACT FEE $�.. SEWER IMP;CT FEE S 0 CC/ Wr_T=R METER%TAP ^-- �APJ-,Z,L IMPROVEMENT !_ , SEWED: Tz_i RADON 1 E E_,S i ----- SECTION h PAVING $ HYDRAULIC SHARES 7. CROSS CONNECTION S SURCHARGE OTHER S GRAND TOTAL DUE r ADDITIONAL PERMITS OR FEES : Mechanical Plumbing ___-___ Electric/New Elecr-rIc./Temp SwimminaPool Septic Tank Weli Sign. Finish Floor Elevation Survev ; Other CALCULATIONS and/ or NOTES : CITY OF ATLANTIC SEAL-7-1 PERMIT A:- LIG?TION PMTCDEL, ADDITIONS, OR :TEIv?�'ICNS MOVPTG, DzZOL I TIONS CwnerFv_ Cf1�.`' M ' r + cl C.y 3 t pv ley ,sr. DL 2`:3 2't(0 1+ U62 :esc__--e wor :,e dc-e. 9'_O.': 4YnA/ Qe-v'k0a l r nLe_-< . C (A+ arAej Rev/ic{c-e. 0.v%,4 P m >, L'. e_CtY Lc�, :Y� Y1 S c� c� 1� ?C�C4 rC. '�Wjr nCe-A '�'O toe, 1rC��cyC�. " Cly LX :v CA%r% :nr1 Lr =rJC�S?^_ .Se• C' �C..� U1+n [� � t�J�`r� YJ�1 Q � " _ A I�C�Q�r1� c v\A5 fA,Yv,,5A-,,-ieS (Cl1�S-}-r1 �D��IG�I C°t f'11`A.t e-nCY' C,el cvft C.\C-4-t- e S-3r, .11,1 1, 1 __ _.._s an G^___ ..?�_ __ 'ieS w az 3r. e C_ 2C:S_.,ns e =C �C Vew c_al.e? _�Te SJ .ca C:.2-jp=F.== SITS CF PLANS, rIIC:JD2VG SZ= PT.e1N, SL�TT �, VERGe CCZE FCRIIS, NCPZC, CF CCj,!264M7V^_', ANr CWNER/CCNT__rZACTCR A.F_TZAVZT, I? OWNER ZS CCN^=ACZCR. zl—qzlzff :�a : -wcr^ _c and tefore me `tism cad of RECEIVED ^ICTARY PUBL:C STATE OF AT _AR,_2E w 1 1999 ,,1111 I[1j City of Atlantic Beach Pafriclagrnon ft COMMISSION A CCW881 EXPINES Building and Zoning ' =1,�...�o?� AUpust 27,2000 I 11 BONDED THRU TROY FAIN INSURANCE,INC. CITY OF ATZANTIC EEAC7 RE ST - =�.IG?TION ==DEL, ADDITIONS, CR a`=_,,,: T-CNg MCV ATG, =XCZ1TICNS + Nee Fr3 ct s+ C.14 .-cA1 3 i OQ4ley �u�c_ 1 "s 2eP1 2 5 72 41 led SIC _ arc 24-1(p- 1 !:±17 .� C If- 00071 �"r��P;�l� 4-{i.a,h�r-' f�%'��Y�i.s"Tri�.� ` d�-5�r� 1D�:�'^�G.� C F' E't1`�L'�t+nC� 4•"[iGcY C�w� --_ -- .len _�....._. __.0-__-� New Xvr r N u g?G*d CWy_7/C^.N^wRdCTCR dr_=.=A T'r'`', L CWN 16 x � ; ;Wc . _ dI G SL:SC=:pec P rc RE CEIE-D � NCT'rR'� PUBL jTAT_ OF __CR__-A AT +w; y 11999 City of Atlan;is Beach = "'�`' '•- Patr►aa Am...and Zoning MYCOMMISSIONpASM881 EXPIR Atigust 27,2000 E$ BONDED THRU TROY'AIN NSURANCE,INC, _-t Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Ted Barrett AND ADDRESS: 31 Lewis Street PERMITTING CLIMATE Atlantic Beach, FL OFFICE: City of Atla ZONE: 11_I 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft . ) 5 . 1860 . 00 6 . Predominant eave overhang (ft . ) 6 . 2 . 00 7. Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. O . Osgft 258 . 00sgft b. Tint, film or solar screen 8b. O . Osgft O . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 63 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 870 . 00 sqft 10 .Net Wall type area and insulation: a. Exterior: 1 . Concrete (Insulation R-value) 10a-1 R=12 . 00, 1155 . 00sgft a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 531 . 00sgft 11 .Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1860 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond 13 .Cooling system 13 . �%J Central A/C SO 14 .Heating System: 14 . Type : Heat Pump HSPF: 7 . 30 15 .Hot water system: 15 . �'ype: Electric EF: 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17. Infiltration practice: 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 99 . 23 a. Total As_Built points 19a. 24894 . 30 b. Total Base points 19b. 25088 . 12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code. Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: 553 . 