The URL can be used to link to this page

128-11 SEminole Rd (vault) (2) 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: 18582 Address: 126-11 SEMINOLE ROAD Permit Type: BUILDING ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FAMILY Lot(s):619 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: 79,679.00 Parcel Number: Improv. Cost: 79,679.00 OWNER INFORMATION Date Issued: 7/30/1999 Name: H & B DEVELOPERS Total Fees: 4,713.49 Address: 126-11 SEMINOLE ROAD Amount Paid: 4,713.49 ATLANTIC BEACH, FL 32233 Date Paid: 7/30/1999 Phone: (904)242-0503 Work Desc: CONSTRUCT NEW HOME PER PLANS- RADON/1533- SCHG/1933 CONTRACTOR(S) APPLICATION FEES ARMSTRONG CONSTRUCTION PERMIT 585.00 WATER IMPACT FEE 430.00 SEWER IMPACT FEE 1,250.00 WATER METER/TAP 525.00 RADON GAS-M.R.S. 7.19 RADON CAB 5% 0.38 CAPITAL IMPROVE. 325.00 CROSS CONNECTION 35.00 CONST.SURCHARGE 8.70 SCHARGE/ATL.BCH. 0.97 SEWER TAP 1,546.25 Inspections Required NOTICE-INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL,P UP HAULED AWAY BY EIMHER CONTRACTOR OR OWNER IN PUBLIC SPACE,AND MUST BE CLEARED "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS STUNS WHICH AW ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE iDOperator: YENDY Receilt: `3�7`b779 Cl�- C.... Date: 5/04/39 91 Ia4713.49 ATLANTIC BEACH UILDING T. Total RaY�ent IY -SV-v CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address / 2- 6st ' // .5 6.-At llvt C.._C_ /1 0 Date - 26 -I / Heated Square Footage is-S3 @ $ 4/q "per sq ft = $ 6 7, ti S-2--___ Garage /Shed 14 ° @ $ 2,s---.06 per sq ft v t = S �Q/60 Carport .4) Or `a S 0- 00 per sq ft = $ ,Q r22 7" Deck G @ S 9 per su ft = $ 0 Patio 0 @ $ C) per sq ft = S _ 0 TOTAL VALUATION : S /) (7` � Tot 0-#.i.on 1st $7 3O /010 Remaining Value S y. per thousand or portion thereof TOTAL BUILDING FEE $ 6 YO.6'1) + 1/ 2 Filing Fee S / 0 -u?) (1 ) Fireplaces (a $15 . 00 $ / 570 0 BUILDING PERMIT FEE S -5-45.°Q WATER IMPACT FEE $_ 1-1.30 ,00 1 SEWER IMPACT FEE S p-J n l OO 1 WATER METER/TAP S C-2..1—: 00 CAPITAL IMPROVEMENT S 3,9 S".O O Nfr,O f�illikrC --SEWER TAP S ! 5 //6. Vs-33) RADON (HRS ) . 0050 S 7, 1q7„..---<-• :3 k SECTION H PAVING ( $ HYDRAULIC SHARES S _ a CROSS CONNECTION $ 3S700 ( 3 3) SURCHARGE . 0050 S Y- 7097 OTHER $ • GRAND TOTAL DUE �� /3 ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp : SwimmingPool Septic Tank ; Well ; Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES : Jul -30-99 11 :46A Harry McNally 904-247-5872 P .01 ATLANTIC BEACH WATER DISTRIBUTION SEWER TAP ESTIMA'T'E JULY 28, 1999 ADDRESS: 126-11 S! MINC)LE RI) LOT NUMBER: 619 1. 60 SQUARE FEET OF ASPI IAI.I' $ 66.00 2. 9 SQUAR1L. FEET OF SIDE WALK $45.00 3. 35' 6" SCH-40 PVC PIPE $ 70.00 4. 8X6 SEWER SAI)l)I,E $ 60.00 5. 1 - 6" SCH-40 PVC 45 $ I9.00 (> 1 -8X6 FERNCC) $ 10.00 7. 1 -6" SEWER Y $ 975 8. 1 - 6" SEWER CLEAN OUT $ 7.50 9 2 -TRUCKS $ 400.00 10. 1 - BACKHOE $ 150.00 11, 1 - MUDHOG $ 150.00 12. 4 - MEN I. KENNY 2. TROY 3. V1R.GILIO 4. GENE 13. 10 - IIO(1RS LABOR $ 459.00 TOTAL $ 1,546.25 ESTIMATE DONE BY: CHRIS WALKER, UTILITIES SUPERVISOR JUL-30-1999 FRI 11:56AM ID:247-5845 PAGE:1 -41` CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 ELECTRICAL PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 18986 Address: 126-11 SEMINOLE ROAD Permit Type: ELECTRICAL ATLANTIC BEACH, FL 32233 Class of Work: NEW Township: Range: Book: 10 Proposed Use: SINGLE FAMILY Lot(s):619 Block: Section: 1 Square Feet: Subdivision: SALTAIR Est. Value: 79,679.00 Parcel Number: Improv. Cost: OWNER INFORMATION Issued: 10/15/1999 Name: H & B DEVELOPERS Total Fees: 45.00 Address: 126-11 SEMINOLE ROAD Amount Paid: 45.00 ATLANTIC BEACH, FL 32233 Date Paid: 10/15/1999 Phone: (904)242-0503 Work Desc: NEW RES, COND #2 0, AMPS150, ALUM,SW 150AMPS,1PH,3W,240V,3"RACEWY _ CONTRACTOR(S) APPLICATION FEES-_ BIVINS ELECTRIC CO. PERMIT 45.00 inspections Required '- ._ ROUGH ELECTRIC FINAL ELECTRIC 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. $45,00 14 C Date: 10/15/99 01 Receipt: 0003497 � ---- ATLANTIC BEAC BUILDING DEPT. CHECKS P.O1 Dec-29--98 11 : 23A CITY OF ATLANTIC BEACH, FLORIDA ApPrav d by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE:-�3 _/'l 19_qg IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORM • ■ORDANCE WITH THE ATTACHED PLANS AND SPECIFICATION:, WHICH ARE A PART HEREOF, AND IN cCORDAN' E WITH THE E TRICAL REGULATIONS, CODES AND CITY 0: NTIC BEACH ORDINANCES. �` A lai i J014,40 /1 ..,, .4. ' O'e /Cm- I ri LECTRICAL FIRM: M . . � "=<"NAME �'" • Q AD•RESS:jAC -I/ 3,,,iii, - £FD .BOX BLDG.SIZE 40 BETWEEN: RES.U" APT. ( I COMM.( I PUBLIC( ) INDUS. ( ) NEW(�' OLD( ) REW.( ) ADDITION ( I TRAILER ( ) TEMP. ( ) SIGNS ( ) SQ. FT. SERVICE: NEW L4 INCREASE ( ) REPAIR ( 1 // FEE CONDUCTOR SIZE a AMPS S'0 COPPER ( I ALUM. (-�) / 3 —.-__ I C l) SWITCH OR BREAKER / J 8 AMPS 1, l PH J W 4 uVOLT; p( RACEWAY 30 EXIST.SERV.SIZE AMPS PH W I VOLT , RACEWAY FEEDERS NO. SIZE NO. SIZE NO. SIZE LIGHTING OUTLETS CONCEALED ` OPEN TOTAL RECEPTACLES CONCEALED OPEN TOTAL 0-30 AMPS. 31-100 AMPS SWITCHES INCANDESCENT FLUORESCENT&M.V. - FIXED 1 0.100 AMPS. OVER APPLIANCES IIl 1 ' 1 BELL TRANSF. _ AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT 0.1 I i I OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. ' VOLTAGE PHS_ MISCELLANEOU ,..,,2 ;,r. ''. I air O_ ?U ' J TRANSFORMERS: UNDER 600V. A OVER 600V. NO. , KVA NO. KVA 4 .. 