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354 1st St. (vault) (2) Residential System Sizing Calculation Summary Project Title: Code Only ENVISION CUSTOM HOMES TOWN HOUSE Professional Version Climate: North Location for weather data: Jacksonville - Defaults: Latitude(30) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 49 r. Winter design temperature 32 F Summer design temperature 94 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 19 F Total heating load calculation 52948 Btuh Total coolina load calculation 59019 Btuh Submitted heating capacity % of talc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 113.3 60000 Sensible (SHR = 0.5) 65.8 30000 Heat Pump + Auxiliary(5.OkW) 145.5 77065 Latent 223.7 30000 Total Electric Heat Pum 101.7 60000 WINTER CALCULATIONS Winter Heating Load for 2756 sqft Load component Load ° % ' Window total 467 sqft 12889 Btuh kMnd-- -(24 %) Wall total 3840 sqft 12621 Btuh Door total 54 sqft 812 Btuh Ceiling total 2756 sqft 3583 Btuh Floor total 145 ft 4466 Btuh Cellings(7 %) Infiltration 384 cfm 16055 Btuh Subtotal 50426 Btuh Duct loss 2521 Btuh Floors(8 %) VVaps(24 %) TOTAL HEAT LOSS 52948 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2756 s ft Load component Load Window total 467 sqft 18778 Btuh LateN irdernal(z %) Wall total 3840 sqft 7539 Btuh Latent infil.(20 %) Door total 54 sqft 573 Btuh Ceiling total 2756 sqft 4024 Btuh Floor total 0 Btuh Infiltration 361 cfm 7547 Btuh IrdGain(5 %) Internal gain 3000 Btuh Subtotal(sensible) 41461 Btuh Cellings(7 %) Duct gain 4146 Btuh Infil.(13 Total sensible gain 45607 Btuh ) Walls(13% Latent gain(infiltration) 12031 Btuh Latent gain(internal) 1380 Btuh Energy uge® S ste zi as d n ACCA Ma al J. Total latent gain 13411 Btuh PREPA D B . TOTAL HEAT GAIN 59019 Btuh DATE: EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only ENVISION CUSTOM HOMES TOWN HOUSE Professional Version Climate: North Reference City: Jacksonville (Defaults) Winter Temperature Difference: 38.0 F 1/12/2005 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 2, Clear, Metal, DEF W 30.0 27.6 828 Btuh 2 2, Clear, Metal, DEF S 30.0 27.6 828 Btuh 3 2, Clear, Metal, DEF N 45.0 27.6 1242 Btuh 4 2, Clear, Metal, DEF N 48.0 27.6 1325 Btuh 5 2, Clear, Metal, DEF W 42.0 27.6 1159 Btuh 6 2, Clear, Metal, DEF W 20.0 27.6 552 Btuh 7 2, Clear, Metal, DEF S 20.0 27.6 552 Btuh 8 2, Clear, Metal, DEF S 42.0 27.6 1159 Btuh 9 2, Clear, Metal, DEF S 48.0 27.6 1325 Btuh 10 2, Clear, Metal, DEF N 60.0 27.6 1656 Btuh 11 2, Clear, Metal, DEF W 15.0 27.6 414 Btuh 12 2, Clear, Metal, DEF W 6.0 27.6 166 Btuh 13 2, Clear, Metal, DEF W 16.0 27.6 442 Btuh 14 2, Clear, Metal, DEF S 45.0 27.6 1242 Btuh Window Total 467 12889 Btuh Walls Type R -Value Area X HTM= Load 1 Frame - Adjacent 11.0 272 1.8 490 Btuh 2 Frame - Exterior 11.0 408 3.4 1387 Btuh 3 Frame - Exterior 11.0 192 3.4 653 Btuh 4 Frame - Exterior 11.0 144 3.4 490 Btuh 5 Frame - Exterior 11.0 300 3.4 1020 Btuh 6 Frame - Exterior 11.0 450 3.4 1530 Btuh 7 Frame - Exterior 11.0 260 3.4 884 Btuh 8 Frame - Exterior 11.0 500 3.4 1700 Btuh 9 Frame - Exterior 11.0 261 3.4 887 Btuh 10 Frame - Exterior 11.0 405 3.4 1377 Btuh 11 Frame - Exterior 11.0 243 3.4 826 Btuh 12 Frame - Exterior 11.0 405 3.4 1377 Btuh Wall Total 3840 12621 Btuh Doors Type Area X HTM= Load 1 Insulated - Exter 36 17.9 643 Btuh 2 Insulated - Adjac 18 9.4 169 Btuh Door Total 54 81213tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2756 1.3 3583 Btuh Ceilina Total 2756 3583Btuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 145.0 ft(p) 30.8 4466 Btuh Floor Total 145 4466 Btuh Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 27560(sgft) 184 7695 Btuh Mechanical 200 8360 Btuh Infiltration Total EnergyGauqeO FLRCPB v3.30 384 16055 Btuh Manual J Winter Calculations Residential Load - Component Details (continued) Project Title: Code Only ENVISION CUSTOM HOMES TOWN HOUSE Professional Version Climate: North 1/12/2005 Subtotal 50426 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 2521 Btuh Total Btuh Loss 52948 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3.30 System Sizing Calculations - Summer Residential Load - Component Details Project Title: Code Only ENVISION CUSTOM HOMES TOWN HOUSE Professioal Version Climate: North Reference City: Jacksonville (Defaults) Summer Temperature Difference: 19.0 F 1/12/2005 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh /ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2, Clear, DEF, N, N W 1.33 8 30.0 0.0 30.0 23 72 2160 Btuh 2 2, Clear, DEF, N, N S 1.33 8 30.0 25.6 4.4 23 37 751 Btuh 3 2, Clear, DEF, N, N N 1.33 18 45.0 0.0 45.0 23 23 1035 Btuh 4 2, Clear, DEF, N, N N 1.33 18 48.0 0.0 48.0 23 23 1104 Btuh 5 2, Clear, DEF, N, N W 1.33 18 42.0 0.0 42.0 23 72 3024 Btuh 6 2, Clear, DEF, N, N W 1.33 18 20.0 0.0 20.0 23 72 1440 Btuh 7 2, Clear, DEF, N, N S 1.33 18 20.0 0.0 20.0 23 37 740 Btuh 8 2, Clear, DEF, N, N S 1.33 8 42.0 36.8 5.2 23 37 1039 Btuh 9 2, Clear, DEF, N, N S 1.33 18 48.0 0.0 48.0 23 37 1776 Btuh 10 2, Clear, DEF, N, N N 1.33 27 60.0 0.0 60.0 23 23 1380 Btuh 11 2, Clear, DEF, N, N W 1.33 27 15.0 0.0 15.0 23 72 1080 Btuh 12 2, Clear, DEF, N, N W 1.33 27 6.0 0.0 6.0 23 72 432 Btuh 13 2, Clear, DEF, N, N W 1.33 27 16.0 0.0 16.0 23 72 1152 Btuh 14 2, Clear, DEF, N, N S 1.33 27 45.0 0.0 45.0 23 37 1665 Btuh Window Total 1 467 18778 Btuh Walls Type R -Value Area HTM Load 1 Frame - Adjacent 11.0 272.0 1.2 332 Btuh 2 Frame - Exterior 11.0 408.0 2.0 824 Btuh 3 Frame - Exterior 11.0 192.0 2.0 388 Btuh 4 Frame - Exterior 11.0 144.0 2.0 291 Btuh 5 Frame - Exterior 11.0 300.0 2.0 606 Btuh 6 Frame - Exterior 11.0 450.0 2.0 909 Btuh 7 Frame - Exterior 11.0 260.0 2.0 525 Btuh 8 Frame - Exterior 11.0 500.0 2.0 1010 Btuh 9 Frame - Exterior 11.0 261.0 2.0 527 Btuh 10 Frame - Exterior 11.0 405.0 2.0 818 Btuh 11 Frame - Exterior 11.0 243.0 2.0 491 Btuh 12 Frame - Exterior 11.0 405.0 2.0 818 Btuh Wall Total 3840.0 7539 Btuh Doors Type Area