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Permit 1101-1105 Hibiscus Street s 9 ya l JOB ADDREss`0517��Z�ct.� TYPE WO -o PROPERTY O WEITELEPHONE l F�ONE� CONTRALTO , � PERMIT AWMBER -2 DATE / c h/p/ INSPECTIONS: FOOTING SLAB TIE BEAM LLvna NAII,ING/SHFATHIIVVG FRAMLVGICOVER UP INSULATION FYNAL BUILDING CERTIRC4 7?OF OCCUPANCY ELECTRIICAL PERAffn . ' INSPECTIONS ROUGH FINAL ? MECHANICAL PERMIT INSPECTIONS ROUGE FINAL PLUAMPYGPERMIT# /a INSPECTIONS ROUG MUWER SLAB TOP UT WA FTIKIKAL NOTES t 1 ° ADDRESS BUILDING PERMIT NUMBER INSPECTIONS: FOOTING UNDER SLAB PLUMBING r - SLAB / �`-/ 9 FRAMING COVER-UP INSULATION �" l FINAL BUILDING 9 CERTIFICATE OF OCCUPANCY " ELECTRICAL PERMIT # /� q3 Y // /17 V INSPECTIONS ROUGH FINAL " -� MECHANICAL PERMIT # PLUMBING PERMIT # 11071 / 7 Z`� �-.- NOTES : CITY OF ATL/ANTIC BEACH PERMIT CALCULATION SHEET Address—/Z6 gln/•SC 0j � S'u"Xemm Date Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport/Porch � @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio 'fir @ $ per sq ft = $ Oa �7/ l TOTAL VALUATION: $ 0. _ v To 1 Valuation 1st $O - $ Oc� Remaining Value $,5' per thousand or portion thereof TOTAL BUILDING FEE $ 60 + 1/2 Filing Fee $ :q a ( ) Fireplaces @ $15 . 00 $ b µ --------P-BUILDING PERMIT FEE $ MoirWATER IMPACT FEE $ �(W. bwr SEWER IMPACT FEE $ 'IrWATER METER/TAP $ G CAPITAL IMPROVEMENT $ SEWER TAP $ ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE ADDITIONAL PERMITS OR FEES : Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES : CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 SENNOLE ROAD-ATLANTIC BEACH,FL 37233-TEL 2475826-FAX 247-5877 PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21343 Address: 1105 HIBISCUS STREET Permit Type: REMODELING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number. Improv. Cost: 10,000.00 11 OWNER INFORMATION Date issued: 1/26/2001 Name: BRYANT, DUSTY Total Fees: 180.00 Address: 1105 HIBISCUS STREET Amount Paid: 180.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/26/2001 Phone: (000)000-0000 Work Desc: CONSTRUCT AN ALUMINUM SUN ROOM CONIRAGWRM WV W Ar AVPLWjWDN FEES RODRIGUES, PETER PERMIT 180.00 s ns Re UNDER SLAB PLUMBING FRANING/COVER-UP FINAL BUILDING INSULATION 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. $188.08 14 A TIC C BUILD Date: 2/86/81 81 Receipt: 803198 01ECKS 1888 CITY OF ATLANTIC APPLZCATZCN FOIR PLUMBING PERMIT JOB LOCATION: 1105 lb �/ OWNER OF PROPERTY: (Lfi TELEPHONE NO. 1 - 1435- PLUMBING CONTRACTOR � I'1 } tleJC-�tS (l Inc- ul CONTRACTOR' S ADDRESS: pi2 t 911 LCIL�, L50-340 STATE LICENSE NUMBER: � `-f TELEPHONE: Ic� SOIL MANY OY Tm IMLOKING lIZTmw II�BTIIZ.LZD SINKS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS SEWER WATER REPIPE OTHER TOTAL FIXTURES: x $3.50 + $15.00 MINIMUM PERMIT FEE $�5. 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: o< G�. ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION CITY OF ATLANTIC BEACH DEPARTMENT OF BUILDING 800 Seminole Road -Atlantic Beach, FL 32233 -Tel: 247-5826 - Fax: 247-5877 PLUMBING PERMIT Permit Number: 21242 Address: 1105 HIBISCUS STREET Permit Type: PLUMBING ATLANTIC BEACH, FL 32233 Class of Work: ALTERATION Township: Range: Book: Proposed Use: SINGLE FAMILY Lot(s): Block: Section: Square Feet: Subdivision: SECTION H Est. Value: Parcel Number: Improv. Cost: 'OWNER INF©R XM, 7N:z.,'..,;.'$y. W Date Issued: 1/05/2001 Name: BRYANT Total Fees: 25.00 Address 1105 HISISCUS STREET Amount Paid: 25.00 ATLANTIC BEACH, FL 32233 Date Paid: 1/05/2001 Phone: (000)000-0000 Work Desc: MOVE HOSE BIBS CQNTf�AGTfr?R SY. m ,, PPfiAl'[ :N;:FEEJ , �+ CHRISTY FIRST COAST PLUMBING PERMIT25.00 ectrons iRe ii reef = .4Mv 4 FINAL NOTICE - INSPECTIONS MUST BE REQUESTED AT LEAST 24 HOURS PRIOR TO INSPECTION BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. C ` MN 14 hte: i/19/Ii R Rmipt: IN4775 am 6457ATLANTIC BEACH B ILDING 1 111I3PIM x U :r LLI W m v� C. { •, J6�.rp� C)d v ________ g y� t�4 z I REC yy�� ,� g � �C LL p= S � lop y 3 2001 City of Atlantic Beach Building and Zoning tsc� 571 Y. la's, t3 R 5 a� 48 x •�4' �r Exixa+ tAf!eTgk+ 6pkc(Fj&. SES Ft•�i'bJ��wM, 3 a .650 60, y O h ej M M Ih a)c3 a44 (-"yP•� %t►a .a4h x IX/ =ooiel2 wrli(a) E1314ON/-7 151(71.5 ,•4 R��batt AfA rArf � o FO m cs Soo�t SZ w /� o LP 4 FORM 60OA-97 4 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- 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 1480.0 33.05 8805.8 Double,Clear W 1.2 11.5 20.0 36.99 1.00 736.3 Double,Clear W 1.2 13.0 30.0 36.99 1.00 1104.9 Double,Clear W 1.2 8.0 15.0 36.99 0.98 543.1 Double,Clear N 1.2 5.0 9.0 19.22 0.94 163.1 Double,Clear N 1.2 9.5 9.0 19.22 0.99 171.1 Double,Clear E 1.0 6.0 120.0 40.22 0.97 4672.5 Double,Clear S 1.0 7.7 20.0 34.50 0.98 675.7 Double,Clear S 1.0 6.0 60.0 34.50 0.94 1947.6 Double,Clear N 1.0 6.0 40.0 19.22 0.97 749.1 Double,Clear N 1.0 7.7 20.0 19.22 0.99 380.2 As-Built Total: 343.0 11143.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 64.0 0.7 44.8 Frame,Wood,Exterior 11.0 737.0 1.70 1252.9 Exterior 909.0 1.70 1545.3 Frame, Steel, Exterior 11.0 172.0 2.70 464.4 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8 Base Total: 973.0 1590.1 As-Built Total: 973.0 1762.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 6.10 244.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 244.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1480.0 0.60 888.0 Under Attic 30.0 1144.0 0.60 686.4 Single Assembly 11.0 360.0 2.60 936.0 Base Total: 1480.0 888.0 As-Built Total: 1504.0 1622.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 166.0(p) -37.0 -6142.0 Slab-On-Grade Edge Insulation 0.0 166.0(p) -41.20 -6839.2 Raised 0.0 0.00 0.0 Base Total: -6142.0 As-Built Total: -6839.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1480.0 10.21 15110.8 1480.0 10.21 15110.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL,32233- PERMIT#: BASE AS-BUILT Summer Base Points: 20496.7 Summer As-Built Points: 23043.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 23043.9 0.500 0.974 0.341 0.902 3455.7 23043.9 0.500 0.974 0.363 0.902 3673.1 20496.7 0.3573 7323.5 23043.9 1.00 0.974 0.352 0.902 7128.8 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- 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 1480.0 9.76 2601.3 Double, Clear W 1.2 11.5 20.0 10.77 1.00 215.6 Double, Clear W 1.2 13.0 30.0 10.77 1.00 323.4 Double,Clear W 1.2 8.0 15.0 10.77 1.01 162.4 Double,Clear N 1.2 5.0 9.0 14.30 1.00 129.0 Double,Clear N 1.2 9.5 9.0 14.30 1.00 128.7 Double,Clear E 1.0 6.0 120.0 9.09 1.02 1108.6 Double,Clear S 1.0 7.7 20.0 4.03 1.00 80.6 Double,Clear S 1.0 6.0 60.0 4.03 1.03 248.0 Double,Clear N 1.0 6.0 40.0 14.30 1.00 572.4 Double,Clear N 1.0 7.7 20.0 14.30 1.00 286.0 As-Built Total: 343.0 3264.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 64.0 3.6 230.4 Frame,Wood,Exterior 11.0 737.0 3.70 2726.9 Exterior 909.0 3.70 3363.3 Frame,Steel, Exterior 11.0 172.0 5.70 980.4 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4 Base Total: 973.0 3693.7 As-Built Total: 973.0 3937.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 12.30 492.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As-Built Total: 40.0 492.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1480.0 1.20 1776.0 Under Attic 30.0 1144.0 1.20 1372.8 Single Assembly 11.0 360.0 2.90 1044.0 Base Total: 1480.0 1776.0 As-Built Total: 1504.0 2416.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 166.0(p) 8.9 1477.4 Slab-On-Grade Edge Insulation 0.0 166.0(p) 18.80 3120.8 Raised 0.0 0.00 0.0 Base Total: 1477.4 As-Built Total: 3120.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1480.0 -0.59 -873.2 1480.0 -0.59 -873.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 9067.2 Winter As-Built Points: 12348.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12348.9 0.500 0.995 0.487 0.950 2842.5 12348.9 0.500 0.995 0.385 0.950 2244.2 9067.2 0.5340 4841.9 12348.9 1.00 0.995 0.436 0.950 5086.7 EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- 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 7323.5 4841.9 8238.0 20403.41 ' 7128.8 5086.7 7879.8 20095.3 E:FPASS:] 4Z190 ST,g��O� c9 I Y + t R COD EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at comers;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Mufti-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19. Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 The higher the score,the more efficient the home. 1105 Hibiscus Street,Atlantic Beach, FL, 32233- 1. 2233-1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:50.0 kBtu/hr - 3. Number of units,if multi-family 1 - SEER: 10.00 _ 4. Number of Bedrooms 3 - b. PTAC and Room Unit Cap:50.0 kBtu/hr - 5. Is this a worst case? No - EER:9.40 _ 6. Conditioned floor area(ft) 1480 W c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft, _ 13. Heating systems b. Clear-double pane 343.0 ff _ a. Electric Heat Pump Cap:50.