4. r NO.NEON TRANSF. NO. VA. MA. MOTOR SIZE I SWITCH FLASHER EACH SIGN _ ` _ 1 1 FORWARDED S '? _ -- I TOTAL FEES ✓_______ r 1 ■ r ti ;'ll \G CITY OF I, 800 SEMINOLE ROAD ATLANTIC BEACH. FLORIDA 32233-5445 '.J TELEPHONE(904) 247-5800 ,w FAX (904) 247-5805 --- - ` r SUNCOM 852-5800 March 20, 2000 TO: UNITED STATES POSTAL SERVICE JACKSONVILLE ELECTRIC AUTHORITY PROPERTY APPRAISER'S OFFICE ATLANTIC BEACH WATER DEPARTMENT BELL SOUTH COMMUNICATIONS MEDIA ONE PLEASE BE ADVISED THAT THE FOLLOWING ADDRESSES HAVE BEEN CHANGED: Old Address New Address 126-1 Seminole Road 128-1 Seminole Road 126-2 Seminole Road 128-2 Seminole Road 126-11 Seminole Road 128-11 Seminole Road Sincerely, Don C. Ford, C.B.O. Building Official I DCF/ph I 4 �� /CITY OF /Wass& /3�-1L4ZLdG \i'Office of Building Official /0 --C. REQUEST FOR INSPECTION Date Time 91 Permit No. /` : %A.M. c Received r P.M. /, 60' �i/ / C26-2,J Jo: Addre.s N, Locality e_________ Owner's Name At J/ . Contractor ` BUILDIN 1 CONCRETE ELECTRICAL PLUMBING MECHAN L Re Roofing , Af Slab Footing ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ - g Re Roofing ❑ Siab ❑ Temp Pole El Top Out ❑ Heating El Final ❑ Sewer ❑ Fire Place ❑ e FOR INSPECTION Pre Fab: Wed. Thurs. F ndaY P.M. Inspection Made - A M Ins P de P.M. Inspector �_ Final Inspection ❑ OliP- Certificate of Occupancy❑ Date -ORM 600A-97 &O r- 4, f FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Hunt Residence a Builder: Dane Armstrong Address: 114-4 Bei e-Sti'eet SQn.t n°('- -" Permitting Office: 4-77 1_J DIC e City, State: 4. . -• - 322_Z:..3 Permit Number: /45g2_____ Owner: /-4 Y-- ' ' ' • • 1 • " Jurisdiction Number: 4/!O b Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap: 100.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 - b.N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area(ft2) 1533 ft2 c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 265.0 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, 186.0(p)ft - c. N/A - i b.N/A - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - 1 a. Frame,Wood,Exterior R=11.0,923.0 ft2 _ EF:0.92 - b.Frame,Wood,Adjacent R=11.0,266.0 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, 1949.0 ft2 - 15. HVAC credits - b. Under Attic R=19.0,105.0 ft2 - (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage Sup.R=6.0,25.0 ft - RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 � Total as-built points: 20640.00 Glass/Floor Area: 0.17 Total base points: 20870.00 PASS I hereby certify that the plans and specifications covered ' Review of the plans and :••':ET1: s�qT..• by this calculation are in compliance with the Florida specifications covered by this ,,.,__ FO ., Energy Code. calculation indicates compliance : �,,,,,;, , s` with the Florida Energy Code. ' "'_�• _ :,:'' ."' ';ri PREPARE Y: Andy Bryan Before construction is completed .4'∎•1, --"`' DATE: S this building will be inspected for `.. i I hereby certify that this :!, compliance with Section 553.908 _�c�D. . v5.. } • des '• . in compliance with the Fl. I• - T• �;�` Florida Statutes. I OWNER/AGENT: III BUILDING OFFICIAL: ' �- DATE: 1PnEM I DATE: " 2- 7 I EnergyGauge®(Version: FLRCNA-200) FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Belvedere Street, , , 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 1533.0 33.05 9121.1 Double, Clear W 1.5 8.0 17.0 36.99 0.96 602.4 Double, Clear SW 1.5 6.5 10.0 38.46 0.90 347.6 Double, Clear NW 1.5 6.5 10.0 25.46 0.94 238.6 Double,Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double, Clear N 6.0 4.0 9.0 19.22 0.65 113.1 Double, Clear W 11.0 7.5 20.0 36.99 0.45 334 8 Double, Clear N 1.5 6.0 15.0 19.22 0.94 270.6 Double, Clear N 1.5 6.0 30.0 19.22 0.94 541.2 Double, Clear E 8.0 7.0 40.0 40.22 0.48 775.7 Double, Clear N 22.0 7.5 33.0 19.22 0.59 376.2 Double, Clear E 1.5 10.5 30.0 40.22 0.98 1184.9 Double, Clear S 1.5 4.0 6.0 34.50 0.74 153.4 Double, Clear S 1.5 6.0 15.0 34.50 0.86 443.1 Double, Clear S 1.5 6.0 15.0 34.50 0.86 443.1 As-Built Total: 265.0 6095.2 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 266.0 0.7 186.2 Frame,Wood, Exterior 11.0 923.0 1.70 1569.1 Exterior 923.0 1.70 1569.1 Frame,Wood,Adjacent 11.0 266.0 0.70 186.2 Base Total: 1189.0 1755.3 As-Built Total: 1189.0 1755.3 1 DOOR TYPES Area X BSPM = Points Type • Area X SPM = Points Adjacent 18.0 2.40 43.2 Adjacent Wood 18.0 2.40 43.2 Exterior 0.0 0.00 0.0 Base Total: 18.0 43.2 As-Built Total: 18.0 43.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1534.0 0.60 920.4 Under Attic 30.0 1949.0 0.60 1169.4 Under Attic 19.0 105.0 1.10 115.5 Base Total: 1534.0 920.4 As-Built Total: 2054.0 1284.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 186.0(p) -37.0 -6882.0 Slab-On-Grade Edge Insulation 0.0 186.0(p) -41.20 -7663.2 Raised 0.0 0.00 0.0 Base Total: -6882.0 As-Built Total: -7663.2 EnergyGauge®DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Belvedere Street, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 1533.0 10.21 15651.9 1533.0 10.21 15651.9 Summer Base Points: 20609.9 Summer As-Built Points: 17167.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 17167.3 1.000 1.047 0.341 1.000 6134.6 20609.9 0.3573 7363.9 17167.3 1.00 1.047 0.341 1.000 6134.6 I EnergyGaugerm DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Belvedere Street, , , 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 1533.0 9.76 2694.5 Double,Clear W 1.5 8.0 17.0 10.77 1.01 185.0 Double.Clear SW 1.5 6.5 10.0 7.17 1.05 75.3 Double, Clear NW 1.5 6.5 10.0 14.03 1.00 140.6 Double,Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double, Clear N 6.0 4.0 9.0 14.30 1.02 131.6 Double. Clear W 11.0 7.5 20.0 10.77 1.20 258.9 Double, Clear N 1.5 6.0 15.0 14.30 1.00 215.1 Double.Clear N 1.5 6.0 30.0 14.30 1.00 430.1 Double. Clear E 8.0 7.0 40.0 9.09 1.32 481.7 Double, Clear N 22.0 7.5 33.0 14.30 1.03 484.9 Double,Clear E 1.5 10.5 30.0 9.09 1.01 275.9 Double,Clear S 1.5 4.0 6.0 4.03 1.34 32.5 Double, Clear S 1.5 6.0 15.0 4.03 1.12 67.6 Double, Clear S 1.5 6.0 15.0 4.03 1.12 67.6 As-Built Total: 265.0 3061.