HTM Load 1 Insulated - Exter 36.0 10.6 382 Btuh 2 Insulated -Adjac 18.0 10.6 191 Btuh Door Total 54.0 573 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic /Dark 30.0 2756.0 1.5 4024 Btuh Ceiling Total 2756.0 4024 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 145.0 ft(p) 0.0 0 Btuh Floor Total 145.0 0 Btuh EnergyGauge® FLRCPB v3.30 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title: Code Only ENVISION CUSTOM HOMES TOWN HOUSE Professioal Version Climate: North 1/12/2005 Infiltration Type ACH Volume CFM= Load Natural 0.35 27560 161.1 3367 Btuh Mechanical 200 4180 Btuh Infiltration Total 361 7547 Btuh Internal Occupants Btuh /occupant Appliance Load am 6 X 300 + 1200 3000 Btuh Subtotal 41461 Btuh Duct gain(using duct multiplier of 0.10) 4146 Btuh Total sensible gain 45607 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 12031 Btuh Latent occupant gain (6 people @ 230 Btuh per person) 1380 Btuh Latent other gain 0 Btuh TOTAL GAIN 1 59019 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device. none(N), Blinds /Daperies(B) or Roller Shades(R)) (ExSh - Exterior shading device: none(N) or numerical value) (Ornt - compass orientation) EnergyGaugeO FLRCPB v3.30 = WAY N 1 Automatic Fire Sprinklers, Inc. x.ne.s. � � D Fire Protection Engineering, Inc. 222 CAPE 0L CM OCOEE, FL 34161 N (401) 811-5% FAX: (401) 656-8026 CerlEiceie d Adorhion Nmtff 1523 HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinklers 11326 Distribution Ave. W. Jacksonville Fl. 32256 904 - 268 -3030 Job Name ENVISION DOUPLEX Building Duplex Location 354 -360 1st St Atlantic Bch FI 32233 Design Area 2 Contract W CO50032 Data File ENV2.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Page 1 ENVISION DOUPLEX Date 1/24/200 HYDRAULIC DESIGN INFORMATION SHEET Job Name - ENVISION DUPLEX Date - 3 -11 -05 Address - 354 -360 1st St Atlantic Bch F1 32233 Design Area# - 2 Contract With - Envision Construction System No. - 1 Buildings - Duplex Contract No. - WCO50032 Calculated By - Ryan Peterson Drawing No. - FP -1 Construction:(X) Combustible ( ) Non - Combustible Ceiling Height Occupancy - ( ) Multi - Family( ) Single Family (X)Other Duplex S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Calculated: ( )1 (X)2 ( )3 ( )4 ( ) S ( ) Other T ( )Specific Ruling Made by Date Ed. E ( )Dwelling Unit Calculation ( )Area Outside Dwelling Unit Calculation M Listed Flow at Start Point - 20.0 Gpm System Type Listed Pres. at Start Point - 22.7 Psi (X) Wet D MAXIMUM SPACING CALCULATED - 18 Ft X 18 Ft (8 ) Minimum Spacing E Domestic Flow Added - 21 Gpm Sprinkler S Hose Demand for 13 System - N/A Gpm Make Central Model LFII Conc. I Elevation at Highest Outlet - <23 Ft Size 1/2" K- Factor 4.2 G Sloped Ceiling (X) Yes (X) No Temperature Rating 155 N N 0 T E Building Backflow PSI Loss 4 Site Backflow /Meter PSI Loss N/A Calculation Gpm Required 20.00 Psi Required 37.10 At BR1 Summary C- Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Well Pump 13D Only: A Date of Test - 4 -8 -04 Rated Cap. Rating T Time of Test - 10 am @ Psi Elev E Static (Psi) - 49 Elev. Location: R Residual (Psi) - 43 Other Flow (Gpm) - 1060 Brand or Model S Elevation - 2 P Location: 1st Street and Sherry Dr. P L Source of Information: Atlantic Beach Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 \ / G � F 2 \ o= � / /5 3 \D 33% EE ® \ \\® .............. U) \ co / / ^ -a% co =2L co 0 E EE� go=o±= /5, 5, 2g2 Q\ / \ \ \ \// \ / \ \ � 2 2 E 7 7 � / / j / k L 9 ) o< %z 2 R \ / / ± / \ / \ / � I /ƒ/ \ $\/ .. § .. U ±E ? 2// � / ®� \\ U g/ ƒ \\ �/ U) Q) ° _ \/ \\ O \\ CV) a \ \ 2 U O / \ / / \ \ \ / / 2 / \� / \ / 9 >> 0 I I± G 2 2= 2 \ƒ 0 0 N MM N ` '/ T ^ c co I..L co C) V) O ' VJ N U T W 1 Z O E e c0 1-+ 8 O N y m 0 cz LL rl U � C 8 U d N N I i S Qi c N 8 E N I � y 2 CL W � E Q 8 E n °v U U c 8 $ O N N 1 1 M a p rn P o� .. O J C U ? 00 C ++ O H N N cz co O ° c-I E- H N t- d� lD d' L Q 8 e ^ O N b 00 C15 =3 Z D 1 1 1 1 J 1 y 1 1 3 C O C Z z o o LL > W M Ln N 00 E m 1 1-1 E - Fittings Summary Wayne Automatic Page 4 ENVISION DOUPLEX Date 1/24/200 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ -LOK 90 I POZ -LOK TEE J Angle Valve K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N Mechanical Tee Q Flow Control Valve R CPVC ST TEE S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP - STRAIGHT TEE Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Wayne Automatic Page 5 ENVISION DOUPLEX Date 1/24/200 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 31/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1 .0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 2.0 3.0 4.0 1 5.0 7.0 8.0 J 15.0 19.0 23.0 29.0 35.0 43.0 57.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22:0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 4.0 5.0 6.0 7.0 9.0 12.0 13.0 V 3.0 5.0 6.0 8.0 10.0 12.0 15.0 W 10.3 X 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Y 1.0 1.0 1.0 1.0 1.0 2.0 2.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H I J 71.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U V W 13.1 31.8 35.8 27.4 X Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 6 ENVISION DOUPLEX Date 1/24/200 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1 23.0 25.98 na 3 23.0 25.98 na 5 23.0 4.2 22.7 na 20.01 .1 10 22.7 6 23.5 23.43 na 2 23.5 25.76 na 4 23.5 25.76 na 7 23.5 25.76 na 8 23.5 26.16 na 9 23.5 26.55 na 10 15.5 30.06 na 11 15.5 30.12 na 12 15.5 30.69 na 13 8.5 35.95 na 14 8.5 36.47 na TR1 8.0 37.1 na BR1 1.0 44.28 na U1 -3.0 46.67 na U4 -3.0 47.15 na 28.0 SRC 2.0 45.0 na The maximum velocity is 10.7 and it occurs in the pipe between nodes 5 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Wayne Automatic Page 7 ENVISION DOUPLEX Date 1/24/200 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv'"'"* Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn 1 0.0 0.874 1V 3.000 0.500 25.979 0.0 to 150 3.000 -0.217 0.0 2 0.0 0.0 3.500 0.0 0.0 Vel = 0 0.0 0.0 25.762 K Factor = 0 