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 fe _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 ft= b. PTHP Cap:50.0 kBtu/hr 8. Floor types _ COP:2.60,Unducted _ a. Slab-On-Grade Edge Insulation R=0.0, 166.0(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=11.0,737.0 fe _ EF:0.92 _ b. Frame,Steel,Exterior R=11.0, 172.0 W _ b.N/A _ c. Frame,Wood,Adjacent R=11.0,64.0 ff _ 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, 1144.0 fe _ 15. HVAC credits MZ-C,CF,MZ-H _ b. Single Assembly R=11.0,360.0 fe _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) sT9T� in this home before final inspection.Otherwise,a new EPL Display Card will be completed �ti , _ =, o� based on installed Code compliant features. Builder Signature: Date: - t Address of New Home: City/FL Zip: �'c0D W-E *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating.If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar designation), your home may qualify 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.ucf edu 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) FORM 60OA-97 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1105 Hibiscus Addition Builder: Kevin Varnadoe Address: 1105 Hibiscus Street Permitting Office: Atlantic Beach City, State: Atlantic Beach, FL 32233- Permit Number: Owner: Jurisdiction Number: Climate Zone: North 1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family - a. Central Unit Cap:50.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ b. PTAC and Room Unit Cap:50.0 kBtu/hr _ 5. Is this a worst case? No EER:9.40 _ 6. Conditioned floor area(ft2) 1480 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 - 13. Heating systems b. Clear-double pane 343.0 ft2 _ a. Electric Heat Pump Cap:50.0 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. PTHP Cap:50.0 kBtu/hr _ 8. Floor types _ COP:2.60,Unducted _ a. Slab-On-Grade Edge Insulation R=0.0, 166.0(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=11.0,737.0 ft2 _ EF:0.92 _ b. Frame,Steel,Exterior R=11.0, 172.0 ft2 _ b.N/A _ c. Frame,Wood,Adjacent R=11.0,64.0 f? _ 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, 1144.0 ft2 _ 15. HVAC credits MZ-C,CF,MZ-H _ b. Single Assembly R=11.0,360.0 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:Interior Sup.R=6.0,25.0 ft _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.23 Total as-built points: 20095.00 PASS Total base points: 20403.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this �o�stu;sT9T�o Energy Code. calculation indicates compliance PREPARED BY: Ocean State HVAC with the Florida Energy Code. '� ��. - „ o Before construction is completed a d DATE: 0q _0 s 01 this building will be inspected for �* I a I hereby certify that this building, as designed, is in compliance with Section 553.908 compliance with the Floridano ode. Florida Statutes. c0 OWNER/AGENT: d' BUILDING OFFICIAL: DATE: DATE: EnergyGauge®(Version: FLRCNA-200) FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL,32233- 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 1480.0 33.05 8805.8 Double, Clear W 1.2 11.5 20.0 36.99 1.00 736.3 Double,Clear W 1.2 13.0 30.0 36.99 1.00 1104.9 Double,Clear W 1.2 8.0 15.0 36.99 0.98 543.1 Double,Clear N 1.2 5.0 9.0 19.22 0.94 163.1 Double,Clear N 1.2 9.5 9.0 19.22 0.99 171.1 Double,Clear E 1.0 6.0 120.0 40.22 0.97 4672.5 Double, Clear S 1.0 7.7 20.0 34.50 0.98 675.7 Double, Clear S 1.0 6.0 60.0 34.50 0.94 1947.6 Double, Clear N 1.0 6.0 40.0 19.22 0.97 749.1 Double,Clear N 1.0 7.7 20.0 19.22 0.99 380.2 As-Built Total: 343.0 11143.8 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adajcent 64.0 0.7 44.8 Frame,Wood, Exterior 11.0 737.0 1.70 1252.9 Exterior 909.0 1.70 1545.3 Frame,Steel, Exterior 11.0 172.0 2.70 464.4 Frame,Wood,Adjacent 11.0 64.0 0.70 44.8 Base Total: 973.0 1590.1 As-Built Total: 973.0 1762.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 6.10 244.0 Exterior 40.0 6.10 244.0 Base Total: 40.0 244.0 As-Built Total: 40.0 244.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Under Attic 1480.0 0.60 888.0 Under Attic 30.0 1144.0 0.60 686.4 Single Assembly 11.0 360.0 2.60 936.0 Base Total: 1480.0 888.0 As-Built Total: 1504.0 1622.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 166.0(p) -37.0 -6142.0 Slab-On-Grade Edge Insulation 0.0 166.0(p) -41.20 -6839.2 Raised 0.0 0.00 0.0 Base Total: -6142.0 As-Built Total: -6839.2 INFILTRATION Area X BSPM = Points Area X SPM = Points 1480.0 10.21 15110.8 1480.0 10.21 15110.8 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Summer Base Points: 20496.7 Summer As-Built Points: 23043.9 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 23043.9 0.500 0.974 0.341 0.902 3455.7 23043.9 0.500 0.974 0.363 0.902 3673.1 20496.7 0.3573 7323.5 23043.9 1.00 0.974 0.352 0.902 7128.8 MMEMMI EnergyGaugeTm DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- 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 1480.0 9.76 2601.3 Double, Clear W 1.2 11.5 20.0 10.77 1.00 215.6 Double, Clear W 1.2 13.0 30.0 10.77 1.00 323.4 Double,Clear W 1.2 8.0 15.0 10.77 1.01 162.4 Double,Clear N 1.2 5.0 9.0 14.30 1.00 129.0 Double, Clear N 1.2 9.5 9.0 14.30 1.00 128.7 Double,Clear E 1.0 6.0 120.0 9.09 1.02 1108.6 Double,Clear S 1.0 7.7 20.0 4.03 1.00 80.6 Double,Clear S 1.0 6.0 60.0 4.03 1.03 248.0 Double,Clear N 1.0 6.0 40.0 14.30 1.00 572.4 Double, Clear N 1.0 7.7 20.0 14.30 1.00 286.0 As-Built Total: 343.0 3254.8 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adajcent 64.0 3.6 230.4 Frame,Wood,Exterior 11.0 737.0 3.70 2726.9 Exterior 909.0 3.70 3363.3 Frame,Steel, Exterior 11.0 172.0 5.70 980.4 Frame,Wood,Adjacent 11.0 64.0 3.60 230.4 Base Total: •973.0 3593.7 As-Built Total: 973.0 3937.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior Wood 40.0 12.30 492.0 Exterior 40.0 12.30 492.0 Base Total: 40.0 492.0 As-Built Total: 40.0 492.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Under Attic 1480.0 1.20 1776.0 Under Attic 30.0 1144.0 1.20 1372.8 Single Assembly 11.0 360.0 2.90 1044.0 Base Total: 1480.0 1776.0 As-Built Total: 1504.0 2416.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 166.0(p) 8.9 1477.4 Slab-On-Grade Edge Insulation 0.0 166.0(p) 18.80 3120.8 Raised 0.0 0.00 0.0 Base Total: 1477.4 As-Built Total: 3120.8 INFILTRATION Area X BWPM = Points Area X WPM = Points 1480.0 -0.59 -873.2 1480.0 -0.59 -873.2 EnergyGauge®DCA Form 60OA-97 EnergyGauge®/FlaRES'97 FLRCNA-200 FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- PERMIT#: BASE AS-BUILT Winter Base Points: 9067.2 Winter As-Built Points: 12348.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 12348.9 0.500 0.995 0.487 0.950 2842.5 12348.9 0.500 0.995 0.385 0.950 2244.2 9067.2 0.5340 4841.9 12348.9 1.00 0.995 0.436 0.950 5086.7 EnergyGaugeT" DCA Form 60OA-97 EnergyGauge®/FIaRES'97 FLRCNA-200 FORM 60OA-97 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- 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 Coling + Heating + Hot Water = Total Points Points Points Points Ponts Points Points Points 7323.5 4841.9 8238.0 20403.4 :7102i8.8 5086.7 7879.8 20095.3 PASS jqxE s)"9Tc t EnergyGaugeTM DCA Form 60OA-97 EnergyGaugeO/FIaREs'97 FLRCNA-200 I FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1105 Hibiscus Street,Atlantic Beach, FL, 32233- PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows& Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft.window area; .5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;penetrations of ceiling plane of top floor;around shafts,chases, soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access. EXCEPTION:Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2,4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated,installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools& Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools must have a pump timer. Gas spa&pool heaters must have a minimum thermal efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTm DCA Form 60OA-97 EnergyGaugeO/FlaRES'97 FLRCNA-200 J ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.3 The higher the score,the more efficient the home. 1105 Hibiscus Street, Atlantic Beach, FL, 32233- 1. 2233-1. New construction or existing Addition - 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:50.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 4. Number of Bedrooms 3 b.PTAC and Room Unit Cap: 50.0 kBtu/hr _ 5. Is this a worst case? No _ EER:9.40 _ 6. Conditioned floor area(ff) 1480 f? c. N/A 7. Glass area&type _ a. Clear-single pane 0.0 ft' _ 13. Heating systems b. Clear-double pane 343.0 fe _ a. Electric Heat Pump Cap:50.0 kBtu/hr _ c. Tint/other SC/SHGC-single pane 0.0 ff _ HSPF:7.00 _ d. Tint/other SC/SHGC-double pane 0.0 fe b. PTHP Cap: 50.0 kBtu/hr _ 8. Floor types _ COP:2.60,Unducted _ a. Slab-On-Grade Edge Insulation R=0.0, 166.0(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=11.0,737.0 ftp _ EF:0.92 _ b.Frame,Steel,Exterior R=11.0, 172.0 ff _ b.N/A _ c. Frame,Wood,Adjacent R=11.0,64.0 ft' 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, 1144.0 fe 15. HVAC credits MZ-C,CF,MZ-H _ b. Single Assembly R=11.0,360.0 W (CF-Ceiling fan,CV-Cross ventilation, c.N/A HF-Whole house fan, 11. Ducts PT-Programmable Thermostat, a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.0,25.0 it _ RB-Attic radiant barrier, b.N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed(or exceeded) o�T> sT9T� in this home before fmal inspection. Otherwise,a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: � � a Address of New Home: City/FL Zip: r�c0 S¢� *NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar"mdesignation), your home may qualify for energy efficiency mortgage(EFAII)incentives if you 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) .y 1105 HIBISCUS ADDITION HVAC LOAD ANALYSIS for Kevin Varnadoe I L1tjQQftwQ It HVAC OA S RHVAC. Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 01-31-01 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 Page 2 Project Summary Project: 1105 Hibiscus Addition Company: Ocean State Heating &Air Conditioning Client: Kevin Varnadoe Representative: Jeri Boxx Address: Address: 1476 Atlantic Boulevard City: City: Neptune Beach, FL 32266 Phone: 247-4456 Phone: (904) 249-8251 Fax: 568-8711 cell Fax: (904) 249-8949 Design Data Project Name: 1105 Hibiscus Addition 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: 1,423 CFM per square foot: 0.962 Square feet of room area: 1,480 Square feet per ton: 437.173 Building Loads Total heating required with outside air: 36,047 Btuh 36.047 MBH Total sensible gain: 31,281 Btuh 90 % Total latent gain: 3,517 Btuh 10 % Total cooling required with outside air: 34,798 Btuh 2.9 Tons (based on sensible + latent) 3.385 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,January 31,2001 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,Fl- 32266-1798 01-31-01 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 303 9,887 0 16,264 16,264 91 French Door Double Clear Glass Metal Frame 40 1,358 0 1,038 1,038 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-11 + 1/2"Gypsum(R-0.5) 737 2,986 0 1,632 1,632 13C Part R-11 + 1/2" Gypsum(R-0.5) 64 130 0 92 92 16G Ceiling R-30 Insulation 1,120 1,663 0 1,663 1,663 22A Slab on Grade No Edge Insulation 166 6,051 0 0 0 24F Wall Metal, Light, R-11 172 774 0 459 459 25F Roof Metal, Light, R-11 360 1,620 0 1,663 1,663 Subtotals for structure: 3,002 25,297 0 23,263 23,263 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,717 0 2,844 2,844 Infiltration:Winter CFM: 182.6, Summer CFM: 81.2 383 9,033 2,827 1,874 4,701 Ventilation: Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 31,281 Temperature Swing Multiplier: X1.00 Building Load Totals: 36,047 3,517 31,281 34,798 Check Figures Total Building Supply CFM: 1,423 CFM per square foot: 0.962 Square feet of room area: 1,480 Square feet per ton: 437.173 Building Loads Total heating required with outside air: 36,047 Btuh 36.047 MBH Total sensible gain: 31,281 Btuh 90 % Total latent gain: 3,517 Btuh 10 % Total cooling required with outside air: 34,798 Btuh 2.9 Tons (based on sensible + latent) 3.385 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,January 31,2001 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 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 303 9,887 0 16,264 16,264 91 French Door Double Clear Glass Metal Frame 40 1,358 0 1,038 1,038 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-11 + 1/2"Gypsum(R-0.5) 737 2,986 0 1,632 1,632 13C Part R-11 + 1/2" Gypsum(R-0.5) 64 130 0 92 92 16G Ceiling R-30 Insulation 1,120 1,663 0 1,663 1,663 22A Slab on Grade No Edge Insulation 166 6,051 0 0 0 24F Wall Metal, Light, R-11 172 774 0 459 459 25F Roof Metal, Light, R-11 360 1,620 0 1,663 1,663 Subtotals for structure: 3,002 25,297 0 23,263 23,263 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,717 0 2,844 2,844 Infiltration:Winter CFM: 182.6, Summer CFM: 81.2 383 9,033 2,827 1,874 4,701 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 31,281 Temperature Swing Multiplier: X1.00 System Load Totals: 36,047 3,517 31,281 34,798 Check Figures Supply CFM: 1,423 CFM per square foot: 0.962 Square feet of room area: 1,480 Square feet per ton: 437.173 System Loads Total heating required with outside air: 36,047 Btuh 36.047 MBH Total sensible gain: 31,281 Btuh 90 % Total latent gain: 3,517 Btuh 10 % Total cooling required with outside air: 34,798 Btuh 2.9 Tons (based on sensible+ latent) 3.385 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,January 31,2001 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 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 Living 168 5,821 76 0-0 0 6,217 480 283 1.25 354 283 2 Bedrms 406 3,439 45 0-0 0 2,142 608 97 1.00 97 97 3 Master 280 2,666 35 0-0 0 1,514 296 69 1.00 69 69 Suite 4 Kitchen 266 4,139 54 0-0 0 4,283 214 195 1.00 195 195 5 Sunrm 360 19,982 260 0-0 0 17,125 1,919 779 1.05 818 779 System 1 1480 36,047 469 31,281 3,517 1,423 1,533 1,423 Totals Main Trunk Size: 18x14 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.900 90%/10% 31,281 3,517 34,798 Recommended: 3.385 77%/23% 31,281 9,344 40,625 System#1 Equipment Data Heating System Cooling System Wednesday,January 31,2001 )011 e DATE: -1 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY 233 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTION(S) HAVE BEEN MADE AND ARE SATISFACTORY: ------------------- - J� 70 ------ ----------- -- --- - - / LLQ'!_- - ---------------------------- ---!`-- /lo?.._-- �_ '--------�-------------- -------------- Enclosed are the blue copies of the permits. SINCERELY, zv''T BUILDING INSPECTION DIVISION cc:FILE F- 1105 HIBISCUS ADDITION HVAC LOAD ANALYSIS for Kevin Varnadoe RHRwDWnAL VAC. HVAC LOADS Prepared By: Jeri Boxx Ocean State Heating&Air Conditioning 1476 Atlantic Boulevard Neptune Beach,FL 32266 (904)249-8251 01-31-01 RA9VAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 Page 2 Project Summary I j Project: 1105 Hibiscus Addition Company: Ocean State Heating &Air Conditioning Client: Kevin Varnadoe Representative: Jeri Boxx Address: Address: 1476 Atlantic Boulevard City: City: Neptune Beach, FL 32266 Phone: 247-4456 Phone: (904) 249-8251 Fax: 568-8711 cell Fax: (904) 249-8949 i Design Data Project Name: 1105 Hibiscus Addition 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: 1,423 CFM per square foot: 0.962 Square feet of room area: 1,480 Square feet per ton: 437.173 Building Loads Total heating required with outside air: 36,047 Btuh 36.047 MBH Total sensible gain: 31,281 Btuh 90 % Total latent gain: 3,517 Btuh 10 % Total cooling required with outside air: 34,798 Btuh 2.9 Tons (based on sensible +latent) 3.385 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. i Wednesday,January 31,2001 RMVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 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 303 9,887 0 16,264 16,264 91 French Door Double Clear Glass Metal Frame 40 1,358 0 1,038 1,038 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-11 + 1/2" Gypsum(R-0.5) 737 2,986 0 1,632 1,632 13C Part R-11 + 1/2" Gypsum(R-0.5) 64 130 0 92 92 16G Ceiling R-30 Insulation 1,120 1,663 0 1,663 1,663 22A Slab on Grade No Edge Insulation 166 6,051 0 0 0 i 24F Wall Metal, Light, R-11 172 774 0 459 459 25F Roof Metal, Light, R-11 360 1,620 0 1,663 1,663 Subtotals for structure: 3,002 25,297 0 23,263 23,263 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,717 0 2,844 2,844 Infiltration: Winter CFM: 182.6, Summer CFM: 81.2 383 9,033 2,827 1,874 4,701 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 31,281 j Temperature Swing Multiplier: X1.00 Building Load Totals: 36,047 3,517 31,281 34,798 Check Figures Total Building Supply CFM: 1,423 CFM per square foot: 0.962 Square feet of room area: 1,480 Square feet per ton: 437.173 Building Loads Total heating required with outside air: 36,047 Btuh 36.047 MBH Total sensible gain: 31,281 Btuh 90 % Total latent gain: 3,517 Btuh 10 % Total cooling required with outside air: 34,798 Btuh 2.9 Tons (based on sensible + latent) 3.385 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. I Wednesday,January 31,2001 RINVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 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 303 9,887 0 16,264' 16,264 91 French Door Double Clear Glass Metal Frame 40 1,358 0 1,038 1,038 10D Door Wood Solid Core 40 828 0 452 452 12C Wall R-11 + 1/2" Gypsum(R-0.5) 737 2,986 0 1,632 1,632 13C Part R-11 + 1/2" Gypsum(R-0.5) 64 130 0 92 92 16G Ceiling R-30 Insulation 1,120 1,663 0 1,663 1,663 22A Slab on Grade No Edge Insulation 166 6,051 0 0 0 24F Wall Metal, Light, R-11 172 774 0 459 459 25F Roof Metal, Light, R-11 360 1,620 0 1,663 1,663 Subtotals for structure: 3,002 25,297 0 23,263 23,263 Active People: 3 0 690 900 1,590 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 2,400 2,400 Lighting: 0 0 0 0 0 Ductwork: 0 1,717 0 2,844 2,844 Infiltration:Winter CFM: 182.6, Summer CFM: 81.2 383 9,033 2,827 1,874 4,701 Ventilation:Winter CFM: 0.0, Summer CFM: 0.0 0 0 0 0 0 j Sensible Gain Total: 31,281 Temperature Swing Multiplier: X1.00 System Load Totals: 36,047 3,517 31,281 34,798 I Check Figures Supply CFM: 1,423 CFM per square foot: 0.962 Square feet of room area: 1,480 Square feet per ton: 437.173 System Loads Total heating required with outside air: 36,047 Btuh 36.047 MBH Total sensible gain: 31,281 Btuh 90 % Total latent gain: 3,517 Btuh 10 % Total cooling required with outside air: 34,798 Btuh 2.9 Tons (based on sensible + latent) 3.385 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. i Be sure to select a unit that meets both sensible and latent loads. I' i Wednesday,January 31,2001 RMVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. Ocean State Htg&A/C 1105 Hibiscus Addition Neptune Beach,FL 32266-1798 01-31-01 Page 5 Room Load Summary Reports i System #1 Room Load Summary I Htg Htg Run Run Clg Clg Clg Zone Clg Air 1 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 Living 168 5,821 76 0-0 0 6,217 480 283 1.25 354 283 2 Bedrms 406 3,439 45 0-0 0 2,142 608 97 1.00 97 97 3 Master 280 2,666 35 0-0 0 1,514 296 69 1.00 69 69 Suite 4 Kitchen 266 4,139 54 0-0 0 4,283 214 195 1.00 195 195 5 Sunrm 360 19,982 260 0-0 0 17,125 1,919 779 1.05 818 779 System 1 1480 36,047 469 31,281 3,517 1,423 1,533 1,423 Totals Main Trunk Size: 18x14 in. System#1 Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.900 90%/10% 31,281 3,517 34,798 Recommended: 3.385 77%/23% 31,281 9,344 40,625 System#1 Equipment Data Heating System Cooling System I Wednesday,January 31,2001 NO 11151 , IBM ,utrttftcttt.e of Mccupancu (situ of Atlantic Ntacll — +floriba Department of +Nuildtng Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard t Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Duplex Residence