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 266.0 3.6 957.6 Frame,Wood, Exterior 11.0 923.0 3.70 3415.1 Exterior 923.0 3.70 3415.1 Frame,Wood,Adjacent 11.0 266.0 3.60 957.6 Base Total: 1189.0 4372.7 As-Built Total: 1189.0 4372.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 11.50 207.0 Adjacent Wood 18.0 11.50 207.0 Exterior 0.0 0.00 0.0 Base Total: 18.0 207.0 As-Built Total: 18.0 207.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1534.0 1.20 1840.8 Under Attic 30.0 1949.0 1.20 2338.8 Under Attic 19.0 105.0 2.00 210.0 Base Total: 1534.0 1840.8 As-Built Total: 2054.0 2548.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 186.0(p) 8.9 1655.4 Slab-On-Grade Edge Insulation 0.0 186.0(p) 18.80 3496.8 Raised 0.0 0.00 0.0 Base Total: 1655.4 As-Built Total: 3496.8 EnergyGauge®DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Belvedere Street, , , PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 1533.0 -0.59 -904.5 1533.0 -0.59 -904.5 Winter Base Points: 9865.9 Winter As-Built Points: 12782.7 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12782.7 1.000 1.064 0.487 1.000 6625.5 9865.9 0.5340 5268.4 12782.7 1.00 1.064 0.487 1.000 6625.5 EnergyGauge'n' DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Belvedere Street, , , 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 3 2746.00 8238.0 50.0 0.92 3 1.00 2626.61 1.00 7879.8 As-Built Total: 7879.8 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7363.9 5268.4 8238.0 20870.3 6134.6 6625.5 7879.8 20640.0 PASS .................... 9 EnergyGaugen" DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 600A-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: Belvedere Street, , , 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/sq.ft.window area; .5 cfm/sq.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 li 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 1606.1.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(gas)must be provided. External or butt-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 8 0 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 1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTM DCA Form 600A-97 EnergyGauge®/FIaRES'97 FLRCNA-200 , ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.4 The higher the score,the more efficient the home. , Belvedere Street, , , I. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap: 100.0 kBtu/hr 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? No _ _ 6. Conditioned floor area(ft2) 1533 ft2 c. N/A 7. Glass area&type _ _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 265.0 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, 186.0(p)ft _ c. N/A b. N/A _ _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=11.0,923.0 ft2 _ EF:0.92 b.Frame,Wood,Adjacent R=11.0,266.0 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, 1949.0 ft2 _ 15. HVAC credits b. Under Attic R=19.0, 105.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Garage 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 h. . •a' with the Florida ergy Efficiency Code For Building Construction through t,- al),•ilk ergy say..•-._featu _a . ' I be installed(or exceeded) ;•.O4TE srq� ..•in this home before rnal ••sp /•�Ot EPL Display Card will be completed r =`:. o based on installed o• co • `'~" ��j Builder Signatu A 4II Date: 7 /�'-F • �•n'' _ `^ a Address of New Home: City/FL Zip: ••...cop wE ;: *NOTE: The home's estimated energy performance score is only available through the FLA/RES 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 qualms for energy efficiency mortgage(EEM) 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. EnergyGauge®(Version: FLRCNA-200) A9 cG r A 1 cf) Al r C) z CD D. 0 0 Al I- v -Cr) A2 O � zz A2 Dv ry A2 r- m r*1 A2 C O - 0 o A2 W A2 z A2 A2 n A2 A2 A2 CD n�C o rr', m c G A2 r o A3 z _ A3 r a A3 c8 9,- c_r. •• o A3 o � AZ c-) B 1 r, o ° ° B1 iu a ° B 1 C B1 C m B1 p, ROVE z B 1G CITY O AIL TlAN 1 rice / 1 R \ c 1 IL 2\O �9 c 1 G Granger Truss To: 1180 Lane Ave. Reaction Summary Jax, FL 32205 DANE ARMSTRONG Job Number: . Phone:904-781-4119 Fax: 904-786-8480 LOT605 UNIT 7 Page: 1 Project: Block No: SALTAIR Date: 07-06-1999 Model: Lot No: Project ID: 4724 Contact: Site: Office: Deliver To: Account No: Name: L605/7 SALTAIR Designer: DM Phone: 463-1055 Salesperson: Fax: Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: Reactions: Joint 2 Joint 10 Joint 14 �'/`j 3 Al 35-0-0 ROOF TRUSS 6.00 736 lbs. 439 lbs. 1674 lbs. ` 194 Ibs.each I Row Lat Brace 0.00 -379 lbs. -285 lbs. -512 lbs. Joint 2 Joint 14 � Ir 1 A1DG 35-0-0 ROOF TRUSS 6.00 1377 lbs. 1377 lbs. ..idl._1'_�►!1�._ -585 lbs. -585 lbs. 2671bs.each 0.00 _ Joint 2 Joint 10 Joint 15 � 13 A2 35-0-0 ROOF TRUSS 6.00 498 lbs. 748 lbs. 1576 lbs. ` '` 200 lbs.each 2 Rows Lat Brace 3.00 -282 lbs. -473 lbs. -531 lbs. Joint 2 Joint I I Joint 19 5 A3 35-0-0 ROOF TRUSS 6.00 0 lbs. 1144 lbs. 1803 lbs. �►,lib- ` 211 lbs.each 3.00 -243 lbs. -539 lbs. -640 lbs. ` Joint 2 Joint 13 Joint 19 Joint 22 / 1 A3G 35-0-0 ROOF TRUSS 6.00 212lbs. 777 lbs. 1239 lbs. 562 lbs. ■ ce I 211 lbs.each 3.00 -157 lbs. .467 lbs. -365 lbs. -263 lbs. Joint 2 Joint 10 Joint 16 � '■ 5 B1 30-8-0 ROOF TRUSS 6.00 393 lbs. 770 lbs. 1289 lbs. I � --"°"--- \ /Mill*.