3 0.0 0.874 1 V 3.000 0.500 25.979 0.0 to 150 3.000 -0.217 0.0 4 0.0 0.0 3.500 0.0 0.0 Vel = 0 0.0 0.0 25.762 K Factor = 0 5 20.00 0.874 1 U 4.000 0.500 22.700 K Factor = 4.20 to 150 4.000 -0.217 6 20.0 0.2096 4.500 0.943 Vel = 10.695 0.0 20.00 23.426 K Factor= 4.13 6 19.99 0.874 1 U 4.000 4.166 23.426 to 150 1V 3.000 7.000 0.0 7 19.99 0.2093 11.166 2.337 Vel = 10.690 0.0 19.99 25.763 K Factor= 3.94 2 0.0 1.101 9.166 25.763 0.0 to 150 0.0 0.0 0.0 4 0.0 0.0 9.166 0.0 0.0 Vel = 0 4 0.0 1.101 1V 5.000 17.332 25.763 0.0 to 150 5.000 0.0 0.0 7 0.0 0.0 22.332 0.0 0.0 Vel = 0 7 20.00 1.101 5.833 25.763 to 150 0.0 0.0 8 20.0 0.0681 5.833 0.397 Vel = 6.740 8 -13.64 1.101 1U 5.000 37.164 26.160 to 150 1V 5.000 10.000 0.0 9 6.36 0.0082 47.164 0.385 Vel = 2.143 0.0 6.36 26.545 K Factor= 1.23 8 13.64 1.101 1V 5.000 8.000 26.160 to 150 5.000 3.465 10 13.64 0.0335 13.000 0.436 Vel = 4.597 0.0 13.64 30.061 K Factor= 2.49 9 6.36 1.101 1V 5.000 8.000 26.545 to 150 5.000 3.465 11 6.36 0.0082 13.000 0.106 Vel = 2.143 0.0 6.36 30.116 K Factor = 1.16 10 1.78 1.101 4U 5.000 42.665 30.060 to 150 2V 5.000 30.000 0.0 11 1.78 0.0008 72.665 0.056 Vel = 0.600 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Wayne Automatic Page 8 ENVISION DOUPLEX Date 1/24/200 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *" *" Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn 0.0 1.78 30.116 K Factor= 0.32 10 11.85 1.101 1U 5.000 19.500 30.060 to 150 5.000 0.0 12 11.85 0.0258 24.500 0.633 Vel = 3.993 0.0 11.85 30.693 K Factor= 2.14 11 8.15 1.101 3U 5.000 29.666 30.116 to 150 15.000 0.0 12 8.15 0.0129 44.666 0.577 Vel = 2.746 12 11.84 1.101 3U 5.000 12.666 30.693 to 150 1V 5.000 20.000 3.032 13 19.99 0.0680 32.666 2.221 Vel = 6.736 13 0.01 1.101 1V 5.000 2.666 35.946 to 150 5.000 0.0 14 20.0 0.0681 7.666 0.522 Vel = 6.740 14 0.0 1.101 1 U 5.000 1.166 36.467 to 150 5.000 0.217 TR1 20.0 0.0681 6.166 0.420 Vel = 6.740 TR1 0.0 1.598 1Z 5.828 7.000 37.103 to 150 5.828 7.032 Fixed loss = 4 BR1 20.0 0.0111 12.828 0.142 Vel = 3.199 B R 1 0.0 2.003 5U 9.000 125.000 44.277 to 150 1 V 10.000 55.000 1.732 U 1 20.0 0.0037 180.000 0.664 Vel = 2.036 U1 0.0 1.101 1 V 5.000 2.000 46.674 to 150 5.000 0.0 U4 20.0 0.0680 7.000 0.476 Vel = 6.740 U4 28.01 7.98 500.000 47.150 Qa = 28 to 150 0.0 -2.166 SRC 48.01 500.000 0.011 Vel = 0.308 .0 48.01 44.995 K Factor= 7.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r W WAY N 1 Automatic Fire Sprinklers, Inc r 11.AFS. RECEIVED CITY OF ATLANTIC BEACH BUILDING & ZONiNG 0 0 MAR 14 2005 Fire Protection Engineering, Inc. 222 COOL MET OCR R 34161 BY F9I40877 FAX 14011656-8026 CdifK6 d Aftalim Wo1w 1523 HYDRAULIC CALCULATIONS Wayne Automatic Fire Sprinklers 11326 Distribution Ave. W. Jacksonville Fl. 32256 904 - 268 -3030 Job Name ENVISION DOUPLEX Building Duplex Location 354 -360 1 st St Atlantic Bch FI 32233 Design Area 1 Contract Data File ENVI.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic Page 1 ENVISION DOUPLEX Date 1/24/200 HYDRAULIC DESIGN INFORMATION SHEET Job Name - ENVISION DUPLEX Date - 3 -11 -05 Address - 354 -360 1st St Atlantic Bch Fl 32233 Design Area# - 1 Contract With - Envision Construction System No. - 1 Buildings - Duplex Contract No. - Calculated By - Ryan Peterson Drawing No. - FP -1 Construction:(X) Combustible ( ) Non - Combustible Ceiling Height Occupancy - ( ) Multi- Family( ) Single Family (X)Other Duplex S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Calculated: ( )1 (X)2 ( )3 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date Ed. E ( )Dwelling Unit Calculation ( )Area Outside Dwelling Unit Calculation M Listed Flow at Start Point - 16.0 Gpm System Type Listed Pres. at Start Point - 14.5 Psi (X) Wet D MAXIMUM SPACING CALCULATED - 16 Ft X 16 Ft (8 ) Minimum Spacing E Domestic Flow Added - 21 Gpm Sprinkler S Hose Demand for 13 System - N/A Gpm Make Central Model LFII Conc. I Elevation at Highest Outlet - X23 Ft Size 1/2" K- Factor 4.2 G Sloped Ceiling ( ) Yes (X) No Temperature Rating 155 N N 0 T E Building Backflow PSI Loss 4 Site Backflow /Meter PSI Loss N/A Calculation Gpm Required 32.21 Psi Required 36.74 At BR1 Summary C- Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Well Pump 13D Only: A Date of Test - 4 -8 -04 Rated Cap. Rating T Time of Test - 10 am @ Psi Elev E Static (Psi) - 49 Elev. Location: R Residual (Psi) - 43 Other Flow (Gpm) - 1060 Brand or Model S Elevation - 2 P Location: 1st Street and Sherry Dr. P L Source of Information: Atlantic Beach Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C) / > a» 2>U) 27 e LO / \\ /g E\# o@e a_ C) a \\ % .............. CD \ \ /(D =E E: §O= O e %7( \$\ } ƒ5, 2gG (D�\ /\/\ \\\ 0 / / \ % / G z E f 7 � / J \ / / LO Q) c ) // %z 2 4 E / E ± ) \ E / 5 & 72� E EEi o $ \/ U \ \ .. \ 2±/ ®E± 2 x »5 5 CD g\ \ /\ � / \ -co / D 2 %,,, a = yy SAGA M m < 2 $ G o C \ \ / \ \ / / / / / \ / \ 2 ƒ >, \ G E I L e G 2 I u $ƒ ... O O N d N co cU cd a r O Cl) O Q U = a M Z N E b I y C N � M N 1 0O LL � U � C N N ro 1 a a 2 � a a � N N ro M i O N c a N ry C d N O '^ U 1 � co H N N N I M 1 (n N N tV � M W 1 N 1 U a_ r O r N N L.. E N N O O Vt b ct3 5 Z � �0 1 l 1 1 1 1 1 1 1 C cv m 0 CO Z O 0 N ri Fittings Summary Wayne Automatic Page 4 ENVISION DOUPLEX Date 1/24/200 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H POZ -LOK 90 I POZ -LOK TEE Angle Valve K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N Mechanical Tee Q Flow Control Valve R CPVC ST TEE S Swing Check Valve T 90' Flow thru Tee U CPVC 90 V CPVC TEE W Wafer Check Valve X CPVC 45 Y CPVC COUP - STRAIGHT TEE Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Wayne Automatic Page 5 ENVISION DOUPLEX Date 1/24/200 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 21/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1:0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 2.0 3.0 4.0 1 5.0 7.0 8.0 J 29.0 35.0 14.0 14.0 43.0 57.0 15.0 19.0 23.0 K 14 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 4.0 5.0 6.0 7.0 9.0 12.0 13.0 V 3.0 5.0 6.0 8.0 10.0 12.0 15.0 10.3 W X 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Y 1.0 1.0 1.0 1.0 1.0 2.0 2.