908 F. S. I hereby certify that this buil ing is in compliance wit 7thlori Energy Code. r' +� OWNER/ADEN : BUILDING OFFICIAL: DATE: / DATE: Department of Community Affairs SN: 5056 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Component Prescriptive Method A NORTH PROJECT NAME: Single Family Home BUILDER: Ted Barrett AND ADDRESS : 31 Lewis Street PERMITTING CLIMATE Atlantic Beach, FL OFFICE: City of Atla ZONE: ll!` 21_1 31_1 OWNER: PERMIT NO. JURISDICTION NO. CK 1 . New construction or addition 1 . New Construction 2 . Single family detached or Multifamily attached 2 . Single-Family 3 . If Multifamily-No. of units 3 . 0 4 . If Multifamily, is this a worst case (yes/no) 4 . 5 . Conditioned floor area (sq. ft . ) 5 . 1860 . 00 6 . Predominant eave overhang (ft . ) 6 . 2 . 00 7 . Porch overhang length (ft . ) 7 . 0 . 00 8 . Glass area and type : Single Pane Double Pane a. Clear Glass 8a. O . Osgft 5 ,`. 00sgft b. Tint, film or solar screen 8b. O . Osgft;Tz0 . 00sgft 9 . Floor type and insulation: a. Slab on grade (R-value, perimeter) 9a.R= 0 . 00 63 . 00 ft b. Wood, raised (R-value, area ) 9b.R=19 . 00 870 . 00 sqft 10 .Net Wall type area and insulation: a. Exterior: 1 . Concrete (Insulation R-value) 10a-1 R=12 . 00, 1155 . 00sgft a. Exterior: 2 . Wood frame (Insulation R-value) 10a-2 R=11 . 00 , 531 . 00sgft 11.Ceiling type area and insulation: a. Under attic (Insulation R-value) lla.R=30 . 00 , 1860 . 00sgft 12 .Air distribution systems a. Ducts (Insulation + Location) 12a. R= 6 . 00 uncond 13 .Cooling system 13 . Type : Central A/C e�711 SEER: 10 . 50 14 .Heating System: 14 . Tyne. Heat Pump Li (*(' HSPF: 7 . 30 15 .Hot water system: 15 . Type : Electric EF: 0 . 92 16 .Hot Water Credits : (HR-Heat Recovery, 16 . DHP-Dedicated Heat Pump) 17. Infiltration practice : 1, 2 or 3 17 . 2 18 .HVAC Credits (CF-Ceiling Fan, CV-Cross vent, 18 . HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19 .EPI (must not exceed 100 points) 19 . 99 . 23 a. Total As Built points 19a. 24894 . 30 b. Total Base points 19b. 25088 . 12 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates lation are in compliance with the compliance with the Florida Energy Florida Energy Code . Code . Before construction is completed this building will be inspected for PREPARED BY: compliance in accordance with Section DATE: /tel 553 . 908 F.S . I hereby certify that th' s bu' ding is in compliance wi the ori Energy Code. OWNER/AG EN : BUILDING OFFICIAL: r... DATE: ! DATE: (- ( ** INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK PRACTICE #1 606 . 1 COMPLY WITH ALL INFILTRATION PRESCRIPTIVES . ---------------------------------------------------------------------------- Windows 606 . 1 Maximum of 0 . 34 CFM per linear foot of operable sash crack (includes sliding glass doors) . ------------------------------------------------------------------------------- Exterior & 606 . 1 Maximum of 0 . 5 CFM per sq. ft . of door area: solid Adjacent Doors core, wood panel, insulated or glass doors only. ------------------------------------------------------------------------------- Exterior Joints 606 . 1 To be caulked, Basketed, weather-stripped or other- & Cracks wise sealed. ----------------------------------------------------------------------------- - PRACTICE #2 606 . 1 COMPLY WITH PRACTICE #1 AND THE FOLLOWING: ------------------------------------------------------------------------- Exterior Walls 606 . 1 Top plate penetrations sealed. Infiltration barrier & Floors installed. Sole plate/floor joint caulked or sealed. ------------------------------------------------------------------------------- Exterior Walls 606 . 1 Penetrations, joints and cracks on interior surface & Ceilings caulked, sealed or gasketed. ----------------------------------------------------------------------------- DuctWork 606 . 