Bldg.Permit No. 11097 Group W.frame Type Construction d Fire District Atlan;ttc Beach Owner of Building Dean Russell Address Jacksonville Beach, FL 322 fhodiqgAddress 1105 R ibiscus ST. Locality Atlantic Beach, FL 32233 By; DON C. FORD Buil Building Offici - Date: i POST IN A CONSPICUOUS PLACE Tatiftrate of Mrrupanq Tito of Atlantic Neac4 — Yloriba Department of Nuilbing Inspection This Certificate issued pursuant to the requirements of Section 103.8 of the Southern Standard Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances regulating building construction or use. For the following. Use Classification Duplex Residence Bldg.Permit No. 11096 — Group-o-fraMe Type ConStFUCtion dam_ Fire District Atlantic Beach Owner of Building Dean Russell Address Jacksonville Beach, FL 32250 Build* AddressI101 Hibiscus St- Locality Atlantic Beach, FL 32233 o By: DON C. FORD 7A Building Official f Date: .2 POST IN A CONSPICUOUS PLACE 1141 i A ' e CITY OF 4.ct�ic 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233.5445 TELEPHONE(904)247-5800 FAX(904)247.5805 NOTICE TO: Plater Department FROM: Building Department DATE: -�L - 0 8 q L Please be advised that the final building inspection has been completed on each of the following addresses and construction water is no longer needed: Permit Number Address Sinc ely, Building Department 1 +904-241-2028' CEAH'RUSSELL COH'ST MAP Si,.JWING BOUNDARY S jRVSY OF 7H& SCX-)_r -f 10 FEET OP (--OT w l7"E-i• ALL 0i= 5c_ocry I y5, 5c�GTfC4J "H'; A7c._AfJ7tC.• 13epGN AS RECORDED iN PLAT BOOK PAGES 34 OF THE CURRENT PURI iC RECORDS OF 22UAC COUNTY,FLORIDA. r D��lI� tzVSS��- C.4rJS7�V�`TICatJ CERTIFIED TO WAT So!tel S d S i3o 12-je PEOPLE$ F'!V-5_"'• Co"Imo(.U ti-1(TY 13,4 I`f K ' I S71i_;WAP_•'r `rt`CL.f GUAt?_AtJ-rY CO. i E , i SET.viz I i �-! . .sY gb�� PZ co Lu 39, �` I �Iv .h �v r1l V V U zo� �... ..: ..._r .._ 5 6 T '/Z. SEI'�l �7 >",e9 1 J i r' WW►j6 I/4 t.P• . lQ� �(�f F"W+�D t/Z !.P• (Lo 5(610) W EST F�'�..A► � (�. Rvw) i '- "� --l— wn rr MI6INAL RAISED-SCA-4 q',A FLIIRIDA LICENSED S(IRVEVM arty HA PER, THIS DRAVING,SKETCH, +904-241--Q28 LiEkl RUSSELL CONST 387 P03 FEB 28 '96 11:12 ,4 MAP SHO trANO BOUNDARY Sklh iEY OF T HO 5OU7"k l© Fe(E-r O�= 1.-07 5 TorE l! ism w J T-t-I• ALL- o r- L-©7" G , 5L_C)c-#�_' 195 '5C-C_- IC4J '*F , A7trA .DTIC- r3eCkGH AS RECORDED IN PLAT BOOK PAGES 34 OF THE CURRENT PUBLIC IECORDS OF -COUNTY, FLORIDA. C7�ktJ Ii'_V S S�L� G'bt.�ST 1�, �G`7't01J CERTIFIED TO W�'T 5o N i C7 S C30 2 N a P�vPc.�s �I res T co►�I r�u�..�! rY ra a�.,n1 K . � t t 1 1 l I � 5�WA 2`I" 'T'"�"f"l.E GU.A�}NT '•r' W• � j , . � 1 1 � , , ! J AC.K. A. C3 FAY AtJ T" a tnd. M AR�r �• U'(�.K�.l._I T : ; , GOu -rFZ'•tWIDE HOME:' MCiz'TGAc } . . . . y ° L5 $189 ' IW 7_1 q /I- STORY TOsTUGG4 .SET'Ci;1.P. i � �. � • : •� 4-A 5lf:j�j t.0 t?ae9 I yGf.4' 4# 5 TOIty S r(x o •and MAMS N ' te' ' # PAD ^�o , FCUIL)C) ' '-La! St's 5) E5-r . ' PL 4ZA OlnJ� ` , r r . LW ESS fi I110S nJr 4fr.MAn OC "N T1 Mir-f— r. —1. m ♦ n m.w♦ ..wwu•.rw rr..w..� ...� ...��... . �...�m .��,a:,,,�.. ,,,�.�� ,.�:,. ..�.: „,, „t» d a 11097 DEPARTMENT OF SUOD1N'G'' tti IU ' �' T,l : +ill tt?S96iti /tt _ CITY OF ATLANTIC BEACH � »:. PERMIT INFORMATION ------ --- LOCATION INI'O4TTON Permit Neer. II r Address . x.105 HIBISCUS StRZ& �► Permit TyP . I UILDINO ATLANTIC BEACH.��`.I�O�2 I3A 2233 Cla's of Work: NEN � _ .: � �:,. �.._�, t,EOAL�' Dt6IPt-16N --------- CR Const r." Type WOOD PRAMI 5&Ca B 1 ack: .1 5 Seco r� � 8 Proposed Die. DUPLEXTt�t�r�shiPf� Uw l lin s . " 1, Cud a D Subdivision* SECTION B Estimated Value; 544. 72.00 ' tsprov: Cost Total Fest $308 3.10 Amount $ Q. 3. 941 � D lj 195 D NEW 'DUPLEX RESIDEItiiCO PER PLANS - SSP` 1140 'ION _- APPI.ICAtioit FEES M COIY ST tJ OP P R I ' 5 t " A ARD `STYE MATER IMPACT FEE $410 .00 E BEACH', FL S IMPAC T'EE 5�.410 4 11WA' Afw � R S H.R.S. S . 41 IN7 bR�T 3B -------- RADON CAB 5% $0, 29 US , L oxi , CTION CAPI `AL IMPROVE., $325.00 It Rb A PL 322 CROS�C ?tNECTIt>N wl t3 i + n R' C'RC 10 �< �'�T P�s, i0 SEC H IMPACT PEE $600,°00 CONST,SURCHARGE 13 SCAIC3E' ATI..BCt $CI . '� tt1tt80" IIIc t ' 000000000 NOTICE—ALL CONC AOTS FORMS AND FOOTINGS MUST BB 1NSPECTED BEFORE POU IN0roi° PERMIT VO10 SIX MONTHS AFTER DATE OF ISSUE MAT ERIAL,RUBBISH AND DEBRIS FROM,THIS WOW MUST U�C�tJ tN OUBLIC SPA�Ex ANS ME C UP AND HAULED AWAY:BY'EITHER"CCNTRACTOR OR OWNS Ab 'G TWI IL MAW ISS CORDING TO APPROVED PLANS F�'ICH ARE PART CIF THIS P IT AND SUSJE T T �VOCATtON FQR ul0 N OF APPOCAB1:E PR0VISIONS.t3F LAW. G'f pta 1tt5 ATLANTIC BEA EPAHTt1EN 1~ ` OR By. © yl.5Chf # d k 'R; t3PARTMENT thal40 � I Ib 9Fa�I /fit zap{ CITY 05 -ANTIC,B 3 PERMIT INFG+1; MATIOi+ INZ OT�'NA'S'i .,..__,. I'; r i t N t t .4 A'dd von 0 �3I�� L�'v 'i'F�EE'f' 1 rTtit Typ'e' UILDING ` ATLANTIC BEACH. PLORIDJ32233 Cl ata of Work: NEW LfO DESCRIPTION Canstri Type: WOOL PRAME � Lot : '566 B: �► � 1915 Sectl I'roposed Use: D(IoLtk � � Tsst�ri$hila' RN *4'ted Value': 4477 00 -x�� a �b -prov. Cost ; id 60rU 41128 951 Da k ;,lNEW, DV LEX RES I DIIIfCL Pa PLANS - HSF - ,1140 1.1:4 3 w; !CION _- APDL I CAT I C3N `IE5 ,' CONSTRU PL AT 067.50 ' f s t . SECOND, STIR 'I' 1PAT FLIM 41 t} w t30`' O BEACH alp` P WON 4AS-H R.S Np(�ftm ON M �j�q yi ,may �@ } I�{omea " I~A SS L CONS CTION CAPITAL IMI ROV.IN. 2 .00 Ulf "VI, F ILLE REACH . PL 322 E CROSS CONNECTION $35.00- C: 10 Ty`Pe:. 1 SEC R IM PP,C ' FEE 4I*�- CON T.$URCHAROE 1 rat NOTES2 xMUM €'i'i}�i'2�X4�Ff ❑ tit a. NOTICE=ALL C ONCRE E FORMS AND FOOTINIG�S MU$T>i3 INl3PECTED ` 1I~,POURIN� , PI�RMIT V41D SIX MONTHS AFTER DATE OF ISSUE „. a.. .MATERIAL,RUBBISH ANp,pEBRISFROM THIS WORK MUST NOT BE PL2AGED IN PUBLIC SPACE,ANI©MIS�E� C UP AN©HAULED AWAY BY EITHER CQNTRACTOR DR OWN " 06 RE COMPLY r+ r r �■ �r► }� 110E FORT, E, SSU CORDINCti TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT ANN SUBJECT'S CATION FOR OF APPLICABLE PROVISIONS OF LAW. l025195 01 Ko". (10.1 5" hetet Ili l „4 pta. 00147is ATLti4EACH PARTMENT I I �'r RU 0411 . t t TRANSMITTAL DOCUMENT FOR JEA DATE: /- // The following permits have passed "rough" inspection: Permit No. Address Sxixeacsexaouxx �bckaea�x�aa®pafx�£xx6d�ex�pea�at Please update your records accordingly. �Thayo , // \3UILDI G 'C E K�� CITY OF ATLANTIC BEACH /vcb . ; 11260 DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH - PERMIT INFORMATION .__-�.- . ......,:- ._ LC3CAT I OIC I N�4RMAT I QPt Permit Number: 1126th Address: 1145 HIBISCUS STPEST Permit Type; MECHANICAL ATLANTIC BEACH, };FLORIDA 32233 Clasp of Work: NEW ---- _ - -�- LZOAL DESCRIPTION -------- Constr. Type: N/A Lot : Block: Section., Proposed Use: SINGLE FAMILY Township: ENQ: 0 Dwellings: 4 Code: t? Subdivision: Section H EIst mated Value: ' $ DaDQ Improv. Cost : $0.00 Total F'eeas:' S43,00 ' Amou t t43 .00 Dpi 4/96 Work De A/C system n home -� RMATIt3N --- APPLICATION FEES _.._..— __N. .._ PERMIT $43 .00 Ad CUS STEEET WATER IMPACT FEE ACB FLORID ' 3 S IMPAC FEE ISO QP P m RADON O1S—'B.R.S NVORMAT ON - RADON CAAg 5% $0.00 Name: T CAPITAL IMPROVE. $0 .00 Add`ress,• . Sma AC ILL FLORIDA 32216 CROSS CONNECTION $0 .00 Lice CAC 2 Type: 3 BEC H IMPACT FEE 0100 CONST SURCHARGE S 44 31, N©Ti& NOTICE ALL CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER"DATE OF ISSUE 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 E 'FAILURE,TO COMPLY WITH THE; MECHANIC'S LIEN LAW 'OAN RESULT IH THE PROPERTY OWNER P'AYINGTWICE FORTHE BUILDING IMPROVEMENTS ISSUED ACCORDING TO APPROVE?PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVIS16NS OF LAW. tt ; I, 1%, ill Rcph W14091. GDEI' iC>3EACtINRTM T I; k �►� RxaSf��s�s,.r.l��k'► hu PSF1-�d4 i' DE�A,RTMENT OF BUILDING " - Of (QF ATLANTIC BEAN I'ON "Permit Number: 11 SI Address . 1101 HIBISCUS STREET P ani 'Type: MECNIAt IDAI ATLANTIC BEACH, FLORIDA, 32233 class of Work: NEW Leat . - HIbck� Hectican� const r. ' Type'. a hip Proposed Use: SINGLE PANILY' Subd is on: ; action H Dwellings= , 0 Code: D Estimated value* .��► . ; lmpr v. Cast ; ;% $6:00 Total Fees Amount id $43 .Qty D _ " . 1/ ,4/96 I cark D sys tem for new _ � PEI IIT $43',00 lame x NATER 114PACT PEE 4 .f! H STREET Add �° EACH PLOitIDA 22 3 IMPACT FEE $0 .00 P Q I I PQI A4AT ON _ . f RADON CAE 5* $0.00 NameR S CAPITAL IMPROVE. $0 .00 Address*# 2D 1 HN$ HL SEWM TAP a:0 .t?Q License . CAC Type t 3 BEC H INFACT I'EI~ Stt .QQ , CONST.SURCIiAFI,®E .{I4 F SHARE�ATI,.HGH. af? { } R; NOTES', r E F NOTICE--AL,L,CONCRETE FORMS AND FOOTINGS MUST BE INSPECTED BEFORE POURING . E PERMIT VOID SIX MONTHS AFTER GATE OF ISSUE BUILDING MATERIAL,'RUSSISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND,HAULED AWAY BYEITHER CONTRACTOR OR OWNER "FAILURE TO OMPL. °"1i„ ITH THE mECHAI IC's LION,LAW CAN �� .�` IN r THE PI C PERT' ' RAY INGIMICE FO HE SI"ING IMPROVEMENT`S" ISSUED ACCORDING TO APPRQVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIC}LATIQN OF APPLICABLE PRQiSInNS OF LAW.` AMC DAID1 Q RT t II NNT BUILDING AND ZONING INSPECTION DIVISION CITY OF ATLANTIC BEACH ATLANTIC BEACH, FLORIDA 32283 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. LOCATION Street Address: J 10 OF Intersecting Stre•tst Between C/ /' And �vr" BUILDING Sub•dIvIslon 11. IDENTIFICATION —To be completed by all applicants . 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 sttochpd plans and specifications which are a pert hereof and in accordance with the City of Jacksonville ordinances and standards of good practice listed therein. None of PrContractors Contractor (Print) Master Name of , Property Owner C— u SS' "On•tvn of weer Signature of or Autkerlsed Agent Architect or Engineer III. GENERAL INFORIEilAT10N ►.