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H I J 71.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 U V W 13.1 31.8 35.8 27.4 X Y Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic Page 6 ENVISION DOUPLEX Date 1/24/200 Node Elevation K -Fact Pt Pn Flow Density Area Press No Actual Actu Rea. 1 23.0 4.2 14.5 na 15.99 .1 10 14.5 3 23.0 4.2 14.9 na 16.21 .1 10 14.5 5 23.0 19.07 na 6 23.5 18.85 na 2 23.5 14.77 na 4 23.5 15.18 na 7 23.5 18.85 na 8 23.5 19.81 na 9 23.5 20.74 na 10 15.5 24.32 na 11 15.5 24.46 na 12 15.5 25.85 na 13 8.5 34.25 na 14 8.5 35.51 na TR1 8.0 36.74 na BR1 1.0 44.11 na U1 -3.0 47.45 na U4 -3.0 48.6 na 29.0 SRC 2.0 46.45 na The maximum velocity is 10.85 and it occurs in the pipe between nodes 4 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Wayne Automatic Page 7 ENVISION DOUPLEX Date 1/24/200 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ' ** Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn 1 15.99 0.874 1V 3.000 0.500 14.500 K Factor = 4.20 to 150 3.000 -0.217 2 15.99 0.1386 3.500 0.485 Vel = 8.551 0.0 15.99 14.768 K Factor= 4.16 3 16.21 0.874 1 V 3.000 0.500 14.900 K Factor = 4.20 to 150 3.000 -0.217 4 16.21 0.1420 3.500 0.497 Vel = 8.669 0.0 16.21 15.180 K Factor= 4.16 5 0.0 0.874 1 U 4.000 0.500 19.065 0.0 to 150 4.000 -0.217 0.0 6 0.0 0.0 4.500 0.0 0.0 Vel = 0 0.0 0.0 18.848 K Factor = 0 6 0.0 0.874 1 U 4.000 4.166 18.849 0.0 to 150 1 V 3.000 7.000 0.0 0.0 7 0.0 0.0 11.166 0.0 0.0 Vel = 0 0.0 0.0 18.849 K Factor = 0 2 15.99 1.101 9.166 14.768 to 150 0.0 0.0 4 15.99 0.0449 9.166 0.412 Vel = 5.388 4 16.22 1.101 1 V 5.000 17.332 15.181 to 150 5.000 0.0 7 32.21 0.1643 22.332 3.669 Vel = 10.854 7 0.0 1.101 5.833 18.849 to 150 0.0 0.0 8 32.21 0.1642 5.833 0.958 Vel = 10.854 8 -21.96 1.101 1 U 5.000 37.164 19.807 to 150 1 V 5.000 10.000 0.0 9 10.25 0.0198 47.164 0.932 Vel = 3.454 0.0 10.25 20.739 K Factor= 2.25 8 21.96 1.101 1 V 5.000 8.000 19.807 to 150 5.000 3.465 10 21.96 0.0809 13.000 1.052 Vel = 7.400 0.0 21.96 24.324 K Factor= 4.45 9 10.25 1.101 1 V 5.000 8.000 20.738 to 150 5.000 3.465 11 10.25 0.0198 13.000 0.257 Vel = 3.454 0.0 10.25 24.460 K Factor= 2.07 10 2.87 1.101 41-1 5.000 42.665 24.323 to 150 2V 5.000 30.000 0.0 11 2.87 0.0019 72:665 0.136 Vel = 0.967 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 iV Final Calculations - Standard Wayne Automatic Page 8 ENVISION DOUPLEX Date 1/24/200 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * *`* Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 0.0 2.87 24.459 K Factor= 0.58 10 19.09 1.101 1U 5.000 19.500 24.323 to 150 5.000 0.0 12 19.09 0.0624 24.500 1.529 Vel = 6.433 0.0 19.09 25.852 K Factor= 3.75 11 13.12 1.101 3U 5.000 29.666 24.460 to 150 15.000 0.0 12 13.12 0.0312 44.666 1.393 Vel = 4.421 12 19.09 1.101 3U 5.000 12.666 25.852 to 150 1V 5.000 20.000 3.032 13 32.21 0.1643 32.666 5.367 Vel = 10.854 13 0.0 1.101 1V 5.000 2.666 34.250 to 150 5.000 0.0 14 32.21 0.1644 7.666 1.260 Vel = 10.854 14 0.0 1.101 1U 5.000 1.166 35.509 to 150 5.000 0.217 TR1 32.21 0.1643 6.166 1.013 Vel = 10.854 TR1 0.0 1.598 1Z 5.828 7.000 36.738 to 150 5.828 7.032 Fixed loss = 4 BR1 32.21 0.0267 12.828 0.343 Vel = 5.153 BR1 0.0 2.003 5U 9.000 125.000 44.113 to 150 1V 10.000 55.000 1.732 U1 32.21 0.0089 180.000 1.604 Vel = 3.280 U1 0.0 1.101 1V 5.000 2.000 47.450 to 150 5.000 0.0 U4 32.21 0.1643 7.000 1.150 Vel = 10.854 U4 29.00 7.98 500.000 48.599 Qa = 29 to 150 0.0 -2.166 SRC 61.21 500.000 0.017 Vel = 0.393 .0 61.21 46.450 K Factor= 8.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FEDERAL 19IIIIERIGIENCY MANAGEM1113TAGENCY O.M.B. No. 3067 -0077 NATIONAL RL000 INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Immko Itt Real file Wabud we on ppw 1 - 7. SECTION A - PROPERTY OWNER WORMATION For Inelranas Camp" Use: BUILDING OVNNER'S NAME Paler Nunoer KRISTOFER KOCAN BUILDING STREET ADDRESS (Indudit W unit, Sub, andbr Bldg. No.) OR P.O ROUTE AND BOX NO. Company NAIL NmW 964 16T STREE r qTM STATE YIP CODE ATLANTIC BEACH FT_ 3?239 PROPERTY DESCRIPTION (Lct end Blair Numbers, Tax Parcel Nwvtw, Legal Deeatpaon, Or:.) P/0 LOT 17, ATLANTIC BEACH A SUBDIVISION, PLATBOOK 5 PAGE 86 CURRB4T PUBLIC fsECORDS, DUVAL COUNTY, FLORIDA WIJNNG LW ( e.g., , a1c M a arse, I necessary.) RESIDENTIAL LA1T UDE&0N0fTU (OFTION AW HORMONTAL DATUM: SOURCE: LI GPS #9 -iftPf or 0.0000t Q NAD 1921 ❑ NAD 1983 ❑ USGS Quad Met I] Odw.. SECTION I3- FLOOD NSURANCE RATE MAP (FIRM) IW< MATION 91. NFP CQMMIJNrrY NAME 6 COI MUN1TY NUMBR 612 COUNTY KQ& M STATE ATLANTIC BEACH 12M UNAL R F40A B1. MAP AND PANEL 07. FRM PANEL W. BASE FLOOD ELEYATICN(9) NUMBER B6. SUFFD( 86. F1riCtA AW DATE EFFECT1NWIRVIMD DATE B8. FLOODDOnIE(8) VorwAO, un d0 of") awl D 60&1814 47 -1909 X 810, hdIM1D the saM d the Base Flood ED an (8FE) date or base Aced deo erwed In 89. ❑ FLS Pro9e ❑ FIRM ❑ Cortrmxtily DebrVed ® Other (DaKrIbe): NAVQ I 811. hd®le the develon datum used fonts BFE In 89: ❑ NGVD 1929 ® NAVD IMS ❑ 01w (Deaa9le): 812. Is tte buNdng larded In a Conn Barrier Resorxons IM (CBMI area or Oftnmse PmIeclad Arse (OPA�7 ❑ Yes 0 No Design m Dale SECTION C - WILDING ELEVATION NFORMATION (SURVEY REQUIRED) Cl . Buidnp de Abm are haeed on. ❑ Co whdon DnwInpe' ❑ Buldnp Ur& Ca slfudlon' ® ianiened CONtudlar •A new Ele ahm Car ft* wr be reyllred when aan rudw d the tooling Is oonplete C2, i3rdldnp aepre,t Number _ (Sded bra bukldng diagram moat elrnla b the buldrtg for viAridt ttb cartllrw si being ornrp l d - see pages 8 and 7. M no d Vern anrj* repmwfs the bulking, provide a siodch or phdoprdph.) C3. Sevaim -? nea At-A30, AE, AH, A (WIh BFE), VE, V1 -VW, V (wNh SIFE), AR ARIA, ARiIAE, APJA14Z, ARJAH, ARIAO Compete Items C3.