- 179 lbs.each 3.00 -228 lbs. -450 lbs. -458 lbs. Joint 2 Joint 11 Joint 17 „''j. 1 BIG 30-8-0 ROOF TRUSS 6.00 363 lbs. 765 lbs. 1326 lbs. i- MI'lb, 177 lbs.each 3.00 -213 lbs. -445 lbs. -485 lbs. Joint 2 Joint 6 1 Cl 20-0-0 ROOF TRUSS 6.00 822 lbs. 822 lbs. 91 lbs.each 0.00 -382 lbs. -382 lbs. . 822 2 Joint 8 1 C1G 20-0-0 FINK 6.00 822 Ibs. 822 lbs. it „...„1-440 ,,,. i I[ � 123 lbs.each 0.00 -384 lbs. -384 lbs. I o. russ —Trus Type • • y I • ` • ' ' 'el •O SALTAIR 4724 Al ROOF TRUSS 3 1 JJ ranger russ, ax, C5 4.0-32 s Feb 18 1999 MITek Industries, Inc. Tue Jul 06 15:06:16 1999 Page 1 X1-6-9 7-3-6 I 14-0-4 1 17-6-0 120-11-12 I 27-8-10 I 35-0-0 36-6 1-6-0 7-3-6 6-8-14 3-5-12 3-5-12 6-8-14 7-3-6 1-6-0 4x4= 6.00[TT F 2x4 l l 2)411 G 3x6 T = 3x6 3x4� I 3x4 C D' H T 1 1 B B1 u B2 _ e B1 K 3x4= Q P O N M L 3x4= 2x411 3x6= 3x8= 3x8= 3x6= 2x411 7-3-6 14-0-4 20-11-12 27-8-10 35-0-0 1 I I I I 1 7-3-6 6-8-14 6-11-8 6-8-14 7-3-6 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) 0.06 B-Q >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.12 B-Q >999 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.02 J n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-6-13 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center WEBS 2 X 4 SYP No.3 bracing. WEBS 1 Row at midpt F-N REACTIONS(lb/size) B=707/0-3-8, N=1674/0-3-8, J=372/0-3-8 Max Horz B=230(load case 4) Max UpliftB=-378(load case 4), N=-511(load case 4), J=-284(load case 5) Max Gray B=736(load case 6), N=1674(load case 1), J=439(load case 7) FORCES (lb)-First Load Case Only TOP CHORD A-B=37, B-C=-930, C-D=-332, D-E=-243, E-F=-301, F-G=514, G-H=565, H-I=419, I-J=-199, J-K=37 BOT CHORD B-Q=756, P-Q=756, O-P=756, N-0=-67, M-N=106, L-M=106, J-L=106 WEBS C-Q=164, C-0=-614, E-0=-295, F-0=772, F-N=-1010, G-N=-301, I-N=-621, I-L=162 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building,with r� -7----exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not A exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase �,, 1 is 1.33, and the plate grip increase is 1.33 '. II � • 3)All plates are M20 plates unless otherwise indicated. a', !'�. � . 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4 378 lb uplift at joint B, 511 lb uplift at joint N and 284 lb uplift at joint J. No. 17455 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard iir J(J4 A 599. F Job Truss Truss Type a ' y • ' 1 ' ' ' 'GI '• 4724 Al DG ROOF TRUSS 1 1 Granger Truss, Jax, FL. 32205 4.0-32 s Feb 18 19991VIiTek Industries, Inc. Tue Jul 06 15:06:20 1999 Page 1 X1-6-9 6-2-5 1 11-10-3 i 17-6-0 I 23-1-13 _ 1 28-9-11 1 35-0-0 36-6-0 1-6-0 6-2-5 5-7-13 5-7-13 5-7-13 5-7-13 6-2-5 1-6-0 5x5= H T :*� 3 IJ 3x6, � 3x6 K .00 FIT 3x4, E' r likilibha_p` L `, 3x4 c 0 i M ti '.,:' 6x8= T S R Q P 6x8= 3x4= 3x6= 3x8= 3x6= 3x4= 0-?-0 9-0-4 I 17-6-0 25-11-12 I 35-0-0 I 0-2-0 8-10-4 8-5-12 8-5-12 9-0-4 • a e •'se s ',' : ::I- - ,erge , 1:1- - ,erge , ' :1-1-1,1- -6 , • n:IA_I,I_ -I LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.98 Vert(LL) 0.18 B-T >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.37 N-P >999 BCLL 0.0 Rep Stress lncr YES WB 0.69 Horz(TL) 0.10 N n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 267 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-5 on center WEBS 2 X 4 SYP No.3 bracing. OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) B=1377/0-3-8, N=1377/0-3-8 Max Horz B=-223(load case 5) Max UpliftB=-584(load case 4), N=-584(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=37, B-C=-2593, C-D=-2560, D-E=-2336, E-F=-2252, F-G=-1752, G-H=-1560, H-I=-1560, I-J=-1752, J-K=-2252, K-L=-2336, L-M=-2560, M-N=-2593, N-0=37 BOT CHORD B-T=2307, S-T=1765, R-S=1765, Q-R=1765, P-Q=1765, N-P=2307 WEBS D-T=-425, F-T=570, G-R=-614, H-R=1035, I-R=-614, J-P=570, L-P=-425 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase �� is 1.33, and the plate grip increase is 1.33 , •,�„nR/ r.f. 3) For studs exposed to wind, see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. P' ♦. 5)All plates are 2x4 M20 unless otherwise indicated. .. / � ,01,-• _ 6) Gable studs spaced at 2-0-0 on center. 7) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding No. 17455 584 lb uplift at joint B and 584 lb uplift at joint N. k1 F 8)This truss has been designed with ANSI/TPI 1-1995 criteria. I JU 199• LOAD CASE(S) Standard ;c ' O �• ` fir 0 f Job Truss russ ype • ' y 11 ' ` ' ' Y '•1 .1 ALTPJR 4724 A2 ROOF TRUSS 13 1 G ranger Truss, ax, . I 4.0-32 s Feb 18 1999 MTek Industries, Inc. Tue Jul 06 15:06:24 1999 Page 1 11-6-4 7-11-1 15-0-4 117-6-0 i_ 21-6-0 1 27-11-12 { 35-0-0 6-6-1) 1-6-0 7-11-1 7-1-3 2-5-12 4-0-0 6-5-12 7-0-4 1-6-0 4x4= 6.00[12- 2x411 F 3x4 3x6 T :ye 3x6 3x4 D., ,, ( N 2x4 H .1-;;1 8x12= r' 4 c, ••••Eigli 11 . 2x4 -- - K0,44 d 3x4; O N M L 3X14: =� 3.00112- 2x411 3x6 s 3x4= 3x8= 7-11-1 I 15-0-4 i 21-6-0 1 1 27-11-12 35-0-0 1 7-11-1 7-1-3 6-5-12 6-5-12 7-0-4 Plate Offsets(X,Y): [P:0-6-0,0-3-10] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.11 B-Q >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.18 B-Q >986 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 0 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 200 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-6-5 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-2 on center WEBS 2 X 4 SYP No.3 bracing. WEBS 1 Row at midpt C-P, F-N REACTIONS(lb/size) B=483/0-3-8, 0=1576/0-3-8, J=695/0-3-8 Max Horz B=-231(load case 5) Max UpliftB=-281(load case 4), 0=-530(load case 4), J=-472(load case 5) Max GravB=498(load case 6), 0=1576(load case 1), J=748(load case 7) FORCES(lb)- First Load Case Only TOP CHORD A-B=35, B-C=-700, C-D=575, D-E=732, E-F=689, F-G=-298, G-H=-829, H-I=-914, I-J=-912, J-K=37 BOT CHORD B-Q=585, P-Q=575, O-P=-1521, E-P=-280, N-0=1, M-N=229, L-M=229, J-L=742 WEBS C-Q=182, C-P=-1127, N-P=-143, F-P=-1174, F-N=842, G-N=-570, G-L=742, I-L=-379 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building,with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not - ___ exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase 11 is 1.33, and the plate grip increase is 1.33 P. r•• 3)All plates are M20 plates unless otherwise indicated. ! �� 4) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain ' G formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding No. 17455 i 281 lb uplift at joint B, 530 lb uplift at joint 0 and 472 lb uplift at joint J. JUt5. ,Q- d999 !!