„ A. Typo of hosting fuel: 1 y, IS OTHER CONSTRUCTION BEING DONE ON same THIS BUILDING OR SITE I' (z _5 (3Gas—❑ LP ❑ Natural ❑ Central Utility � IF YES, GIVE NUMBER F CONSTRUCTION, ' 13 OE PERMIT f J d ❑ Other — Specify IV. IIV:H/WICAL EQUIPMENT TO IE INSTALLED NATURE OF WORK (Provide complete list of components on back of this forth) * Residential or D Commercial l: Host ❑ Space ❑ Rocoss d /W Central O Noor New Building P Nr Conddioning: ❑ Room )W Central .� D Existing Building )t il`�,,� D Replacement of existing system Duct Systems Motorlat Thiekness f Z Mulmum capacity- e,f,T, New Inalallallo& o system previously Installed) ❑ Refrigeration O Extension or add-on to existing system (] Cooling tower: Capacity 9 p O Other— Specify .m. Q Fire sprinklers: Number *( head- 0 Elevator Q Monlih ❑ Escolato (number) THIS SPACE FOR OFFICE USE ONLY Q.Gasoline pumps (number) ( ) 13. Tale (airmb.r) ' Remarks Q LPG contain* (number) Uafind pressure vessel SellersPermit Approved by Daft 4j i• . o OfhW- Specify. Permit Fess- LIST e•LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT aeft Number Units Deaossptlon Model Number Manufacturer c(Wns)y Appr vW 6 Z >= BUILDING AND ZONING INSPECTION DIVISION w' CITY OF ATLANTIC BEACH ATLANTIC s[ACH, FLORIDA 32299 APPLICATION FOR MECHANICAL PERMIT CALL-IN NUMBER IMPORTANT — Applicant to complete all items in sections I, II, III, and IV. M 1• /G' I /-�;lasse� .� S•f' LOCATION Street Address: OF Intersecting Streetst Between— BUILDING ��• And BUILDING Sub•dlvislen II. IDENTIFICATION —To be completed by all applicants , 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 ottaclyd plant and specifications which are a part hereof and in accordance wish the City of Jacksonville ordinances and standards of good practice listed therein, Name of Mechanical Contractors /� v Coatraeter (Print) ) i S��r� S Mosier 1 6/900OS �- Name of + " Property OwnerlJ S s� Sigaatura ofOwner Signature of w Authosi:ed Agent Architect or Engineer III. GENERAL INFO NATION ';►; A. Type of heating fuels B. IS OTHER CONSTRUCTION BEING DONE ON Po Efectrie THIS BUILDING OR SITE? ej 0 Gas—❑ LP ❑ Natural ❑ Central Utility IF YES, GIVE NUMBER.PF CONSTRUCTION, (3 02 PERMIT 1/16176 ❑ Other — Specify IV. MKXH LAICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK (Provide complete list of components on back of this form) X Residential or ❑ Commercial r S Heat ❑ Spas 13 Recess" )Z Central O Boor New Building Air Conditioning: ❑ Room )w Centre) > ❑ Existing Building rial[ ...;-. Duct Systems Mate , /e_� ` _ : Ick.ne ❑ Replacement of existing system M.atmum capacity x C�y e»{,,�, New Instal lot loktho system previously Installed) 'F• ❑ Extension or add-on to existing system Q Refrigeration 93 .m. Cooling towers Capacity g-p ❑ Other— Specify Q tiro sprinklers: Number of head' ❑ Elevafa ❑ Monlift ❑ Esalsto (number) THIS SPACE FOR OFFICE USE ONLY .,. ❑.Gasoline puml±< (number) ( dl t 17• Teske (number) Remarks .Q LPG contains (number) • 13Uafind pressure velvet • is i.;;'❑ �i<ofy Parmil Approved by Doti—___ t • Q Other— Specify Permit Fea • QO LIST ALL EQUIPMENT AIR CONDIMONWG AND REFRIGERATION EQUIPMENT pp Number Volts Description )iodel Number Hanufacturor c(Tow)y AppmrI `( © / eo i I i CITY OF ATI],INNTIC BEACH, FLORIDA j ApprowEby APPIrICA1II014 folt ELECTRICAL. PERMIT ru THE CHIEF >_LECT111CAL INSPECTgn: l%14'onTP,14T NOTICE. IN CONSIOERAT1014 OF PERMIT GIVEN FOR DOING 7HE WORK AS DESCRIBED IN THE FOLLOWING, WE IIFftEBY AGREE TO PERFORM SAID YYORK IN ACCORDANCE WITH THE ATTACHED PIANS AND SPECIFICATIONS Yifll�,H ARC A PART II tuor, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITYU A T I AtI f IC BEACH ORDINANCES, U,—*Y_ I� ri _ a-L'zCTn�: L FinM: AIS� LSr �.$W��IS�p��.�— JOUgNEYMAN _.__ C I S�pFD sox— l"t..L)I.SIZE - AFTWEEN: IlI"r;. (/( APT. ( i corrlr,t, ( ) f'UBLIC 1 1 INDUS, I I NEW kl' OLD 1 I.A REW.1 f A�'DITIOPJ t ) VIAILEn ! 1 TEMP, ( I SIGNS ( ) - SQ. FT. SERVICE: NEW 1 1 INcnEAiM ( 1 REPAIR 1 1 FEE c:<;u wt^ron 8 1 Z E ._� ►Ira cOPPER i-1 ALUM. PF TwIaT.Mlny.SIZE Mips PH W VOLT IIACEWAYI r17,EDE1113 NO. SIZE ^ ' 07 SIZE No. size LIGNTI NG OUTLETS' CONCEALED OPEN TOTAL ItECEMrACLES _ _ CONCEALED OPEN TOTAL. x1.100 AMr■. �wITCH IIf6 111CAN U EJs�C E N T rLuonESCENT Ik M.V, rlxto - 0.100 _ j, �ovT:'ri ArrL,IANCES BELL TRANSF. Ain II.P. RATING H.P.,RATING I CONDITIONING COMP.NIOT_On OTHER MOTORS AMPS CEIL NEAT: KW-NEAT 11 0-1 OVIR MOT0111; HT, VOLTAGE PHS NO. 1 N.t, VOLTAGE PHS r ,1 €ALAN;t 0'U s , I 11 ��.ORIDA CITE' OF ATLANTIC BEACH, APP10'14a by - PLICATION FGR ILICTRICAL' PIRMIT 45 70 THE GRIEF FLECTF1ICAL INSPECTOR: PATE: ----! NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WOnK AS otSCRIBED IN THE FOLLUWINa, WE 11UPEBY AGREE TO PERFORM SAID OF K IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS WI1►(:H Mlt A PART IJERFOF, AND IN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OFI AI(AN fIC BEACH ORDINANCES, w\Au n ic, EL.r< n S, FInM: 8ALEF SLkq.ZalglaN lj9NN&j!JJ,RE _ _JDUx KYM&li rd�.,;q��l.L�n oLf_SE?1.� C��.•-At)bnEBB: � �� 1�' 6dl�� RFD--._...BOXr...,,.,._, mt_w)) 814!E BETWEEN: Fier. I''f Ai'T. t I comm, ( I PUBLIC ( I INDUS, ( I NEW ( 1' OLD 1 1 REW,1 1 r AODIT1ON I ) TnAfLt:ii ( I TErri'P. I ) SIGNS I ) 80. FT. FEFIVICE: NEW 1 INCRFAIM I ) REPAIR ( 1 FEE t T"tC3tlt^fOn SIZE µ_ ^� LhMfB COFFER ( ALUM. ':" 1TGH cart ®_ EI. `a(aw"srI _3A2 A r F IST.1451=F1V,SIZE /LAMPS Pit W VOLT RACEW rFEi)Eii!� Nt►. EIT.E NO, Slzt NO. SIZE LIG;iTING OUTLETr v CONGEALED OPEN TOTAL i1t CEF`1�1'�CLES CONCEALED OPEN TOTAL o.io^tri. it.too Afi m. I I FGAPI IJ E&C E N T FLwnESCENT &M. V. M:Xi.Do.too a ruANces' nr -- BELL TRANOF. Atn nATING WP-TIATINO cormTiONINO COMP.Niton— OTIIPR MOTORS AMPS CEIL HEAT: KW-NEAT It 0-1 OYER r �?Tofili Ii.P, VOLTAGE PIi8 NO. I H.P. VOLTAGE PHS ",t tLt;r: 4 & C ___tl .. s.�.:. .. v � ;k i .... i j �� ,. 1 �..e � \ K Mi .� zir i. _ �. 11071 DEPWMENT OF BUILDING CITY OF ATLANTIC BEACH, { STT IN "QI±I, TIO L,L7G0N 'IN00' ' P r it Numbers Address'. i0l HIBISCUS STREET ~ Permit, Type; PLUP�I INC ATLANTIC BEACH . FLORIDA 13�2�2�331"l ss fat W r3 .. ESCRIPTIONConstr , ` ypo., WOOL' FRAialIw Lot : Elr� ks Section. Propos; d.Utea DUPLEX To nsh p: RNO DweA l xngs 4 1 Code: 0 Subdivi'sio'n`. SECTION H Estimated Value: Improv. Cosy. -00 Total Fees * Work t>II 9Ii4O IN Db-PL«EX U14 T - ptw TION APPLICATION FEES w� PERw $53 . 50 Ad reps SOUS ;STREET , WAT IMPACT ERE $0 .0 FLOR I FIE n 1lywa& AP RADONGASH.R S. $0.00 " I!�Fbk' A ON -`--- - RA0 N CAB $D 00 Names IR L� XBi N O." CAPITAL I�RO'VE. 80 ,00 JAC, ILLE �F'L 3224 ?-1558 CROSS CONNECTION $£l 06 Lice type: 0 SEC 1i I14PA�CT P,tE .0 CONST.SURf,HAP E S Q4} ` NOTES: NOTICE"—ALL CONCRETE FOms AND FOOTINGS MUST BE INSPECTED BEFORSIMURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED IJP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE ME+CHANIC9 . LIEN" LA SAN RESULT, IN � THE PROPERTY OWNER PAYI I T CE FOR THE S�IILVINI ��MPRC?VEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SU&IECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. x €!fit Ix b3 ATLANTI BEACH BUILDING DEPARTMENT BY; 11 72 DEPARTMENT OF BUILDING ;"CITY OF ATLANTIC BEACH -------- LOCA. 10 INFOR�TItJN Neer: 1012 Address: i HIBISCUS STREET EET permit TyP4: �'Lt ING ATLANTICBEACH , FLORIDA', 2� � Class work: .AIEI LZOAL DESCRIPTION Constr. Type: nWOOD FRAME, Lot : Biol** Section: Proposed rls : L7tJPLax Township: RNC. Dwell Codet, D 'Subdivision: SECTION H Estimated value. $4. + ? Improv. Cost : 6o .00 Total Fees: $S . 0 Amount d t53. 50 J/27195 Work UMBING IN NEW DUPLEX U01t It I'0N APft1 dAT 6N FEES . ,. .. w.nr r+w r CITTOF Ad S, STRE WATER II4PACI" PEE Js000 EACH FLORIDA 42 I"PAC C SEB $0 .00 P A -�--, T I006Rmt ON �-_--- _ FA6614 CAB $1� .011) Nrr : ° A LIIMBIN CO, CAPITAL .TIMI?HOVE .tat? Address: PO ER x,155$ �' TAIL ,a B "ROSS CONN License* $� .�{� License: Type SEC R' IMPACT FEE $0 .010 r., C Pt ST'S S'IA HiAROE .00 . SCH-AJRGE/ATL.;BCR to " NOTES: Y t NOTICE�--ALL CONCRETE FORMS AND FOOTINGS,MUST BE INSPECTED BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 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 CE?MP"LC ' 1/#TH THE MECH C' Ll t CAN m R SU THE P P "+�1 NEI AYINGTWICE FORTH•E Bpi#��IN - 1YIPROVEWNTS' ISSUED ACCORDING TO APPROVED PLANS WHICH"ARE PART OF THIS P51ZIM[II'AND SCIBJECT TO REVOCATION:FOR {' VIOLATIONOF APPLICABLE PROVISIONS OF LAW. � • ATLANTIC BEACH BUILDI!NG DEPARTMENT . BF: CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LO(-'A'T I ON : CWNER OE' PROPERTY *. PLUMBING CONTRACTOR F_ W FATR PT TTMRTNG CO :')NTRAC`I'OR' S ADDRESS : P- BOX 51558, Jacksonville Beach, Fl. 32240-155£3 STATE LICENSE NUMBER: RF 0037503 TELEPHONE : 904-241-7191 HOW MANY OF THE FOLLOWING FIXTURES INSTALLED _L"SINKS SHOWERS WATER HEATERS ___.,,?_ BATH TUBS T DISHWASHERS URINALS C DISPOSALS CLOSETS I WASHING MACHINE FLOOR DRAINS SHOWER PANS OTHER t TO'T'AL FIXTURES : - x $3 . 50 + $15 . 00 ` �•c_�� MINIMUM PERMIT FEE - $25 . 