-jji below aom*j b the bAft dWFn etedied h Item C2. Stale the datum used tf the daW is iQafert from the datum used for Mte BFE h SeaW B, MMM Are dam b that used for th BFE. Show Meld measemaatfs and dshen amvm& cWai0w Use the space povldad a tfte Carr we sw Semon D or Seam G. as appropriate, Io d=nW toe datum conversion, DaMm NAVD 1988 NA 5evalon referet medc and am on dw FIRM? ❑ Yea ®ND • a) Top of batbrn I= (Irditdng bmarert or lure) 13. 52 ft(m) • b) Top d rtmd higher Aocr _. _ft.(m) c) k3aUprn d lowest hor�ortal sinrmxal merrrber (V rotes arty) _ R(m) �1 t d) Alt d)ed gerage (top d slab) D. WON g • e) Lowni elevetlM of mac* ry andbr equipment W / Q _D ` wvldM the bulft (Dasalba h a Camterts area) R(m) • fl Lowedt (� !ice MG) 12 ;a��(m) $ _ • 9) Hg 4awt (Ardhed) grade (HAG) 13. MIL(m) - - h) No. of pemwert opv*Vs (flood vents) wkthh 1 It above ad)aoeot grade 1) Ta area of al parnment openhg (W vents) in C3.h sq. Im (sq. am) SECTION D - SURVEYOR, ENGINEER, OR AFDffI3CT CERTIFICATION This cer4flcation is to be 9" end sealed by a land surveyor, snglnser, or architect auftdnad by law to certify eleva#w Wamo tloe. i ca ft that the lnli9rm #on In Sargon A, A and C on this ce0ede represents my best eA'orts to Interpret the dets evelleh/e. 1 understand that ant false statement may be a/nishnble by fine or lmpfisorunent under 18 U. S. Code, Section 1001. CERTIFIERS NAME ARNOLO J. JOHNS LICENSE NUMBER 4422 TRLEOANER COMPANY NAME LD. BRADLEY LAND SURVEYORS ADDRESS CITY STATE ZIP CODE 5713 NOR MANDY BLVD. JACKSONVAJ FL 32206 SK-NATURE DATE TEU PHONE 12)1906 9047668100 G5 44I - L1b OSr Sq0 /200 686Z988006 XIr9 99'.9t 90OZ /6L /ZL . Onmbn from S@Cdw A Fa hUx= Cmwy LI.: BUILDING STREET ADDRESS (hluft Apt- Unt Sub, s x1for dg. No) OR P.O. ROUTE AND BOX NO. Poky w"or 354 1ST STREET C" STATE 5 COOS Company NAIC Number ATLAf M BEACH FL 3= SECTION D - SURVEIfM ENGINEER, OR ARCHITECT CEKnprATIDN (CONEINM Cagy baal sides d ors Elerallm Callegle for (1) mrmwnly drdal, (2) kapa me egerrVaorrtpeny, and (3) bWirtg OM W. COMMENTS Owdk here N atfa hw b SECTION E- SUM ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT 8_FE) For Zara AO and Zone A (WhU BCE), aatow Items E1 through E4. If lie FJevelon CerMbft l$ kft&N1 for use m sup MN ktormatlar fora LOMA a LOMP F, Section C no be oom>plelsd E1. BuildMtg Diagram Number _(Select the btiaM dlMw most abler to the txMN for which ats aetllrate is beirg corTMM - sea pages B and 7. K no dVw eonmay repnsaerws the hulking, provide a elartlr ar photograph.) E2. The top of the bob= 0oar (Mldudng Ismerrerrt or enciosure) of the tx *q is _ 8.(m) _in.(an) ❑ above or ❑ below (check one) the highest s *car t grade (Use natural grade, K evaliable). E3. For U*v Diagrams 6i will a w*v (eee page 7), the next higher floor ar rdevated lour (elevation b) of are arNding s _ fL(m) _in.(cm) above the highest adtaoent VWM Canpeb Isms C3.h and C3.1 on fiat d farm. E4. The top d the plaftm of marl inery XXW equlpmrert se ftV lhe br lft is _ it(m) _in.(an) ❑ above or ❑ below (check am) the hoest admit grade (Lim natural grade, K avertable). E5. Far Zone AO only, K no toed depth number ie avalable, is the bop d the bottom floor dBvabd in accooderroe with the OXMU ityS lbodpialn managemert arttin nce? ❑ Yes ❑ NO ❑ U* w. The local dkW must aerlfy this dormallon In Sedan G. SECTION F - PROPERfY OWNER (OROWNEWS REPRESMATIVE) CERTFICATION The PWNIy owner a amnees attlhamed repreee bAo who cvmplebe Sedans A, 8, C (Items C3.h end C3.i only), and E for Zone A (wftA a FEMA4s%md or acmxnrr *- leeued OFE) Gr Zone AO must algn here The sialenrs * In Seo&m R d C, and Ewe cooW fo she bestdir y b fie. PROPERTY OWNERS OR OWNERS AUTHORUIED REPRESENTATIVES NAME ADDRESS CfTY STATE ZIPCODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Chedt hm K aboh nenls SECTION G • COIIIMII M1 INFORMATION (OPTIONAL) The local dkd who is aulmrmwd by law or ordnance b arJm 09rdw commrrrritys loodOon management onlnanoe can WOW Seftm A. 8, C (or E), and G d this E vow Ce dcob. Onpleb the aMicade bans) and 4 below. G1, ❑ The Krnslon In Sw10n C war taken from otherd= nerision that has been stgrtad end errihoaaed by s kw sW surveyor, engineer, or eid>bsrt who b aftIzed by stile or local law to cedKy eta , Ww Inbmvlon. (kr** the source and dale of ft elwWon data In the Cmwo t3 area below.) G2. ❑ A aammurrlly didal comOebd SmWn E far a b kfq bcabd In Zane A (Wow a FEMMaeusd or aom murrltyaeaued 8FE) or Zone AO, G3. ❑ The following nbrnaban (items G4-M) h provided fix Garr my 4w0w management Wpoees. Gl. P9ihRr fJllA6ER Gb DATE PERMIT ISSUED GB. DATE CC-Ri1FICATE OF OOMPIIMICF�t7000PANCY 16911l� 67. This pit M hag been Issued for ❑ New Cmosbur�lon ❑ 5u rtial inrprovwent G9, Ebvalcn d aatwM bweet Hoar Qnduing b®ernie) d the hA*q te: _1l(m) Dan- G9. 8FE or On zone AO) deplfr of aoodrg at are kA*q at is: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE D COMMENTS 900/E001A 68GZ988006 Xb'9 L9:91. 900Z /6L /ZL Page 1 of 1 Graham Shirley From: Kaluzniak, Donna Sent: Thursday, November 17, 2005 3:53 PM To: Walker, Chris Cc: Graham Shirley Subject: RE: 354 1 st St Chris, good, so they are approved - thanks From: Walker, Chris Sent: Thursday, November 17, 2005 3:53 PM To: Cunningham, Kerri Cc: Kaluzniak, Donna Subject: 354 1st St The clean out has been located and the box was set. 11/17/2005 Jan -31 -05 O1:51P Terry Johnson Const Inc 9048862983 �. P.O1 Kehoe Contractors, Inc. 3697 Crown Point Court Suite 2 Jacksonville, FL 32257 Office 904 - 886 -4373 Fax 904 - 886 -2983 Facsimile Date: January 31, 2005 To: Building Department Company: City of Atlantic Beach Fax No.: (904) 7- (Z - 5 � / 3 Pages to Follow: 1 page Notes: The following is a breakdown of previous construction square footage and post construction square footage for 354 & 360 1s` Street. Thank you, Amanda Johnson Account Manager Jan -31 -05 01:52P Terry Johnson Const Inc 9048862983 P.02 Kehoe Contractors, Inc. 3697 Crown Point Court Suite 2 Jacksonville, FL 32257 O (904) 886 -4373 F (904) 886 -2983 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 To Whom It May Concern: The following is information is in reference to 354 & 360 1 Street: Predevelopment Sq. Ft. :-- 3,249 impervious area Previous House Calculations = 1,785 (House Pad) + 156 (Shed) + 592 (Carport) + 455 (Driveway) + I20 (Sidewalk) + 141 (Front Sidewalk) = 3,249 Sq. Ft. Post Development Sq. Ft. '4 3,210 impervious area New House Calculation = 2,322 (House Pad) + 113 (Middle Storage) + 1550/2 (Pavers) = 3,210 Sq. Ft. As you can see our post development impervious square footage is less than our predevelopment square footage. Thank you, /-- Chris P. Johnson Project Manager ST , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 DIM Application Number . . . . . 