1 Ductwork in unconditioned space must be sealed. -------------------------------------------------------------------- Fireplaces 606 . 1 Equipped with outside combustion air, doors and flue dampers . ----------------------------------------------------------------------------- Exhaust Fans 606 . 1 Equipped with dampers . Combustion devices see 606 . 1 .A. 2 . ------------------------------------------------------------------------------- Combustion 606 . 1 Be in unconditioned space (except direct vent) , draw Appliances air from unconditioned space, exhaust to outside. Cooking appliances shall be dampered and use intermittent ignition. ------------------------------------------------------------------------------- ** OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences . ) ** ------------------------------------------------------------------------------- Water Heaters 612 . 1 Comply with efficiency requirements in Table 6-12 . Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built- in heat trap required. ------------------------------------------------------------------------------- Swimming Pools 612 . 1 Spas and heated pools must have covers (except solar & Spas heated) . Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 percent . ------------------------------------------------------------------------------- Shower Heads 612 . 1 Water flow must be restricted to no more than 3 gal- lons per minute at 80 PSIG. ------------------------------------------------------------------------------- HVAC Duct 610 . 1 All ducts, fittings, mechanical equipment and plenum Construction chambers shall be mechanically attached, sealed, ins- Insulation & ulated and installed in accordance with the criteria Installation of Section 610 . 1 .ABC. 2 & 610 . 1 .ABC. 3 . Duct in 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 readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- Insulation 604 . 1 Ceilings minimum R-19 . Common Walls - Frame R-11 or 602 . 1 CBS R-3 both sides. Common ceiling & floors R-11 . ------------------------------------------------------------------------------- ******************************************************************************* SUMMER CALCULATIONS _-= BASE ___ __= AS-BUILT GLASS---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- N 40 . 00 65 . 8 2632 . 0 DBL CLR N 12 . 0 38 . 3 . 92 422 . 8 DBL CLR N 24 . 0 38 . 3 . 79 726 .2 DBL CLR N 4 . 0 38 . 3 . 73 112 .2 E 44 . 00 65 . 8 2895 . 2 DBL CLR E 12 . 0 79 . 7 . 80 765 . 1 DBL CLR E 20 . 0 79 . 7 . 85 1349 . 6 DBL CLR E 12 . 0 79 . 7 . 70 672 .1 S 75 . 00 65 . 8 4935 . 0 DBL CLR S 54 . 0 66 . 2 . 68 2430 . 9 DBL CLR S 12 . 0 66 . 2 . 89 709 .7 DBL CLR S 9 . 0 66 . 2 . 55 325 . 0 W 99 . 00 65 . 8 6514 . 2 DBL CLR W 22 . 0 79 . 7 . 85 1496 .2 DBL CLR W 40 . 0 79 . 7 . 83 2635 .4 DBL CLR W 12 . 0 79 . 7 . 67 639 .3 DBL CLR W 13 . 0 79 . 7 . 76 782 .7 DBL CLR W 12 . 0 79 . 7 .70 672 .1 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ------------------------------------------------------------------------------- .15 1, 860 . 00 258 . 00 1 . 081 16, 976 .40 18, 358 . 20 13, 739 .27 NON GLASS------------ AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1686 . 0 . 9 1517 .4 Ext Wood Frame 11 . 0 531 . 0 1 . 70 902 . 7 Ext NormWtBlock In 12 . 0 1155 . 0 . 38 433 . 1 DOORS---------------- Ext 20 . 0 6 . 1 122 . 0 Ext Wood 20 . 0 6 . 10 122 . 0 CEILINGS------------- UA 1860 . 0 . 6 1116 . 0 Under Attic 30 . 0 1860 . 0 . 60 1116 . 0 FLOORS--------------- Slb 63 . 0 -37 . 0 -2331 . 0 Slab-on-Grade . 0 63 . 0 -41 . 20 -2595 . 6 Rsd 870 . 0 -4 . 