00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR: ----------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -- ( 904) 247-5826 SEWER CONNECTIONS MUST BE CALLED INTO PUBLIC WORKS FOR INSPECTION PRIOR TO COVERING UP - ( 904) 247-5834 i Lo-r•5 I til Y Q - I O y 9-0- 10'-0' II I ;ONCRETE PATO I' cIr w t � I o o i � o I I n ' SET IBACK R'-c' �'-c• �i3'�cX' I I I \C PX)S I I CC)N NVE COL�CS>`tT= I div 0 �5 - HBISCUS STREET 15 EASBvPri DEAN RUSSELL CONSTRUCTID ATLANTIC BEACH PLOT PLAN t{� I lrTto H; . kr-1--A QT 1 G ,CAH i osA 6morG APPLICATION POR WATER AND/OR SRNSR TAP APPLICANT NAME ,�,L 1,f �usseLc .. MAILING ADDRESS 1'�� ;� �� S'7W-E Z . PHONE NUMBER � r` -� 4 3 DATE //•a -� f SERVICE REQUESTED SERVICE LOCATION T� a1w ti-.e DATE SENT TO PUBLIC WORKS DATE RETURNED TO BUILDING DEPARTMENT No PRICE OTE RESPONSE o�� co BL I C WORKS DIVARTIIEN -7-0S () `�p r''�+E2 v{Ej,JEt� 517' 0 G • Wa2cr y � 0, WATER' SENRa: S OTH PRICE QUOTE PREPARED STt 0t9S� Si re - 1e DATE tywxn 1{1O? rin y TO' d 800* 0N Z0: 9T S6` 8Z AON S08SZ7Z' oN 131 H08 lid � UH AM CITY HALL RTL BCH TEL No.2475805 Nov 28.95 16:02 No .008 P.02 owl 9I j.lJ ! f 7113TeA7 Ii r J "+q f ljio'i • %1% ILII M'+1V7�t w /II -. •.� +, I •T f i 71hJ� 7Y/r 7rY I�I,J A.r/10r Y •tl�M�1� JwW�l�1V V (� ..._..__.. �qNN.I_u{7 J un.Wy FJ�!fII�J ril! NAC WAMU 77VAnMAW .... ilnMtt JnvJ M"J"JV AW J.VI A40 WA.Al ts-!li flaw�'V jJo7s qn ar nwx M(P wAavavw�ar/{1� J �►J3'a7Vrr J' iNP WyMgrl rMN•y�a�vDMwslJr�lr��e�yowl�+�rS �M4 Ibv��rwaywJ J9 • VV IV 0 1--410 A'0 0 P'w/W.,MM 6 ie0 iw V0VW0V 14 VA p.a MMS • +W�'HM h Prw+R+M A 11 w1 lv�+/+V+!0+Q7+II ALr PALW+wH41r rr4W!Y Yy tOV rrr/rR X +X��6Od Jr� • ^"PO Ny N+U lrw4 YW h ski v q'r�A aws Jr�J irn•ri ry ra{r� �" 0 .X 44 OWN rip aw.WW WOW ArS rw 1fJrI 4ON nN C!X ra aJ raJs.r MR140 V'A OM wrr�a WV wt 149-'lA� r • .77✓,S NOIJ.Or it~$I~ Nom' J�1'A+IV�'»171/'rJ"I��rl /O J J'! " P.-YWf O"wil 81w mw Maom 'MmNs'9Nt"wo$INNA 'M7NIN 4N0%OA2W S 03SN32I1 VGMANIA 4VOK, D Q 11 (r-ado iOrv7 V IG.V,d� —LG �+rvmr :;0^ Hila,ro aoy 71obIJV a ,O•xAl I$ celg v'I c0 r o, 1 v 1 ?J{xz9 q ob 00 •� v� V 0 IN G1 s a0, 0 r lA U I 0 D i Ja On � 4r yt•no} �i01 1 •�. n ;toy y:a 0 0+0 �a o I coo n/YVdWc7",� c•vc'J�2^X',?_t„Z�(wCJ'� `1"1L7�.:11Z1 (V�� qj. �,�l.L.'71� VO)1710'I.�1 dv �,cr�G7?�?J 71"JflCCti! 1N�2971c'1� �1Ft1 �O VO !3vvd lel -ACJ7. -LV-10 i :Jsa�'t�cra.:�z� 5 d H'7o;�d ��•1-�`J'd �Q AaA21n!5 MJNIMC)HG �dW C) fit' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address Date Heated Square Footage @ $ 39.46 per sq ft = Garage/Shed !@ $ l3.0o per sq ft = $ Carport/Porch © @ $ �' per sq ft = $ Deck G @ $ ® per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : S .4l qj -7 qqf '7 .7 - i s $ TotalV 1 ,tion 1st $ /, o 3oo Cy -n $ Remai ing Value $-57: per thousand or portion thereof TOTAL BUILDING FEE $ 3!S- o 0 + 1/2 Filing Fee $ TTU- ( t )) Fireplaces @ $15 . 00 $ f„f'ad BUILDING PERMIT FEE $_317 o WATER IMPACT FEE $ 4//,0.0t) SEWER IMPACT FEE $ - O(-) WATER METER/TAP $ T. v _ CAPITAL IMPROVEMENT $ 3 1 0 SEWER TAP $- (1110) RADON (HRS) 0050 $ 5, SECTION H PAVING ( i/0 ' ) $ o HYDRAULIC SHARES $ CROSS CONNECTION $ ,o (//Y0) SURCHARGE .0050 $ OTHER $ GRAND TOTAL DUE $ 3c) Y3 R ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey ; Other CALCULATIONS and/or NOTES: loc/c / tT f4 CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address /l0 U S - Date /02 '02 g Heated Square Footage f(L(O @ $ 39.06 per sq ft = Garage/Shed _@ $ 13.00 per sq ft = $ �� a Carport/Porch (a $ per sq ft = $ Deck C% @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : 7 $ Total Valgation 1st $ 1000 413, -7 74-- $ a—Y�) -a v Remaining Value $ per thousand or' portion thereof TOTAL BUILDING FEE $ cD 35.6 O + 1/2 Filing Fee $ 7--s 0 ( ( ) Fireplaces @ $15 .00 $ BUILDING PERMIT FEE $— WATER IMPACT FEE $ /O. 0 O SEWER IMPACT FEE $ '(3no-O WATER METER/TAP $ CAPITAL IMPROVEMENT SEWER TAP S -U (11W) RADON (HRS) .0050 SECTION H PAVING ( VO ' ) $ o 0 HYDRAULIC SHARES $ CROSS CONNECTION $ 'o Ui9'0) SURCHARGE . 0050 $ _s - OTHER $ GRAND TOTAL DUE CJ ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ; SwimmingPool Septic Tank Well ; Sign Finish Floor Elevation Survey other CALCULATIONS and/or NOTES: CITY OF ifturze, &ad - 9 47G�(4 800 SENUNOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 PROPERTY DESCRIPTION TELEPHONE(904)247-5800 PST Or- FAX(904)247-5805 -� Lots#2ALv, Block #19S, Section # Subdivision: Street Name 1101 ^ 1 lOe DESCRIPTION OF WORK or Address : H II) I SC,US If in a FLOOD HAZARD Flood Zone: X area complete page 3 . ief Description) l&f) 54�m.Mf- Lj CD Lf, 4 �'` ss of Work: (New/ del/Addition: ZONING INFORMATION, I � Type of Construction : (3 Nlplbl,_IT�ILS �i� Zoning Proposed District Use: can Estimated Value $ M-:* L TN V- SZ.AIS� FAr►'" Exceptions or Variances Materials : -�►ss�c ST�C'CO� Fia �+ SWu Granted: 07k Solid or Filled Ground:fi"rp Roof Method of Heating: Wr_P--t' 1:;jmp OWNER INFORMATION ,pt"�__ / Property Owner : M_Inl L-L -o�1sT Phone: ,2L{'� - 3334- Mailing Address J415- Sca T►j beck ST Ti�C,K- t�,Ia 0 F i-. —zip: A2250 CONTRACTOR INFORMATIOINFORMATIONContractor : eJS5]F*,L1- C.4//11 C_7*157- Phone : 24.1 - ,S2)24- Mailing 3334-Mailing Address : 14- 15 '5 c -n4 3r-D S-T JAG K-��j y-'1 LLE , j=L_ . Ck zip : 32 2 So 6ilp Expiration q License Number : Cep. OInCoIC> Date : AUy 31S-T I(n I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT . ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH, WHETHER SPECIFIED HEREIN OR NOT . THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL , STATE OR LOCAL RULES , REGULATIONS, ORDINANCES, OR LAWS IN ANY MANNER, INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT THE PLANS AND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS 'SIRED. Owner Signature Al-, Date �jIR Contractor Signature Date ,L/ // z A��- �— Y 1 CITY OF ATLANTIC BEACH FACSMnrX TFI'A71S71'tTSS7.On TO F•OLLOV Fax FRO(r j- 7"14-T" wpAGES- 2- 0ATF- //-� �-�S - (Til FOLLOW) MESSAGE: SOO SENMI OLZ ROAD ATLANTIC BEACS,FLORIDA 32733-5445 , TELEMONE 0"247-SSM CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITE' WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TWENTY DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. BATHROOM GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY 6 BATE( (8) TUB OR SHOWER STALL (6) / 2_� 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) r LAVATORY (1) COMBINATION SINK AND TRAY (3) 1 WASHING MACHINE (3) POT, SCULLERY SINK (4) __LDISHWASHER (2) 2' WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) KITCHEN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) URINAL STALL, WASHOUT (4) BIDET O FLUSHING RIM SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) URINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) t Q.-- LAVATORY, BARBER/BEAUTY 1 ICE MAKER (1/2) ` SHOP (2) © LAVATORY, SURGEONS (2) SURGEONS SINK (3) JACUZZI (2) URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS $20.00 EACH $ �� d o JOB INFORMATION j( _�"r 14/ t-1 ,S ('V .S` �1/ CITY OF ATLANTIC BEACH Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT 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 CITY WATER SYSTEM. �—BATHROON GROUP CONSISTING OF SERVICE .SINK TRAP STAND WATER CLOSET, LAVATORY & BATE1 (8) TUB OR SHOWER STALL (6) / 21 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) COMBINATION SINK AND TRAY (3) t WASHING MACHINE (3) l POT, SCULLERY SINK (4) _j_DISHWASHER (2) 2- WASH SINK EACH SET OF FAUCETS (2) KITCHEN SINK (2) DENTAL LAVATORY (1) ___LKITCllN SINK WITH WASTE DENTAL UNIT OR CUSPIDOR (1) GRINDER (3) BIDET (3) URINAL STALL, WASHOUT (4) FLUSHING RD( SINK (8) COMBINATION SINK AND TRAY WITH FOOD DISPOS. (4) ORINAL, PEDESTAL, SYPHON JET DRINKING FOUNTAIN (1/2) BLOWOUT (2) ICE MAKER (1/2) LAVATORY, BARBER/BEAUTY I - Sr ^ SHOP (2) 4 SURGEONS SINK (3) ,._ —LAVATORY. SURGEONS (2) __JACUZZI (2) C� URINAL STALL, WASHOUT (4) TOTAL FIXTURE UNITS clw. Q $20.00 EACH JOB INFORMATION A1/jj/S G o 3 fir—. � - M1 . R ' 10t:2C�{•.�SS 'SN1 NGS .tom --� • Woa�'c�tyy IS" �ic�..r 7�1t.'O 5..�. �LbD• 1c1174i � �tTE • � ��1 IJAt�s �v"O.(.. t�"r 1%Dl�E•5 6e t r1 Ft t-6.P 8A`iT' �y�,l,,, StM�N N23 �—M?L.OtZIO '2�ZM L` \XV LVD. F�aSGu�. r 4"'t�%A. 'Sc¢titt�.,cr� V rut-4-r0 4.1 O.c. f I X 4 Fiz a u zi,: j wm .11W Fs�c�c K�ww L. staccr� ou aa„v. �� MTS_ .bA►'trti Nn►wn 'q�•os�E►'C {/EKTILAL- _Q-►► c3A-rf Ir�o�1 �x� SPS= �� 012 f►1'fE,�i. 2x4 Wr. Pty►-rdg w/ (ex�°1o.o w.w.wl.l ..l2'4A.%. db 77o 1 . ..• 12" r . i '1 SUMM�R CA�C�LATJOMS G�.ASS------------ ---- ' O5IEN AREA x BSPM = WOlNTS | TYPE SC Coo H! AREA x SPM x SOF = PDI,J75 ................._ .....______ ..._... __________________ N 26 ' 00 6� .8 I710. 8 CLR N 13. 0 38. 3 . 91 W6 . � | DBL CLR N 13.0 18 . 3 . 92 45n_ . 5 � 22 . 00 65 .8 1447 . 6 | DBL CKR . 93 061 . � 79 . 7 S 60 . 00 65 .8 3948. 0 | CBL CL�� 60. 0 66 . 2 , 87 34�1 . 4 . 15 x MND. FLOUR VIAL UASS = ADJ . x GLASS = ADJ GLASS | GLAS� QREA AREA FACFOR pClNT5 POINTS ---'--------------------------------------- -------------------- ----- - - ----- . 15 1 , 140 . 00 108 .00 1 . 58J 7 , W61 , 25� . 80 NOM GLA�S------------ ' AREA x AREA x EPM = PO� NTE -------- ---------------- --------- '------------------ --'--'----------- ------ -- - �A� LS---------------- ' Ext 1036 . 0 . 9 932 . 4 | E,t Wood Frame 11 . 0 1036 .0 1 . 70 1761 � ' DOORS---------------- ' Ext 40.0 L' . 1 244 . 0 | ExtWo.::! 20 . o 6 . 10 122 , } | Ext Wood �O . 0 6 . 10 12Z .� CEILINGS- ------------ ' JA 1�40. 0 . 6 684 . 0 � Uoder Att�c 30 . O 114C . 0 84 . 0 FLOORS--------------- ' 3lb 147 .0 -37 .0 - 5439 . 0 | Slah-on-Grade . } 147 . 0 -41 . 20 -6056 .4 'NFILTRAlIUN.......... ------- ' 114C .0 8 . 0 9120. v P'-actice *2 1140 . 0 8 . 00 ==========================================================================-==== lOTAL SU�MER �OINTS ' 16 ,793 . 2O TUTAL x SYSTEM = COOLING | TOTAL x CAP x DUCT x SYSTE! x [REDIT = SUM P7S �ULT POINTS | C[/MPON ULT �ULT MULT FO�K�S .... ....... ____________________________________________________________ �6, 793.20 . 37 6 , 233 . 48 | 11 , 752. 44 1 . 00 1 . 100 . 3W 1 , 000 4,395 .4 , ======,======.