05- 00030279 Date 11/01/05 Property Address . . . . . . 354 1ST ST Tenant nbr, name . . . . . . 200AMP,1PH,3W,240V Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------ - - - - -- ------------------------ ENVISION HUNTER ELECTRIC 11624 DAVIS CREEK ROAD EAST JACKSONVILLE FL 32256 (904) 268 -4203 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . 5/06/05 Valuation . . . . 0 Expiration Date . . 11/02/05 ---------------------------------------------------------------------------- Special Notes and Comments $35.00 CREDIT APPLIED Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDIN OFFICIAL CITY OF ATLANTIC BEACH i } 800 SEMINOLE ROAD J y ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 05- 00029564 Date 6/02/05 Property Address . . . . . . 354 1ST ST Tenant nbr, name . . . . . . REPLC DPLX W /TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 Owner Contractor ------------------ - - - - -- ------------------------ B2 GOOSE /ATLANTIC, LLC KEHOE 3560 CARDINAL PT. DR JACKSONVILLE FL 32257 (904) 220 -2580 ---------------------------------------------------------------------------- Permit MECHANICAL PERMIT Additional desc NEW HVAC Sub Contractor BAKER SALES & SERVICE HEAT /A /C Permit Fee . . . . 239.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 239.00 239.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 239.00 239.00 .00 .00 PERMIT IS AIPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: 3 5-14 Owner: LT 9 0 3�6 tq /��/T /G , ,(L G Telephone #: Contractor: 20V �, :„ ,qL e S SC �2 U t G F' Telepho g f ee J` Contractor Address: /,k f'3 5&,y $6*An Sd 30 / Fax #: 7 3 '74 SO 2 Contractor Signature: 4. In consideration of permit given for doing the work as described in the above statement, 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 City of Atlantic Beach ordinances and standards of g ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: 0' Electric ❑ Gas: LP _Natural _Central Utility Q 5 — p Z "S 49 49 ❑ Oil T ❑ Other — Speci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK tH" _ Space _ Recessed - *Central _ Floor � Residential W 'Air Conditioning: Room Central V Duct System: Material Thickness ❑ Commercial Maximum capacity cfm 13 Refrigeration W' New Building ❑ Cooling Tower: Capacity Is m ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) • 'Tanks (Number) &' Installation • LPG Containers (Number) (No system previously installed) • Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers • Gas Piping ❑ Other - Specify • Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton's 3i Agency 3 Cow - 19MUai4W 0*ivd HEATING - FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency 3 191XI 5iI E �LN mmo TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agenc 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic- beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH sip 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 05- 00030252 Date 5/04/05 Property Address . . . . . . 354 1ST ST Tenant nbr, name . . . . . . FIRE SPRINKLERS Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- KEHOE, THOMAS WAYNE AUTOMATIC FIRE SPRINKLER 11326 DISTRIBUTION AVE. WEST JACKSONVILLE FL 32256 (904) 268 -3030 ----------------------------------------------------------------------- Permit . . . . . . FIRE SPRINKLER Additional desc . . Permit Fee . . . . 105.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 \o . 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 WHIC PART OF THIS PERMIT AND SjUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. rt BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: 3 .z Property Address: Owner: Telephone #: Contractor: c-- Telephone #: ?V F V S �J �f � Jo? Contractor Address: 11326v,_7:> s r' 1Z/80 77 CA/ ,4��/S Fax #: ,�� 70 /- R�� ac_k'Sca�tl Vie.3ZZS'�. In consideration of permit given for doing the work as described in the above statement, 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 City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ Electric ❑ Gas: _LP _Natural _Central Utility • Oil OS-d0o 7-9 �� L 7 • Other — Specif MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _ Space _ Recessed _ Central _ Floor Residential ❑ Air Conditioning: _ Room _ Central ❑ Duct System: Material Thickness Cl Commercial Maximum capacity cfm ❑ Refrigeration A New Building ❑ Cooling Tower: Capacity gPm ❑ Existing Building K Fire Sprinklers: Number of Heads_ . ❑ Elevator: _ — Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ Boilers ❑ Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agenc 800 Seminole Road • Atlantic Beach, Florida 32233-5445. Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atlantic - beach.fl.us Revised 1/04 .� RECEIVED CITY I DING & ZONING r MAR 2 2 2005 j CITY OF ATLANTIC BEACH S f, r "T EE REMOVAL APPLICATION BY: All applications must be submitted with seven (7) copies and received by 5:00 p.m. on the Friday ten (10) days prior to the scheduled meeting in order to be placed on the agenda. INCOMPLETE APPLICATIONS OR INACCURATELY MARKED SITES WILL NOT BE PROCESSED. Applicants Name: (-,c> S - e A ( '(­4 '1 c- ILL - Address: o: nj Telephone 0: �3 Z - Address or Legal Description 3S 3 65 I f- s-� _ Of Tree Removal Site (if legal description, list closest CrOSS Street - Zone_ Z I Reason for Proposed o� pa.