0 -3471 .3 Rsd Wood-Pier/Post 19 . 0 870 . 0 -1 . 10 -957 . 0 INFILTRATION--------- 1860 . 0 8 . 0 14880 . 0 Practice #2 1860 . 0 8 . 00 14880 .0 TOTALSUMMERPOINTS - - l - - - 30, 191 . 30 f 27, 640 . 50 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 30 ,191.30 . 37 11, 170 . 78 1 27, 640 . 50 1 . 00 1 . 100 . 320 1 . 000 9, 729 .46 ******************************************************************************* WINTER CALCULATIONS ******************************************************************************* BASE ___ __= AS-BUILT --------------------------------------------------------- GLASS---------------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- N 40 . 00 -10 . 6 -424 . 0 DBL CLR N 12 . 0 7 . 3 1 . 12 97. 8 DBL CLR N 24 . 0 7 . 3 1 . 31 229 . 5 DBL CLR N 4 . 0 7 . 3 1 .40 41 . 0 E 44 . 00 -10 . 6 -466 .4 DBL CLR E 12 . 0 -9 . 2 .46 -50 . 8 DBL CLR E 20 . 0 -9 . 2 . 58 -107 . 5 DBL CLR E 12 . 0 -9 . 2 . 19 -21. 3 S 75 . 00 -10 . 6 -795 . 0 DBL CLR S 54 . 0 -28 .4 . 78 -1196 .2 DBL CLR S 12 . 0 -28 .4 . 95 -324 . 9 DBL CLR S 9 . 0 -28 .4 . 56 -143 .4 W 99 . 00 -10 . 6 -1049 . 4 DBL CLR W 22 . 0 -9 . 2 . 60 -121 . 9 DBL CLR W 40 . 0 -9 . 2 . 53 -195 .4 DBL CLR W 12 . 0 -9 . 2 . 08 -8 . 9 DBL CLR W 13 . 0 -9 . 2 . 35 -41 .3 DBL CLR W 12 . 0 -9 . 2 . 19 -21.3 ------------------------------------------------------------------------------- . 15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- . 15 1, 860 . 00 258 . 00 1 . 081 -2, 734 . 80 -2, 957 .40 -1, 864 . 57 NON GLASS------------ AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 1686 . 0 2 . 2 3709 . 2 Ext Wood Frame 11 . 0 531 . 0 3 . 70 1964 . 7 Ext NormWtBlock In 12 . 0 1155 . 0 2 . 86 3306 .2 DOORS---------------- Ext 20 . 0 12 . 3 246 . 0 Ext Wood 20 . 0 12 . 30 246 . 0 CEILINGS------------- UA 1860 . 0 1 . 2 2232 . 0 Under Attic 30 . 0 1860 . 0 1 . 20 2232 . 0 FLOORS--------------- Slb 63 . 0 8 . 9 560 . 7 Slab-on-Grade . 0 63 . 0 18 . 80 1184 .4 Rsd 870 . 0 1 . 0 835 . 2 Rsd Wood-Pier/Post 19 . 0 870 . 0 1 . 90 1653 . 0 INFILTRATION--------- 1860 . 0 7 .4 13764 . 0 Practice #2 1860 . 0 7 .40 13764 . 0 ------------------------------------------------------------- TOTAL WINTER POINTS 18, 389 . 70 22, 485 . 71 ---------------------------------------------------------- TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 18 ,389 .70 . 55 10, 114 . 33 1 22, 485 . 71 1 . 00 1 . 100 .466 1 . 000 11, 526 . 18 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I =_= AS-BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- 1 3803 . 0 3 , 803 . 00 40 . 92 1 . 000 3638 . 7 1 . 00 3, 638 . 67 ******************************************************************************* SUMMARY ******************************************************************************* BASE ___ __= AS-BUILT ---------------------------------------------- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 11170 . 8 10114 . 3 3803 . 0 25, 088 . 12 I 9729 . 5 11526 . 2 3638 . 7 24, 894 .30 ***************** * EPI = 99 . 23 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value. . . . . . . . . 30 . 0 I --------------------X) R-0 R-7 Wall R-Value . . . . . . . . . 11 . 7 I --------------------XI R-0 R-19 Floor R-Value . . . . . . . . . 17 . 7 I ------------------X-- I AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 I -X------------------- I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I ----------X---------- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 .40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features requ' ed or the Florida Energy Code have been installed in this house �'.. f Builder 7 Address:/ Signature -_ Date : / City/Zip Florida Ener y Code for Building Construction - 19931 Florida Department of Community Affairs FL-EPL CARD93 ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 99 . 