( 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ..ORtO� 4 ` • Job Truss -Truss Type Qty Ply li ' EARMSTRONG L605/7 SALTAIR 4724 A3 ROOF TRUSS 5 1 Granger Truss Jax, 1-L. 2205 4.0-32 s Feb 18 1999 Mi e n•us ries, nc. Tue Jul 06 15:06:29 1999 Page 1 1-6-q 4-5-12 4 j-8 9-9-12 1 15-0-0 ,17-6-0� 21-5-13 � 27-11-11 1 35-0-0 6-6-9 1-6-0 4-5-12 0-1-12 5-2-4 5-2-4 2-6-0 3-11-13 6-5-13 7-0-5 1-6-0 4x4= 6.00 2x4 I I G ■ 3x4 3x4 3 � 3x6* Nx4ii 3x4� 'D C �SE ✓ ' 4 w c_ 3x4= S 3x4; P O N M 3x4= 5x5= 3.00 FIT 2x411 3x6= 3x4= 3x10= 4-7-8 I 9-9-12 1 15-0-0 I 21-5-13 1 27-11-11 I 35-0-0 4-7-8 5-2-4 5-2-4 6-5-13 6-5-13 7-0-5 Plate Offsets(X,Y): [Q:0-6-0,0-3-10] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.10 K-M >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.48 Vert(TL) -0.17 M-O >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.07 K n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 212 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3-11-6 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 on center WEBS 2 X 4 SYP No.3 bracing. REACTIONS(lb/size) B=-194/0-3-8, S=1803/0-3-8, K=1144/0-3-8 Max Horz B=230(load case 4) Max UpliftB=-242(load case 7), S=-639(load case 4), K=-538(load case 5) FORCES (lb)- First Load Case Only TOP CHORD A-B=37, B-C=964, C-D=-1051, D-E=-985, E-F=-1492, F-G=-1426, G-H=-1278, H-I=-1797, I-J=-1881, J-K=-1886, K-L=37 BOT CHORD B-S=-799, R-S=-934, Q-R=919, P-Q=58, F-Q=-185, O-P=33, N-0=1112, M-N=1112, K-M=1607 WEBS C-S=-1466, C-R=1803, E-R=-661, E-Q=429, O-Q=1021, G-Q=788, G-0=305, H-0=-553, H-M=717, J-M=-364 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist,they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding / / 1' , _ 242 lb uplift at joint B, 639 lb uplift at joint S and 538 lb uplift at joint K. ( ,) -.'. r 5)This truss has been designed with ANSI/TPI 1-1995 criteria. y \ LOAD CASE(S) Standard No 1 1 , J U.:rf0-6 90 ,111E 1f<. , o. russ ruType Qty Ply 1 DANE ARMS]RONG L605/7 SALTAIR 4724 A3G ROOF TRUSS 1 11 ranger russ, ax, . 05 4.0-32 s Feb 1 e Industries, Inc. Tue Jul 06 15:06:34 1999 Page 1 71-6-9 4-5-12 4j-8 9-9-12 1 15-0-0 117-6-0 1 23-1-13 1 28-9-11 1 35-0-0 6-6-9 1-6-0 4-5-12 0-1-12 5-2-4 5-2-4 2-6-0 5-7-13 5-7-13 6-2-5 1-6-0 6x8 2x411 H � 2x4 3x4 ._A. :,.2x411 T 3 3x6 3x6 4x4 .,K 3x4 .00 FIT 3x4 E T ?'' Cii W11 5 N C l_ 8x12= ik N m e, A Q. 5x8= V 3x12,-_-__ S R Q P O 3x4= 5x5.= 3.00112 2x4 ii 3x8= 3x4= 3x6=2x4 I I 1 4-7-8 1 9-9-12 1 15-0-0 1 17-6-0 1 23-1-13 i 28-9-11 1 35-0-0 4-7-8 5-2-4 5-2-4 2-6-0 5-7-13 5-7-13 6-2-5 Plate Offsets(X,Y): [B:0-4-0,0-3-1], [f:0-6-0,0-3-10] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) 0.04 M-O >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.08 M-O >999 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.02 S n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 212 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-2 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-12 on center WEBS 2 X 4 SYP No.3 bracing. REACTIONS(lb/size) B=206/0-3-8,V=536/0-3-8, S=1239/0-3-8, M=772/0-3-8 Max Horz B=-228(load case 5) Max UpliftB=-156(load case 5),V=-262(load case 4), S=-364(load case 4), M=-466(load case 5) Max GravB=212(load case 6),V=562(load case 6), S=1239(load case 1), M=777(load case 7) FORCES (lb)-First Load Case Only TOP CHORD A-B=37, B-C=72, C-D=131, D-E=-227, E-F=-162, F-G=-95, G-H=273, H-I=273, I-J=-171, J-K=-509, K-L=-632, L-M=-1113, M-N=37 BOT CHORD B-V=-67, U-V=-112,T-U=163, S-T=-1229, H-T=-169, R-S=-19, Q-R=503, P-Q=926, O-P=926, M-0=926 WEBS D-V=-416, D-U=246, F-U=4, G-T=-363, R-T=160, I-T=-770, I-R=422, J-R=-607, J-Q=347, L-Q=-484, L-0=134 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,,� r ;.:\ 3)All plates are M20 plates unless otherwise indicated. ,%-\..�- `. . Pp,. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding ` 7---:,-,"::.' 156 lb uplift at joint B, 262 lb uplift at joint V, 364 lb uplift at joint S and 466 lb uplift at joint .. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. No. 17455 LOAD CASE(S) Standard if NCO 199'.. '10.,ti •< 0R10P��,./ Job Truss Truss Type - Qty Ply DANE ARMSTRONG L605/7 SALTAIR 4724 B1 ROOF TRUSS 5 1 1 Granger Truss, Jax, FL. 32205 - ..1- s e. : •••VTek Industries, Inc. Tue Jul 06 15:06:38 1999 Page 1 X1-6-9 5-8-15 I 10-8-0 15-4-0 18-7-0 I 24.4-4 I 30-8-0 X32-2 9 1-6-0 5-8-15 4-11-1 4-8-0 3-3-0 5-9-4 6-3-12 1-6-0 4x12 6.00FT£ F %� 3x4 2x411 G 3x6� T ' 2 3x6 3x4� � 3x4 D. isii II. M �� 8x12- ! - 1 N o ' 2x411 - IQ"l 0 3x4: P 0 N M L 3x4= 3.00112- 2x411 3x8= 3x4= 3x6=2x4 11 5-8-15 1 10-8-0 I 15-4-0 I 18-7-0 1 24-4-4 30-4-8 30�8-0 5-8-15 4-11-1 4-8-0 3-3-0 5-9-4 6-0-4 0-3-8 Plate Offsets(X,Y): [Q:0-6-0,0-3-101 LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.04 J-L >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.08 J-L >999 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.01 J n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/deft = 360 Weight: 179 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-5-9 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center WEBS 2 X 4 SYP No.3 bracing, Except: 5-5-9 on center bracing: P-Q 6-0-0 on center bracing: 0-P. REACTIONS(lb/size) B=380/0-3-8, P=1289/0-3-8, J=764/0-3-8 Max Horz B=-205(load case 5) Max UpliftB=-227(load case 4), P=-457(load case 4), J=-449(load case 5) Max GravB=393(load case 6), P=1289(load case 1), J=770(load case 7) FORCES(lb)- First Load Case Only TOP CHORD A-B=35, B-C=-475, C-D=364, D-E=474, E-F=463, F-G=-286, G-H=-513, H-I=-589, I-J=-1096, J-K=37 BOT CHORD B-R=389, Q-R=384, P-Q=-1244, E-Q=-271, O-P=-5, N-0=459, M-N=911, L-M=911, J-L=911 WEBS C-R=121, C-Q=-733, 0-0=255, F-Q=-886, F-0=404, G-0=-515, G-N=334, I-N=-517, I-L=142 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building,with .., exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not f. , �.,. ., ' _ exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 '15 .' •3)All plates are M20 plates unless otherwise indicated. + - ' ''� p 4) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain t No. 17455 formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding J U T16T6 1599 ,-' , G ' 227 lb uplift at joint B,457 lb uplift at joint P and 449 lb uplift at joint J. 6)This truss has been designed with ANSI/TPI 1-1995 criteria. �sb rp- � ORI(1ir.'._%,. LOAD CASE(S) Standard ''E • Tuss 'Truss Type Qty Ply DANE ARMSTRONG L605/7 SALTAIR 4724 B1G ROOF TRUSS 1 1 1 ranger russ, ax, . • 4.0-32 s Feb 18 1999 MTek Industries, Inc. Tue Jul 06 15:06:49 1999 Page 1 1-6-0 5-8-15 { 10-8-0 15-4-0 20-3-3 ` 25-2-5 30-8-0 p-2-9 I -I 1-6-0 5-8-15 4-11-1 4-8-0 4-11-3 4-11-3 5-5-11 1-6-0 6x8 G 4 2x411 e , 3x4, 3x6 F T 4 H 3x4 3x6 E 13x4� ao D a+ 4 1 • ,i J 6.0011-2- 3x4 �,� C ��2'i, M" c� �? BT i• S M K c� N .J 2x4 c■ L 4 o° 4x8\\ I Q V o 3x8\\ P 0 N M 3x4= 3x4; 3.00 Fr/ 2x411 3x8= 3x4= 3x6=2x411 5-8-15 10-8-0 15-4-0 20-3-3 } 25-2-5 30-4-8 30�8-0 5-8-15 4-11-1 4-8-0 4-11-3 4-11-3 5-2-3 0-3-8 Plate Offsets(X,Y): [B:0-5-10,0-4-0], [B:0-9-10,0-4-0], [B:0-5-11,0-2-13], IR:0-6-0,0-3-10] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.04 B-S >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.07 B-S >999 BCLL 0.0 Rep Stress lncr YES WB 0.77 Horz(TL) 0.01 K n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 177 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-6-7 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 on center WEBS 2 X 4 SYP No.3 bracing, Except: 5-4-2 on center bracing: Q-R 6-0-0 on center bracing: P-Q. REACTIONS(lb/size) B=356/0-3-8, Q=1326/0-3-8, K=751/0-3-8 Max Horz B=-203(load case 5) Max UpliftB=-212(load case 4), Q=-484(load case 4), K=-444(load case 5) Max GravB=363(load case 6), Q=1326(load case 1), K=765(load case 7) FORCES (lb)-First Load Case Only TOP CHORD A-B=35, B-C=-428, C-D=-378, D-E=526, E-F=636, F-G=641, G-H=-291, H-I=-622, I-J=-683, J-K=-1096, K-L=37 BOT CHORD B-S=365, R-S=361, Q-R=-1284, F-R=-253, P-Q=-11, O-P=557, N-0=916, M-N=916, K-M=916 WEBS D-S=117, D-R=-853, P-R=253, G-R=-1062, G-P=358, H-P=-517, H-0=296, J-0=-413, J-M=114 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase G ■ is 1.33, and the plate grip increase is 1.33 ! ! .� 3)All plates are M20 plates unless otherwise indicated. /(_ ,,,/ -e , 4) Bearing atjoint s B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain ,i,' ' 9 joint(s) P 9 9 9 9 ► . • . formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding No. 17455 212 lb uplift at joint B,484 lb uplift at joint Q and 444 lb uplift at joint K. jUL-i/a gc)099 6)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard ��{ , �� O R 10‘' , Tb -Truss Truss Type Qty Ply DANE ARMSTRONG L605/7 SALTATR - _ 4724 C1 ROOF TRUSS 1 1 Granger Truss, Jax, FL. 32205 •.1- s e• ••• 'i e n•us nes, nc. ue u 1• :1•: ••• 'age -1-6-0 I 5-3-4 10-0-0 14-8-12 20-0-0 21-6 0 I I 1-6-0 5-3-4 4-8-12 4-8-12 5-3-4 1-6-0 5x5= D ri 6.001 TT 2x4 2x4 C •+ 0 E 2 B 61 I Ba F I =' 'f H P. 3x4= 3x4= 5x8= 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets(X,Y): [H:0-4-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) 0.04 H >999 M20 249/190 TOOL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.19 F-H >999 BOLL 0.0 Rep Stress lncr YES WB 0.17 Horz(TL) 0.03 F n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-3-14 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-10-6 on center WEBS 2 X 4 SYP No.3 bracing. REACTIONS(lb/size) B=822/0-3-8, F=822/0-3-8 Max Horz B=142(load case 4) Max UpliftB=-381(load case 4), F=-381(load case 5) FORCES (lb)- First Load Case Only TOP CHORD A-B=37, B-C=-1190, C-D=-906, D-E=-906, E-F=-1190, F-G=37 BOT CHORD B-H=1021, F-H=1021 WEBS C-H=-300, D-H=502, E-H=-300 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3)All plates are M20 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding CA-ARk 381 lb uplift at joint B and 381 lb uplift at joint F. �'.< P joint P joint / ' r `�'C 5)This truss has been designed with ANSI/TPI 1-1995 criteria. / �1 ♦ l LOAD CASE(S) Standard ` No. 17455 STATE OF nJ b i russ Truss Type Qty Ply DANEARMSTRONG L605/7 SALTAIR 4724 C1G FINK 1 1 -Granger Truss, Jax, FL. 32205 4.0-32 s Feb 18 1999 MiTek Industries, Inc. Tue Jul 06 15:06:56 1999 Page 1 1-1-6-01 5-7-3 1 10-0-0 14-8-12 1 20-0-0 21-6-01 1-6-0 5-7-3 4-4-13 4-8-12 5-3-4 1-6-0 4x8 11 E rTl 2x4 6.00 i 2x4 I 1 i 2x411 2x4�� 2x4 Y 3x4 2x4 Q+ r T2 2x4 ii 13 + 3x4 c i, 1_ I 1 I 1 2x4 1 1 0' I I Y 2x4 11 N14414 o 5x8- 2x411 2x411 L 2x411 2x411 K J 2x411 2x411 5x8 3x4= 5x5= 3x4= 2x4 11 7-0-12 12-11-4 20-0-0 1 1 1 1 7-0-12 5-10-7 7-0-12 Plate Offsets(X,Y): [B:0-3-4,0-3-1], [H:0-3-8,0-3-1], [K:0-2-8,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) 0.06 B-L >999 M20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.14 B-L >999 BCLL 0.0 Rep Stress lncr YES WB 0.15 Horz(TL) 0.03 H n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 123 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-7-11 on center purlin spacing. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-0 on center WEBS 2 X 4 SYP No.3 bracing. OTHERS 2 X 4 SYP No.3 REACTIONS(lb/size) B=822/0-3-8, H=822/0-3-8 Max Horz B=135(load case 4) Max UpliftB=-383(load case 4), H=-383(load case 5) FORCES (lb)-First Load Case Only TOP CHORD A-B=37, B-C=-1337, C-D=-1302, D-E=-1191, E-F=-1181, F-G=-1325, G-H=-1362, H-I=37 BOT CHORD B-L=1172, K-L=759, J-K=759, H-J=1200 WEBS D-L=-306, E-L=474, E-J=452, F-J=-318 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 100 mph winds at 15 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7-95 per SBC/ANSI95 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) For studs exposed to wind, see MiTek"Standard Gable End Detail" 4)All plates are M20 plates unless otherwise indicated. 5) Gable studs spaced at 2-0-0 on center. ` �,L A R,1 1; , 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding > s `---'- �-- k C�,�, ( Y , ). 9 P P 9 mac_ 383 lb uplift at joint B and 383 lb uplift at joint H. ;;_;. c f. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. i '',8. r ' ,i LOAD CASE(S) Standard i I No. 17455 JutTJOI99 ` > OR\ PLAN REVIEW CHECKLIST PROPERTY DESCRIPTION: / X 6 / I C el J ADO e- 'E- a0 OWNER: I'I- 13 F V'F L_O F' r=_ra-`=, [°-] 1. Determine Occupancy Classification of the structure. Select occupancy classification which most accurately fits the use of the Building. (Chapter B3) [✓J 2. Determine actual physical properties of building. [A a. Determine building area each floor. (Area definition Chapter B2) [vi kviv b. Determine grade elevation for building. (Grade definition Chapter B2) [•-' c. Determine building height in feet above grade. (Height definition Chapter B2) [VI d. Determine building height in stories. (Story definition Chapter B2) [%/1 e. Determine separation distance from exterior walls to assumed and common property lines. (Property line definition Chapter B2) [`'j f. Determine percent of exterior openings per floor. ['-] 3. Determine minimum Type of Construction necessary to accommodate proposed structure. �\[� (Chapter B6) [vr a. Determine maximum allowable heights and floor areas for Types of Construction and Occupancy classification. (Table B500) [vii b. Check allowable height and area increases permitted. (Chapter B5) [ •" 4. Check detailed Occupancy requirements. (Chapter B4) [ 5. Check detailed Construction requirements [►'1 a. Fire Protection of Structural Members (Chapter B6 &Table B600) b. Fire Protection Requirements (Chapter B7 and Table B700) [V] c. Means of Egress Requirements (Chapter B10) iv] d. Special restrictions if in Fire District. (Appendix BF The provisions of Appendix BF are applicable only where specifically adopted by Ordinance) ['4 6. Review design as related to standards. (Chapters B16 - B26) [-r 7. Check other requirements as necessary. [./f a. Construction projecting into public property (chapter B32) ['/] b. Elevators and conveying systems (Chapter B30) [‘v]' c. Sprinklers, standpipes and alarm systems (Chapter B9) [' d. Use of combustible materials on the interior (Chapter B8) [ 4/ e. Roofs and roof structures (Chapter B15) [..j' f. Light, ventilation and sanitation (Chapter B12) [ ] g. Other 1- -. f 7 CITY OF ATLANTIC BEACH BUILDING DEPARTMENT Date t By i C Don C. Ford, Building Officia don/sb.1 CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE HEASURE:iENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CIT: WATER SYSTEM. 2 BATHROOM GROUP CONSISTING OF SERVICE S_, WATER CLOSET, LAVATORY & BATH SINK TRAP STAND TUB OR SHOWER STALL (6) ii (B) WATER CLOSET WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) FLOOR DRAIN (1) SHOWER STALL DOMESTIC (2) LAUNDRY TRAY (2) LAVATORY (1) 1 COMBINATION SINK AND _RAY WASHING MACHINE (3) POT, SCULLERY SINK (.:l f ' DISHWASHER (2) WASH SINK EACH SET OF i/ KITCHEN SINK (2) FAUCETS (2) I DENTAL LAVATORY (1) EITcazN SINK WITH WASTZ DENTAL UNIT OR CUSPIDOR GRINDER (3) - R (1) DID£' (3) URINAL STALL, WASHOUT (4) FLUSHING KIN SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL. PEDESTAL. SYPHON JET b BLOWOUT (2) DRINKING FOUNTAIN (1/2) LAVATORY, BARBER/BEAUTY 1 SHOP (2) r ICE MAKER (1/2) , a ,i, SURGEONS SINK (3) _LAVATORY, SURGEONS (2) / JACUZZI (2) URINAL STALL, WASHOUT (4) i TOTAL FIXTURE UNITS A $20.00 EACH $ y3O.00 JOB LNFOR.".ATION /2 - 88 6t14et/ 4v . 's t , HUNT RESIDENCE HVAC LOAD ANALYSIS for Dane Armstrong Construction 127 6th Avenue South Jacksonville Beach, FL 32250 . .. ..... . . .. , : ; RUr tre.40 RESIDWIAL, n .AN41.4 HVAC LOADS Prepared By: Andy Bryan Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 6-30-99 RHVAC-Residential&Light Commercial HVAC Loads Program 16, Elite Software Development,Inc. Ocean State Htg&A/C Hunt Residence Neptune Beach. FL 32266-1798 6-30-99 Page 2 Project Summary Project: Hunt Residence Company: Ocean State Heating &Air Conditioning Client: Dane Armstrong Construction Representative: Andy Bryan Address: 127 6th Avenue South Address: 1476 Atlantic Boulevard City: Jacksonville Beach, FL 32250 City: Neptune Beach, FL 32266 Phone: (904) 241-9271 Phone: (904) 249-8251 Fax: Fax: (904) 249-8949 Design Data Project Name: Hunt Residence 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: 980 CFM per square