� Tree Removal Has this site been to the Tree YES NO NOT SURE Please provide the following i SITE PLANITREE SURVEY a. Existing and proposed structures. b. Location of utilities and easements as applicable. c. Location, species and size of all trees with Diameter at Breast Height (D.B.H.) of six inches or more. d. Location, species and size of all trees to be removed should be clearly marked with an 'A ". e. Location, species and size of all trees to be preserved on -site for replacement must be marked with brackets "[ ) ". f. Location, species and size of any proposed new replacement trees marked with a circle "O ". g. Location, species and size of all trees to be preserved on -site with barricading at tree drip line noted. ON -SITE REQUIREMENTS: a. Barricading at tree drip line of all trees to be preserved. b. Address /legal description must be posted in a conspicuous manner on site. c. The property corners must be marked by stakes or paint indicating the lot. d. All trees identified for removal MUST BE MARKED ON -SITE BY RED /ORANGE flagging, paint or tape. e. All trees to be preserved on -site for mitigation MUST be marked with BLUE /GREEN flagging, paint or tape. 800 Seminole Road • Atlantic Beach, FL 32233 -5445 Phone: (904) 247 -5800 - Fax: (904) 247 -5854 - www.coab.us Page 1 of 4 Revised 11!04 LIST TREES PROPOSED FOR REMOVAL: DIAMETER OF TREES APPLICANT'S OFFICE USE SPECIES INTERIOR ZONE " EXTERIOR ZONE "" COMMENTS ONLY CHOICES FOR REPLACEMENT: Choose one or a combination of the following to compensate for trees removed: a. Plant new trees on sit b. Pay money into the Tree Fund at the current rate. c. Protect (save) other trees that qualify and mark trees to be protected on site. d. List in the columns below by diameter inches, for your choice of mitigation or replacement trees by inches. DIAMETER OF PLANT NEW PAY INTO TREE SPECIES TREE TREES FUND PROTECT I HEREBY AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 11, TREE PROTECTION, AND ALL OTHER LICABLE CODES AND ORDINANCES OF ATLANTIC BEACH. 3 /gal oS" ica 's Sign ne Date AQ-1 �A 3/ Z2 IrK Own s Signature Date —� Tree Conservation Board Chair Date (') 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 mufti - trunked trees is determined by adding together the diameter of each trunk as measured immediately above the forks. (• ") Interior Zone: Outside the 20 -foot front/rear setbacks and the 7.5 feet side setbacks (see diagram on following page). ( ") Exterior Zone: Within the 20 -foot front/rear setbacks and the 7.5 feet side setbacks (see diagram on following page). 800 Seminole Road Atlantic Beach, FL 32233 -5445 Phone: (904) 247 -5800 Fax: (904) 247 -5854 • www.coab.us Page 2 of 4 Revised 11104 RESIDENTIAL PROPERTY TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 20" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 6" or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION RESIDENTIAL PROPERTY EXTERIOR ZONE 20.0' Rear Setback INTERIOR ZONE 7.5' 7.5' Side Side S tback Setback 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY PUBLIC WORKS PUBLIC STREET JURISDICTION PROTECTED TREES DBH 6" OR MORE 800 Seminole Road • Atlantic Beach, FL 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5854 • www.coab.us Page 3 of 4 Revised 11!04 COMMERCIAL PROPERTY TREES REQUIRING REPLACEMENT: a. Interior zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 10" or more. b. Exterior Zone trees requiring replacement: Any tree with diameter at breast height (DBH) of 6 or more c. Champion Trees: Any tree so designated by the Florida Division of Forestry, Department of Agriculture d. Exceptional Specimen trees: Any tree so designated by the City Council INTERIOR AND EXTERIOR ZONE DEFINITION COMMERCIAL PROPERTY EXTERIOR 20.0' Rear ZONE Setback INTERIOR ZONE 7.5' 7.5' Side Side Setba k Setback 20.0' Front Setback SIDEWALK PUBLIC RIGHT OF WAY PUBLIC WORKS JURISDICTION PUBLIC STREET PROTECTED TREES DBH 6" OR MORE 800 Seminole Road Atlantic Beach, FL 32233 -6445 Phone: (904) 247 -5800 Fax: (904) 247 -5854 • www.coab.us Page 4 of 4 Revised 11/04 MAP SHOWING A SPECIFIC PURPOSE SURVEY OF LOT 17 AND EAST 1/2 OF LOT 19, BLOCK 2 AS SHOWN ON MAP OF ATLANTIC BEACH, A SUBDIVISION AS RECORDED IN PLAT BOOK 5, PAGE .69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 1 S T S T R E E T (40 FOOT RIGHT OF WAY) FOUND 1/2" IRON 7518' (M) FOUND 1/2" IRON PIPE (NO ID) 25' (P s 50' -c-J PIPE (NO ID) 12" OAK THE 9 bsJ 8" MAPL O`Ssr 27" OAK TREE ALM TREE I Cp } 11" CHINKAPIN z J �v CLUSTER 10" PALM TREE LOT 15 LOT 21 LOT 17 ® _ 10" PALM TREE O 6 CL J i N Ll- 0114 Eo S rn - C:) r O M N \N v N J TH E OAK \ W , TREE 2 O V) G 27" OAK TRf W O g � 15" TREE O. 32" OAK TREE 1 ! ON 17" TR ?+ 74.13' (M) FOUND 1/2" IRON 25' (P) 50' (P) FOUND 1/2" IRON PIPE (NO ID) PIPE "BANKS" LOT 22 LOT 20 I LOT 18 I LOT 16 I 30 15 0 30 60 SCALE IN FEET 1 ' = 30' NOTES: 1.) THIS IS NOT A BOUNDARY SURVEY. ARNOL HNS 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF FLORIDA REGISTERED LAND SURVEYOR 1\10. 4422 A TITLE ABSTRACT. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED 3.) THE SPECIFIC PURPOSE OF THIS SURVEY IS 10 SHOW SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER TREES IN ACCORDANCE WITH THE CITY OF JACKSONVILLE FLORIDA, TREE ORDNANCE NUMBER # 2001-161-E. R OBLEY 5773 NORMANV BOULEVARD, JACKSONVIILLE, FLORIDA 32205 D S1; 7VEVORS PHONE (904) 786 -6400 FAX (904) 786 -1479 LICENSED BUSINESS No. 6888 W.O. NO.: A -04 -548 SURVEY DATE: 8 -20 -2004 DRAFTED BY: J. C. PENA CHECKED BY: J. WEINERT CAD FILE: 04548.DWG FB 494 PG 62 CITY OF ATLANTIC BEACH r s 800 SEMINOLE ROAD J ATLANTIC BEACH, FLORIDA 32233 ., INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 05- 00030233 Date 5/03/05 Property Address . . . . . . 