2 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 ---------------------------------------X- 1 The maximum allowable EPI is 100 . The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS. . . . . . . . . . . . . . . . . . . . .Double Clear -------------X------- I INSULATION. . . . . . . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . 0 I --------------------XI R-0 R-7 Wall R-Value . . . . . . . . . 11 . 7 I --------------------XI R-0 R-19 Floor R-Value. . . . . . . . . 17 . 7 I ------------------X-- ) AIR CONDITIONER. . . . . . . . . . . . . 10 . 0 SEER 17 . 0 SEER/EER. . . . . . . . . . . . . . . . . . 10 . 5 I -X------------------- I 9 . 7 EER 16 . 0 HEATING SYSTEM. . . . . . . . . . . . . . 6 . 8 HSPF 12 . 0 Electric COP/HSPF. . . . . . . . 7 . 3 I -X------------------- I 0 . 78 AFUE 0 . 90 Gas AFUE. . . . . . . . . . . . 0 . 00 I --------------------- I WATER HEATER. . . . . . . . . . . . . . . . 0 . 88 0 . 96 Electric EF. . . . . . . . . . . . . . 0 . 92 I ----------X---------- I 0 . 54 0 . 90 Gas EF. . . . . . . . . . . . . . 0 . 00 I --------------------- I 0 .40 0 . 80 Solar EF. . . . . . . . . . . . . . I --------------------- I OTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I certify that these energy saving features req re for the Florida Energy Code have been installed in this house . i" Builder Address . ,-, , e Signature : Date: / City/Zip Florida Energy Code for Buil ing Construction - 193/ Florida Department of Community Affairs " FL-EPL CARD93 4.7.9 Location at Marked Crossings. rise for any run shall be 30 inches (760 Curb ramps at marked crossings shall be mm) (see Fig. 16). Curb ramps and ramps wholly contained within the markings, to be constructed on existing sites or in excluding any flared sides (see Fig. 15). existing buildings or facilities may have slopes and rises as shown as allowed in 4.7.10 Diagonal Curb Ramps. If 4.1.6(3)(a) if space limitations prohibit diagonal (or corner type) curb ramps have the use of a 1:12 slope or less (see 4.1.6), returned curbs or other well-defined edges, such edges shall be parallel to the 4.8.3 Clear Width. The minimum clear direction of pedestrian flow. The bottom ''11�� width of a ramp shall be 36 in (915 mm). of diagonal curb ramps shall have 48 inch (1220 mm) minimum clear space as EXCEPTION. R mps that arE P ofa shown in Fig. 15 c and (d). If dia onal ( ) ( ) g required means..p..... s„Shall tae n©t I ss curb ramps are provided at marked bh::44 orches vtd` . crossings, the 48 inch (1220 mm) clear space shall be within the markings (see 4,8,4 Landings. Ramps shall have level Fig. 15(c) and (d)). If diagonal curb landings at bottom and top of each ramp ramps have flared sides, they shall also and each ramp run. Landings shall have have at least a 24 inch (6 10 mm) long the following features: segment of straight curb located on each side of the curb ramp and within the (1) The landing shall be at least as wide marked crossing (see Fig. I5(c)). as the ramp run leading to it. 4.7.11 Islands. Any raised islands in , ¢' < (2) i 1 laus o ramps shape not crossings shall be cut through level with leis 6I} ncheselear,and the btittm the street or have curb ramps at both sides t7feaclt rarnhalthaue riot less than 72 and a level area at least 48 inch (1220 lncllesofsfrtghtand 1ecl eleai-ance. mm) long between the curb ramps in the part of the island intersected by the (3) If ramps change direction at landings, crossings (see Fig 15(a) and (b)). the minimum landing size shall be 60 - „ 4.8 R�NtfS. inches by 60 in (1525 mm by 1525 mm). - '4.8.1 General. Any part of an accessible (4) If a doorway is located at a landing, t route with a slope greater than 1:20 shall then the area in front of the doorway shall be considered a ramp and shall comply comply with 4.13.6. with 4.8. 