foot: 0.639 Square feet of room area: 1,533 Square feet per ton: 657.518 Building Loads Total heating required with outside air: 32,855 Btuh 32.854 MBH Total sensible gain: 21,543 Btuh 85 % Total latent gain: 3,767 Btuh 15 Total cooling required with outside air: 25,310 Btuh 2.109 Tons (based on sensible + latent) 2.331 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. Wednesday,June 30,1999 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C Hunt Residence Neptune Beach,FL 32266-1798 6-30-99 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 172 5,611 0 6,932 6,932 80 Glass Door Double Clear Glass Metal Frame 73 2,382 0 1,863 1,863 91 French Door Double Clear Glass Metal Frame 20 679 0 468 468 10D Door Wood Solid Core 18 187 0 132 132 12C Wall R-11 + 1/2" Gypsum(R-0.5) 923 3,739 0 2,045 2,045 13C Part R-11 + 1/2" Gypsum(R-0.5) 266 539 0 382 382 16G Ceiling R-30 Insulation 1,533 2,276 0 2,276 2,276 22A Slab on Grade No Edge Insulation 186 6,781 0 0 0 Subtotals for structure: 3,191 22,194 0 14,098 14,098 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2.400 Lighting: 0 0 0 0 0 Ductwork: 0 1,564 0 1,958 1,958 Infiltration: Winter CFM: 184.0, Summer CFM: 81.8 283 9,097 2,847 1,887 4,734 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 21,543 Temperature Swing Multiplier: X1.00 Building Load Totals: 32,855 3,767 21,543 25,310 Check Figures Total Building Supply CFM: 980 CFM per square foot: 0.639 Square feet of room area: 1,533 Square feet per ton: 657.518 , Building Loads Total heating required with outside air: 32,855 Btuh 32.854 MBH Total sensible gain: 21,543 Btuh 85 % Total latent gain: 3,767 Btuh 15 Total cooling required with outside air: 25,310 Btuh 2.109 Tons (based on sensible + latent) 2.331 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. Wednesday,June 30,1999 RHVAC-Residential&Light Commercial HVAC Loads Program . Elite Software Development,Inc. Ocean State Htg&A/C Hunt Residence Neptune Beach,FL 32266-1798 6-30-99 Page 4 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 172 5,611 0 6,932 6,932 80 Glass Door Double Clear Glass Metal Frame 73 2,382 0 1,863 1,863 91 French Door Double Clear Glass Metal Frame 20 679 0 468 468 10D Door Wood Solid Core 18 187 0 132 132 ' 12C Wall R-11 + 1/2" Gypsum(R-0.5) 923 3,739 0 2,045 2,045 13C Part R-11 + 1/2" Gypsum(R-0.5) 266 539 0 382 382 16G Ceiling R-30 Insulation 1,533 2,276 0 2,276 2,276 22A Slab on Grade No Edge Insulation 186 6,781 0 0 0 Subtotals for structure: 3,191 22,194 0 14,098 14,098 Active People: 4 0 920 1,200 2,120 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,564 0 1,958 1,958 Infiltration: Winter CFM: 184.0, Summer CFM: 81.8 283 9,097 2,847 1,887 4,734 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 21,543 Temperature Swing Multiplier: X1.00 System Load Totals: 32,855 3,767 21,543 25,310 Check Figures Supply CFM: 980 CFM per square foot: 0.639 Square feet of room area: 1,533 Square feet per ton: 657.518 System Loads Total heating required with outside air: 32,855 Btuh 32.854 MBH Total sensible gain: 21,543 Btuh 85 % Total latent gain: 3,767 Btuh 15 Total cooling required with outside air: 25,310 Btuh 2.109 Tons (based on sensible + latent) 2.331 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. Wednesday,June 30, 1999 RHVAC-Residential&Light Commercial HVAC Loads Program it Elite Software Development,Inc. Ocean State Htg&A/C Hunt Residence Neptune Beach,FL 32266-1798 6-30-99 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 Breakfast 132 5,737 75 0-0 0 3,964 523 180 1.05 189 180 2 Kitchen 132 1,970 26 0-0 0 2,115 91 96 1.00 96 96 3 Foyer 189 3,478 45 0-0 0 1,625 352 74 1.05 78 74 4 Great 430 8,025 104 0-0 0 3,797 704 173 1.25 216 173 Room 5 Master 168 6,648 86 0-0 0 5,115 1,094 233 1.35 314 233 Suite 6 Master 112 1,119 15 0-0 0 513 60 23 1.00 23 23 Bath 7 Bedroom 154 1,919 25 0-0 0 1,236 381 56 1.00 56 56 3 8 Bedroom 174 2,796 36 0-0 0 1,465 381 67 1.00 67 67 2 9 Laundry 42 1,163 15 0-0 0 1,713 181 78 1.00 78 78 System 1 Totals 1533 32,855 427 21,543 3,767 980 1,118 980 Main Trunk Size: 18x10 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.109 85%/15% 21,543 3,767 25,310 Recommended: 2.331 77%/23% 21,543 6,435 27,978 System#1 Equipment Data Heating System Cooling System I I i I Wednesday,June 30,1999 CITY OF 4Ila4 c Beach--4ll owda Office of Building Official () REQUEST FOR INSPECTION /� Date y- 2 3 - ? 7 Permit No ��( (.e O Time �jt� 2 9 A.M. Received (J P.M. /c71` — / ( St- "WO 0e--F_ a/) Job Address Locality Owner's Jo ♦/ Name �/2/t9 S 'T2 0A 4 Contractor C C 7 BUILDING CONCRETE ELECTRICAL (PLU.MBIN_Q.) MECHANICAL Framing LI Footing G Rough Wiring Rough ;.1. A Air Cond. & Re Roofing ❑ Slab C Temp Pole Top Out ❑ Heating Insulation ❑ Lintel ❑ Final - Sewer I; Fire Place . . Pre Fab READY FOR INSPECTION ¢ A.M. Mon. (11, 4�/ Wed. Thurs. Friday PM. O ��/ A.M. Inspection Mad: i P.•M. j Final Inspection El Inspector ,/•. � t—..ai. Certificate of Occupancy '. Date e ct ,{ A S S-S-to y o CITY OF iii- ` tY%k'S "i/ 4ticattic Beads-q a Office of Building Official rr ■ REQUEST FOR INSPECTION 1,0 �- Z8"- b2_.—_ r -34. Date Permit No. Time A.M. Received P.M / Job Address yliality Owner's Name Contractor BUILDING CONCRETE f-j4 a �AL •LUMBING MECHANICAL Framing ❑ Footing 'oagrrwrrtng Rough ❑ Air Cond. & Re Roofing ❑ Slab r Temp Pole Top Out ❑ Heating Insulation L- Lintel Final 1 Sewer ❑ Fire Place Pre Fab f READY FOR INSPECTION lib Mon. Tues. r Wed. Thurs. Friday P'. /�y V��,�(,, A.M. ! 57— Mm Inspection Made 1//\ ` t�/�' i P.M. 'V' al Inspection . Inspector , . Certi i Cy�I7� II/'s 1�I )ate