354 1ST ST Tenant nbr, name . . . . . . TEMPORARY POLE Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor - ------------------------ ----------------------- B2 GOOSE /ATLANTIC INC. HUNTER ELECTRIC 3560 CARDINAL PT DR 11624 DAVIS CREEK ROAD EAST JACKSONVILLE FL 32257 JACKSONVILLE FL 32256 (904) 220 -2580 (904) 268 -4203 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . PAID FOR ON 30177 IN ERROR Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 5/03/05 Valuation . . . . 0 Expiration Date 10/30/05 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total .00 .00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total .00 .00 .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 p.2 CITY OF ATLAN7IC BEACH FLORIDA APPLICATION FOR ELIC7141C.AL PER AIT r� TO Tl"4 CHIC)l e1. EG'TRIC A L INSpfCTOR: PATE. ---- IIMPOgTANT NOTICE: IN C014SIOERATION Of PERMIT CIVEN FOR OOING THE WORK AS OESCRIeEn IN THE FOLLOWING. w! HEREBY AGREE TO PERFORM SA IO WORK 114 ACCOROA,`It:s Wf W TVIE ATTACMEO PLA,45 At4o SPECIFICA'nOtd. WHICH AIRF, A PART HEREOF, ANO 1.4'ACCOROAN wITH THE ELECTRICAL REGULATIONS. CCIDAS AND CITY OF ATLA/YT(C BEACH ORDINANCES. e 61:T{7IrJ► - u F ICIA S V F NA -'wCj 1 �. 1 IV I�1 Jt I_ �,� `a�.iY ^� AOORESS: BLDG. St /2iS� .•,....�.� L c BR't1NEU�1: AL-- {/1 A/T. ( 1 COMN. ( ! PVOUC ( I INDVS, ( I NEW I�OLA l ) REW. ( 1 AOOITION ( 1 TRAILL411 1 .I TEMP. ( StG.VS ( 1 'S� FT.' SERVICE NEW (If--- MCFMASE ( { REPAIR I 1 F pN0 CTOR SIZE I-/ gMP-S ER I i AL 'I F tr, I SN1TCli OR 6RL'Ak<w14 v aMPS 'm w '?4QQ LT R VO tI. '. SERV. S IZE ►MPS P i 'n VO T RAcr"p' FEEDERS NO, 92>: NO. Sl2S NO. SIZE LICNTINC gVYLETS CCSNr_£ALkn Ovra T4YAL RECEPTACLES TOTAL �wrTCY�C7 ' �Nca,,woeutNT i FLUONES -MT a M. V, _ struwNCA9 BELL T/t.UVSF, AIR M.P. A TIHG K,P, RATiNG CONoIr10NINa COMP. MOTOR OTHER MOTORS AMPS C£IL HEAT: VO4- -HEAT o-I oval MOTCp,I N,p, VQL.YAGE PH4 NO, IMP, VOLTAGE I PMS UP N�4GELLAttRO C' TRANSPORMBRs; UNOER 600 V, O VER 60 4 V, NA. KVA NO. I V-VA I NO. N$QN T FIANSF, NO, VA, MA. MOTOR SI:,E SfN1Y04 C EAa4 SIGH FpNWAA0E0 S b /i'd Sb8S 2 bZ b06 :01 :W021d 2b:t7l 5002-20 -AUW s, CITY OF ATLANTIC BEACH �+ 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 05- 00029564 Date 4/15/05 Property Address . . . . . . 354 1ST ST Tenant nbr, name . . . . . . REPLC DPLX W /TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 Owner Contractor - ------------------------ ----------------------- B2 GOOSE /ATLANTIC, LLC KEHOE 3560 CARDINAL PT. DR JACKSONVILLE FL 32257 (904) 220 -2580 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . FLORIDA PROPANE PARTNERS Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. i r BUILDING OFFICIAL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: r Property Address: 3 �7' Owner: c��/r/s/d 74J ���'''� Telephone #: Contractor: d / r `Vf Telephone #: '77/— 5 -s Contractor Address: , So ��r� /� � Fax #: - 7 7/' 9/ 7 2 / Contractor Signature: a In consideration of permit given for doing the work as described in the above statement, 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 City of Atlantic Beach ordinances and standards of g ood practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ E�1 9tric lY Gas: _LP _Natural _Central Utility Q 5 ❑ Oil ❑ Other — Speci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _ Space — Recessed _ Central _ Floor Residential La Air Conditioning: Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cl>n L] Refrigeration New Building ❑ Cooling Tower: Capacity fp m ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _ _ Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) W' El s (Number) New Installation LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add -on to Existing System ❑ oilers y& _as Piping ❑ Other - Specify ❑ Other – Specify - LIST ALL EQUIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # Manufacturer BTU's Agency TANKS Nominal Capacity Type Liquid Serial Approving How Many & Dimensions Contained Manufacturer No. Agenc 800 Seminole Road • Atlantic Beach, Florid 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http • / /www.ci.atlantic- beach.fl.us Revised 1/04 V`1 rJ�i CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 05- 00029564 Date 3/30/05 Property Address . . . . . . 354 1ST ST Tenant nbr, name . . . . . . REPLC DPLX W /TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 250000 Owner Contractor ------------------------ ------------------------ 132 GOOSE /ATLANTIC, LLC KEHOE 3560 CARDINAL PT. DR JACKSONVILLE FL 32257 (904) 220 -2580 ---------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc 22 FIXTURES Sub Contractor TERRY JOHNSON CONSTRUCTION .00 Permit Fee 189.00 Plan Checck k Fee . Issue Date . . . Valuation 0 Expiration Date 10/30/05 Fee summary Charged Paid Credited ---- Due - -- ----- ---- - - - - -- ---- - - - - -- Permit Fee Total 189.00 189.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 189.00 189.00 .00 .00 3 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. . A q s` BUILDING OFFICIAL Mar 30 05 01:54p City of Atlantic Beach Bu 904 - 247 -5845 p.1 CITY OF ATLANTIC BEACH } PLUMBING PERMIT APPLICATION J Date: 3 3 0 o S Property Address: e+ A+-101rx4l'c ( �P( G L 3 a a 3 3 Owner: C Ia 1 L- L C Telephone #: S g(o ` 9 3 r7 3 Contractor- O hrl So rx Canst- rt,(+�Qn Telephone #: 'F� 1 �6 - 3a (o3 Contractor Address: 3(ofl �� �Ol (�� 5 � e a 1 Fax #: ag C - a9 & 3 3o, sa nviltr- Ti_ 39 In consideration of permit given for doing the work is described in the above statement, 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 City of Atlantic Beach ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type• / If other construction is being done on this building or site, 6t" New list the building permit number: o Re -Pipe 0 - 9 S (0 Number of Fixtures: Bath Tubs o1 Showers Closets c?q Shower Pans Dishwashers Sinks I Disposals Urinals _ Floor Drains Washing Machine Lavatory Water I 3� Sewer Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: a A X $7.00 + $35.00 = r7 _ 800 Seminole Road • Atlantic Beach, Florida 32233,445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 . http :llwww.ei.atiantic- beach.fl.us Revised 1104