4.8.5 Handrails. If a ramp run has a rise 4.8.2 Slope and Rise. The least possible greater than 6 in (150 mm) or a horizontal slope shall be used for any ramp. The projection greater than 72 in (1830 mni), maximum slope of a ramp in new then it shall have handrails on both sides. s Handrails are not required on curb ram construction shall be 1:12. The maximum G p FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION OCTOBER 1997 EDITION 41 I or adjacent to seating in assembly areas. Curbs shall be a minimum of 2 in (50 Handrails shall comply with 4.26 and mm) high (see Fig. 17). shall have the following features: 4.8.8 Outdoor Conditions. Outdoor (1) Handrails shall be provided along ramps and their approaches shall be both sides of ramp segments. The inside designed so that water will not handrail on switchback or dogleg ramps accumulate on walking surfaces. shall always be continuous. _ 4.9 STAIRS. ` c1 fandrails on rampswhich are not �continuow shall exfeiid n�C leis than I$> ;', 4.9.1 Minimum Number. Stairs required I'inches beyond:the stoped segment at bi to be accessible by 4.1 shall comply with th top and boato49. �tc_fihe floor.or ground surf 4.9.2 Treads and Risers. On any given (3) The clear space between the handrail flight of stairs, all steps shall have and the wall shall be 1-1/2 in (38 mm). uniform riser heights and uniform tread widths. Stair treads shall be no less than (4) Gripping surfaces shall be 11 in (280 mm) wide, measured from riser continuous. to riser (see Fig. 18(a). Open risers are not permitted. (5) Top of handrail gripping surfaces shall be mounted between 34 in and 38 in 4.9.3 Nosing. The undersides of nosing (865 mm and 965 mm) above ramp shall not be abrupt. The radius of surfaces. curvature at the leading edge of the tread shall be no greater than 1/2 in (13 mm). (6) Ends of handrails shall be either Risers shall be sloped or the underside of ' rounded or returned smoothly to floor, the nosing shall have an angle not less wall, or post. than 60 degrees from the horizontal. Nosing shall project no more than 1-1/2 in (7) Handrails shall not rotate within their (38 mm) (see Fig. 18). fittings. 4.9.4 Handrails. Stairways shall have 4.8.6 Cross Slope and Surfaces. The handrails at both sides of all stairs. cross slope of ramp surfaces shall be no Handrails shall comply with 4.26 and greater than 1:50. Ramp surfaces shall shall have the following features: comply with 4.5. (1) Handrails shall be continuous along 4.8.7 Edge Protection. Ramps and both sides of stairs. The inside handrail landings with drop-offs shall have curbs, on switchback or dogleg stairs shall walls, railings, or projecting surfaces that always be continuous (see Fig. 19(a) and prevent people from slipping off the ramp. (b))• 42 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION OCTOBER 199'EDITIOA' ELEVATION SECTION 18 min 18 min 2-min , 305 305 36 min Z 50 T CURB Ln co V� L ------------ WALL co I Ir.co(D 36 min I 1915 c') -- � ,I � ill- I i, il,l i �1n _ 1 ii �� T(-4 1� II VERTICAL GUARD RAIL 12 min 305 .5 min 91' RAILING WITH EXTENDED PLATFORM Fig 17 Examples of Edge Protection and Handrail Extensions FLORID.i.-ICCESSIBILITYCODE FOR BUILDING CONSTRUCTION 97