`==,===� ' ' ` ** INFILTRATION REDUC[ION PRACTICE CUMPLIANCE CHKCMlS7 �* COMPONENTS SECTION REQUlREhENM FCR SACH PRACTICE CHE�i� WRACTICE 01 606 . 1 COMPLY WIrH AL� INVILTRATION PRESCRIpTIVES. --- ---------------- ........----- .......... ------------------------------------------- ---- Windc6Maximum of n . 34 CFh oer linear foot of oPera�le sash crack ! inclydes sliding glass doors ) . ..........______________........._______________________________ 606. 1 Maximum of 0 , 5 CFM per sq . Q . of door arw : sclid Aojacant Doors core, wood panel , insulated or glass tours orly . E�ter�or Joints 606 . 1 To be caulkeW ' gasketeU , weather-stripped or other- & Cracks wise sea] ed . PRACTICE #2 606. 1 COMPLY WI �� pRACTICE 41 AND ME FCLLOWIVG ` _.........______ _.....________........________________________ ixterior Walls 606. 1 Top plate penetrations sealed . Infi1trstion ba--in: & Floors instal � ed . So] e plate/floor joint caulked or sealec _........ __________________ _________ Exterior Walls 606 . 1 Penetrations , joints and cracks co interior surfars & Ceil ��ngs caulked , sealed or gas�eted . -- ---------------------------------' ---------------- ------------- -----' -------- DuctWork 6O6 . 1 Ductwork in unconditioned sFace most is sealed . �.........�� Fireplaces 606 . 1 Epuipped with outsiue combustion air , dours and flue dampers . Exhaust Fsns 606. 1 Equioped wiOh dampers . Cosbustion devices see 606 . 1 .A. 2. - '----------------------------- ------- --------------------------'---- --- - - Combust�on 606 . 1 Be in pace ( except direcr vent ) Vrax Appliances air from unconditioned sp*cc , e: �aust to outsi�e. Cooking app1iances sha] l ba dampered and use intermiLtent iti �gr on . _... .....___________ _ �� OTHER PRESCRIPTIVE MEAWREE ( o'ust be n.et or excesded by all residencss. > *� .......... ........ ________________________ Water Heaters Table Switcn or rlearly marked corcuit breaker ( electric ) or cuuoff (gas ) must be provided . External or built in heat trap reouired . _.........____ __..... __________ ____ Swimming Pools 612 . 1 Spas and Mated poois pust have covers (except sola'- & Spas heatedop-commercial pools must have a puwo tiner Gas spa & pool heaters must have a minimum theroal efficiency of 78 on-rent ., ______________ __________________________________________________ 5hnwe- Heads 612. 1 Water tlow must be restricted to no more thar 3 cow ions per mA�`ute at 80 PSIS . �VAC Duct 610 . 1 All ducts, fittings, mechanical eqyipment an0 Corytruction chambers shall be atvached , sea] ed , i. 's lnsulation & ulated an'j ins+alled in accordance vItv the cr-ter� * Installation of Sectior & W0 . 1 .ABC. 3 . Ducz in attics most be insulated to a minimum rf 4-6 . mr hanLlers shall not be i''stalleN i/` attics uoless in mecharic&) closet . HVAC �ontrols 607 . 1 Eeparate rea�ily accWsi13p mcnu�l ur automa7ic the~ocs+at fw, a. cb system . -------------- -`--------- - --- ----- ----------' - --- -- -- ----------- - `--- ---- Insulatum 6�« . � �eil 'ng� '/`ini*ur ��-19 . Comnmn Walls Fra�e o- �1 cr WINTER CALCULATlOFS === BASE === | === A5-BUILT === GLASS-------- -------- | ORIEN AREA x BWPM = POINTS | TyPm SC ORIEN APEA x KIM x AOF D�K� E � 26. f: 6 DBL CLK N 13.0 7 .3 1 . 12 1o6 . � | DBL C�R N 13.0 7 .3 1 . 12 106 . 4 E /2 . 00 -10 . 6 -233. 2 E 60 . 00 -10 . 6 -636. 0 | DBL CL3 S 60 .0 -28 . 4 . 94 -1609 6 �5 x COMD . FLOO|\ / TOTAL GLASS = A�J . x GLASS = ADJ GLAS� � OLAS5 AREA AREA FACTOR POINTS POINTS ) �DINT� . 15 1 . 140. 0� 108. 00 1 . 583 -1 , 144 .80 -1 ,812 . 60 1 1 , 556 .�, NON GLASS------------ � AREA x BWPM = PO]NTS � YPE R-VALL}E AREA x WPM = PO��lS ...._.....__________________........._______________________ ___ WALLS-------- --- ----- | _ Et 1036 .0 2 . 2 2279 . 2 | Ext Wcod 0 1036 . 0 3 . 70 �83" 2 DOORS---------------- � Ext 40. 0 12.3 492.0 Ext Wood 20 . 0 12. 30 | Ext �ood 20 . 0 12 . 30 247 .0 ��ILINGS-- ----- ----- � UA 1140 .0 � .2 1368 . 0 � under Attic 3V .0 11 . 0 1 . 20 13� 8 . � ' �LOORS --------------- | �lb 147 . 0 8 . 9 1308 . 3 | Slab-on-Grade ' 0 147 '0 �8 , 80 276� � ` ' lNFILTRATION--------- | 1140 . 0 7 .4 8436 . 0 | Practice �2 1� 40 . 0 7. 40 8436 . 0 TUTAL WIN�ER POINTS | 12 ,070 .90 TUTAL x SYSTEM = HEACRZDIT = HEATl�6 �I� PTS MULT POINTS COMpON RAT [O MULT MULT M�LT pOI�!TS ............ _______ _____________ 12 ,070 . 9� , 55 6 , 639. 00 ) 15 , 336 , 41 1 . 00 1 . 100 . 500 1 ' 000 8435 (�2 . ENERG� �i|IDE Fnr getailed 'nformation cf t�e EPI rating number or ro7 any ITEM listed , as" your Builder for EPA= �9. 9 DCA Form 600A-93 or Form 6005-93 0 1O 20 30 40 5� 6'� 70 80 90 � 00 | ----------- -------------------------X- | The maximum allowable tPI is 100 . / he lc`wyr the EPI the nore ef+icient the hoc/e FIE SI0MTIAL EVERAY PERFORMINCE IRA rING SHEET ITEM HOM[ �ALUE iow Efficiency High EffAcien�` SIAGL CLR DBL TI^!T WINDOWS. . . . . . . . . . . . . . . . . . . . . Double Cvear | ----- --------X-----'- ! IASULAT}ON. . . . . . . . . . . . . . . . . . H-10 R-�0 Ceilinq R-Value . . . . . . . . . 30 .0 | --------------------X R-0 R-7 Wall [-ValLoy. . . . . . . . 11 .0 | --------------------X | Flonr R-Value . . . . . . . . . 0 .0 | X-----------------'-- ' AIR CONDITIONER. . . . . . . . . . . , . 1� . 0 SEER 17 . 0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .0 | X-------------------- � 9 . 7 EER 1�. 0 |�EATING 6ySTEM. . . . . . . . . . . . . . 6 .8 HSPF 12 . 0 Electric CDP/HSPF . . . . . . . . 6. 2 | X------------------- ' 0. 78 AFUE 0 . 90 Gas AFUE . . . . . . . . . . . . 0 .00 ' --------------------- ' SATER HEATER . . . . . . . . . . . . . . . . 0 . 88 0. 96 Electric EF . . . . . . . . . . . . . . 0 . 88 -------------------- E::F . . . . . . . . . . . . . . ------------------- EF . . . . . . . . . . . . . . 0 . 0{' | --------------------- ' 0 . 40 0 . 80 Solar EF. . . . . . . . . . . . . . ` CTHER FEATURES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I �ertjfy that these energy saviqg featcres repuired for the Flcrida Erergy Code have beer Anstalled zn this house. Buider Signature: __ Flo�ida Energy Code fo- Building Constructior - 1993 Florida Department of Community Affa� rs Fi -EPL C[RD�3 ` WATER HEATIHG === BASE NUM OF x MU�T = [OWL | TANK VOLUME EF TAOK x VUL [ x CREDIT = lO-+L BEDRMS � RATIO �ULT 3 3803 .0 11 , 4O9 .00 | 50 . 88 '}00 3803 . 0 1 .0(` 11409 . X0 SUMMAkY AS BUILT === CJOLINS HEATING HOT TOTAL | COCLING HEATING POT WATsR r54AL PO{NTS + POINTS + POINTS = POINTS POlN[S + 10731N795 + POINTS I7S _... .....________________ _ _ 6213 . 5 6639 .0 11409 .0 24061 . 4C | 4395.4 8435 .0 1.409 . 0 24 ,239.4» =============================================================================== ***************** * EPI = 99 .91 * MNERGY ror detailed informat1nn W the EP[ rating number or for any !TEN listed , ask your Builder for EP7= 99 . 9 DCA Form 600A-9J or Form WOW V3 0 10 20 30 40 50 60 70 80 90 100 | ------------------------------- --------X- | Ino maximum allowable EPI is 100. The lower the EPl the more efficient thn ho�c RESIDE�TIAL ENER8Y PERFORMANCE RwTING SHEET ITEM HUME VALUE Low Efficiency High Effici-rzy ` SING . CLR DBL TIMT WINDOWS. . . . . . . . . . . . . . . . . . . .Double Clear | -------------Y------- � INSULATION . . . . . . . . . . . . . . . . . . R-10 K-3{' Ceiling R-Value. . . . . . . . . 30 .0 | ---.............--------..... -----X � R-0 R-7 Wall R-Value . . . . . , . . . 11 . 0 | --------------------� � R-0 R-19 Floor R-ValuE . . . . . . . , . 0 .� | X-------------------- | AIR CONDITIONER. . , . . . . . . . . . . 10. 0 SEER 17 . 0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .0 � X------ ------------- | 9 . 7 EE� 16 , 0 HEAT[NG SYSTEM . . . . . . . . . . . . . . 6. 8 HSFF 12 . 0 Electric CAD P/FWD F . . . . . ' . . 6 8 � X-------------------- ' ' 0. 78 AFUE � . 93 Gas AFUE . . . . . . . . . . . . 0 .00 � --------------------- � W�TER HEATER . . . ' . . . . . . . . . . . . Electric EF . . . . . . . . . . . . . . 0 .88 � X-------------------- � 0 . 54 C . 90 0 . 4} 0 . 80 SoiarEF . . . . . , . . . . . . . ' -----'--- -'--------- | �THER FEATURES . . ' . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . I certifv that these eneryy saving featu,es required for the U� orida �nergy Code have �een installed j � this hruse . Builder 7/y_) wty/lip_____ Florida Energ`/ Code for Building Constr:zticn - l993 Florlda Deoarment of Community A! fairs F''-EPL CcPl�� SERIAL # 5��4 * 9ESM4NUJ / ci * �� 1-13-�995 WHDLE �OUSE HEAT GAIN / HEAT LOSS CALCULATI[N US1NG FLA/R[S( c ) DATA FILEE (BASED ON A . C . C . A. MANUAL J - SEYENTH EDITION ( c ) 19O6 by A. C . C . A . ) ..................... ........... ......�� ... ............................ ....................... .... .........._ ..... _--- -- --__�' L%.!,. '�� ' -_-- - -_-___--_--_-_-------------------------'-------'---�--'---'---------------' 8LDIS.-{n,All K--�� Conditioned Floor Area : 114O SF GLASS/SF RATIO * Climatic Conditions & Design Conditions * _..........___________ Geograohical Location : Florida | Jacksonville North Latituce / Elevatiop | 30 Deg . / 24 Ft . Above Sea Leve* Outdoor Winter Dry Bulb | 32 Deg . F Indoor Winter Dry Bulb | 70 Deg . F Winter (Actual ) Temp . Diff . 3S Deg . F Winter Temp . Diff . ( wTd > | 40 Deg . F Outdoor Summer Dry Bulb | 94 Deg . F Putdoor Sumyer Wet 800b | 77 Deg . F Outdoor Summer Hum . Ratio Gr/Lb lndoor Summer Pelaltive Hum . Indoor Summer Design Gr/Lb. | 49 �pdoor Summer Dry Bulb Indoor Summer We Bul62,3 Deg . F� @ 64 Gr/Lb Summer Daily Range Summer (Actual ) Temp . Diff . | 19 Deg . F Summer (User Sel ) Temp. Diff . ( s Fd 20 Deg . F ............ ... _... _________________..... ___ ______ * HEATI�G SUMM4RY HIBDUP . DAT * COOLING SUMMARY � SUBTOTAL : 18938 .00 ! STRUCTURE SENSIBLE 9022 . 16 | MECH . VENT- l50 Cfm : 3135 .00 | SENS. + MECH . VENT : i257 . 16 | TEMP . SWING @ 3 DEG . : 1 .00 | �LCUPA�T/APPLIANCE : 3000 .O0 DUCT LOSS : 9M. 90 | DUCT GAIN : 150 . 72 TGTAL LOSS/BTUH : 198S4 90 | TnAL SENSIBLE : 16672 .GB | VOTAL LATENT : 8593 . 42 | SENSIBLE + LATENT 25266 .�0 201 OVERSIZE FACITOR : 3976 .98 ; 2O% SENS.OVRSZE FTR; 5334 ' 58 ALTUAL + 20% OVERSIZE ; 23861 .88 ! TENS , + 20% OVERSIZE : 20007 . 46 * EgUIPMENT SELECTION * EOT MANUF____........................_�_____ 4T8 0140- All? HTG OUTPUT11TG .. TO Ell; _ ______��LG CFM____________________________________lYPE________ * LJAD CALCULATIOM * TYPE lnside 5hade 3c Area Loss/Btuh pal Alp tuh GLASS South Double Cl60.00 1740 .00 500. 00 North Double Clr Drapes/Bllnds 1 13.90 377.00 208.00 North Double Clr Drapes/Blinds J 13. 0O 377 . 00 209. 00 East Double Cir Drapes/Blinds 1 9 .00 261 .00 M4 .00 East Double Sir Drapes/Blinds 1 13 . 0c 377 .00 508 . VC Infiltration : Winter Htm ( 31 . 7 ) x 108 .00 3423.60 lnfiltration : Summer Htm ( 7 . 92 ) x 108 . 00 855 .3� � R-Value Area Loss/3tuh Gain/D�uh W A L L Woroo Flun Stud - Ext . 11 1036 . 00 372Y. 60 2590 . 00 DO O R S--------------------------- - -- Solid cure/woun Core/Wood Ext . 0 20. 00 570 . 00 254 . �0 Solid Core/Wood - Ext . 0 20. 00 570 .00 254 . 00 In -iltration :Winter Htm( 31 . 7 ) x 40. 00 12680 lnfjltration : Summer Htm( 7 . 92 ) x 4(' . 00 316. 80 _.......... ______ SUBTOTALS : 40 .00 240G. 00 G24. Ri C E I L l K G S--------------------------------------------------------------- knKer Attic 30 1140 . 00 1482. 00 1824 . iC F L O O R wah DI on Grade 0 147 . 00 Lin . Ft . 4762. 80 w{'0. 3 ) * TOTAL STRUCTURE SENSIBLE * ------------------------------------ 399M . Co 9072Z6 9O22Z6 � ' If INF�LTRATION REDUCIION PRACTICE COMPLIANCE CHECKLIST Ti COMPONENTS SECTION REQUIREMEN[S FOR EACH PRACTICE C�EC< PRAC-IM Q1 w06. 1 COMPLY WITF ALL lNFILTRATION PRESCR &TIVES . ..........____....._______............. .........._____________....._.....____........_____________________ _____ Windows 606. 1 Maximum of 0 . 34 CFM oer linear foot of operab1e sash crack ( includos sliding glass doors) . ..........___________________________........ _____________.....____________________ _ �xterior & 606 . 1 Maximum of 0 . 5 CFM per sq . ft . of door a~ea : solid Adjacent Doors core , wood panel , insulated or glass dcors only . --------------------.........----------------------------------.....---------... ........ --------- Hxterior Joints 6o6 . 1 To be caulke& , gasketed , weather-stripped or c'�her' & Cracks wLse sealed . _..............._... ...... ... _______________ ..... _ PRACTICE #2 606. 1 COMPLY W[TH PRACTITE #1 AND THE F�L'-OWING� ----------------------'-------------'--------------------'------------------ - Exterior Walls 606. 1 Top plate penetrations sealed . InfiMat�on barrjer & Floors insralled . Sule phate/floor joint caulked or seale : . Exterior Walls 606 . 1 Penetratiors , jcints and cracks on interior surface & Ceilings cau} ked , sealsd or gasketed . ___ ..._... __________________.......... _________ ________ __________________ ___________ ___ DOct Work 606 . L Ductwork in unconditiuned space must be sealed . ....._... _______..... _____________ _____ Fireplaces 606. 1 Equipped with outside combustLon air, doors and Que dampers . Exhaust Fans 606 . 1 Equipped with dampers. Combustion devices sea 606 . 1 .A. 2. ........._______..... _____________________________________________________________ ___ Combustion 606 . 1 Be in unconoitioned space (except direct vent ) , �raw Appliances air from unconditioned space , e:haust to cutsid& . Cooking appliances shall be dampersd and use intermittent �'gnition . _....._____ *x OTHER PRESCRIPTVZ MEASURES ( must be met or exceeded by al4v _... _........ _ __.... ........ ______ _ _________________________________ _____ Water Weaters 612. 1 Comply with effi`=rcy requiremenzs in Tab1e 6- n2 . Switch or clearly marked circuit breaker ( electric ) or cuto"f ( can ) pusn be provided . External or b,il � in heat trap required . -----------------------------------------------------------------...... ... -- -----' Swimming Pools 6±2 . 1 Spas and heated pools most have covers (except sola' & Spas heated ) . Non commercial pools Mus+ have a punz tiser. Gas spa & uool huaters must have a minimum thermal efficiency oi 78 percent . .........___________________________________________.......... ____ __ Shower Heads 612. 1 Water flow must be restricted to no more thai 5 ga�- lons per minute at 80 PSIO. _..........___________________________________________ ....________________ ___ _ WAC Duct 610. 1 All ducts , fittings , mechanical equipment and ple�um �onstruction chambers shall be mechanzcal ��y xttached , sealed / ins Insulation & ulated and installed in accordance with the criteri ' ) nstallation V 6ectio-' 6./0 . z . AGC . 2 & 610 . 1 . A8C. I . Duct in attics must be insulated to a m�nimun of R-6 . Air handle shall not be installed in attics onless in nechan . cal closet . ............._________________________ _ ...... __________________________ HVAC Con�r�ls 607 . 1 Separate readi / y eccos�ible nanual or automatUc thernosKat system . --------------- --.....- .....--- --------------------- -------....... ----------- -------'`- ---- Insulation 604. 1 Ceilings omso.� Walis - F,nre �......... ��` �� `�� SUMMER CALCULATIDNS === BASE === | === AS-BUILT === PLASS---------------- | ORIEN AREA x BSPM = POlNTS | TYPE oC ORIEll AREA x SPM x SUF = PD] NT _..............______---.....____________________.....__........___________.....______ ____ N 26.00 65. 8 1710. 8 1 DBL CLR N 13 .0 3G. 3 . 92 | DB� 13 .0 38 . 3 .92 65.8 3948 . 0 | DBL CL ,' S 60 .0 66 .2 . 87 3461 . 4 W 22 .00 65 .8 1447 . 6 | DBL CM W 9. 0 79.7 ' 93 664 ,9 � DBL CL W 13 . 0 79 .7 . 93 96V . � ............. ........... .... ... ..._____..............____________.........________________..............._.......... _________ . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLA5S = ADJ G�ASS ! 5L�SC AREA AREA FACTOR POINTS POINTS | nil INr� ............ _________..............______________ _ ............_______________....._____________ _________ . 15 1 , 140 .00 108.00 1158J 7, 100 .40 11 , 251 . 80 | 51999 .64 MON GLASS------------ | �REA x BSPM = POINTS | �YPE R-VALUE AREA x SPM = PPINTS _.........______.....______________....... _....._______........._____________ NA�LS---------------- | Ext 1036 .0 .9 932 ' 4 | Ext Wood Frame 11 . 0 1036 .0 1 .70 1761 � DOORS---------------- | Ext 40 .0 6 . 1 244 . V | Ext Wood 20 .0 6 . 1b 122 0 | Ext Woo..:! 20 . 0 6. n0 122.') ` CEILINGS------------ � UA 1140 .0 .6 684 . 0 Under Attic 30. 0 1110 . 0 . 60 A84 ,0 FLOORS--------------- � SID 147 . `) -�7 .0 -5439 . 0 Slab-on-Grade . '} 147 . 0 -41 . 20 -6956 4 ' INFILTRATION--------- 1140 8.0 9120 . 0 Practzce #2 1140 . 0 8 .00 9120 . � =============================================================================== TO�AL SUMMER POINTS � 16 , 793 . 20 | 11 ,"524� =============================================================================== TOTAL x SYSTEM = COOLING TO71AL x CAp x DUCT x SYSTEN x CREDIT = EM 42 SUM PTS MULT POINTS ! COMPON RATIO MULT MULT MULT PC K'; ........_____________.... ____ __ 16 , 793. 20 . 37 6 , 213 . 48 | 11 , 752 .44 1 . 00 1 ' 100 . 340 1 . 000 4,395. 41 =============================================================================== WINTER '�ALCULATION� ============================================================================ === GLASS---------------- | ORIEN AREA x BWPM = POINTS | TYPE 6C ORIYEN 4REA x WPM x WOF = P[TN�S -------------------------------------`----------------------------------'------ N 26 .00 -10 . 6 -275. 6 | DBL CUR N 13. 0 7 . 3 1 , 2 106. 4 | D8L CLRN 13.0 7 .3 1 . 12 1J6 . � S 60. 00 -10 . 6 -A36.0 DBL CLR S 60. 0 -28. 4 . 94 .1 W9 W 22. 00 -10. 6 -233. 2 ! DBL CLR W 9 .0 -9 . 2 .79 -65 ' 3 | DBL CLR W 13 .0 -9 . 2 ..........________....________... ... ____________________________________________________ . 15 x COND . FLOOR / TOTAL GLASS = ADJ . x GLASS = �DJ SLASS | SLA�S AREA AREA FACTOR TS POINTS | pOIN '5 ...._....______________.........._________________________ _ . 15 1 , 140 .00 108.00 1 . 583 -1 . 14� . 80 -1 , 812 . 60 =============================================================================== NON GLASS------------ | AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POI|�T� ......... ... __________________ �AL�S---------------- | �, t 1036.0 2 ' � 2279.2 | Ex� Wood Frame 1� ' 0 1036 . 0 3 . 70 3837 . 2 �OORS---------------- | �xt 40.0 12 . 3 492 . 0 ! Ext Wood 20.0 12 . 30 24�. 0 | Ext Wood 20 . 0 12. 30 246, : C�ILINGS------------- | L/A 1140. 0 1 . 2 1368 . 0 | Unum- Attic 30. 0 1140 .0 1 . 2� 1368 . � �LOORS--------------- | Sib 147 . 0 8.9 1308 . � | Slab-on-Grade . 0 147 . 0 18 . 80 27M , 6 1140 .0 7 . 4 8436.0 | Practice 42 1140 . 0 7. 4w 8436 .0 � OTAL WINTER POIMTS | 12 ,070. 90 | 1j,336 . v TJT�L x SYSTEM = HEATING | TOTAL x CAP x DUCT x SySTEM x CREDIT = 1EA7I�((i W[N PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ----------------------- -------------------- ..................... --------------............. ------------' 12,070 . 90 . 55 6, 639 . 00 | 15, 336 . 41 1 .00 i . 100 . 5O0 1 .000 8 ,43w. 3� . W4TE� �!EATING TOTAL | TANK VOLLiME EF TPKk x MULT FT 1) BEDRMS � RA�IO MULT -----------------------------.......... ---------.....-----------------------------'------' 3 3803.0 11 , 409 .CC � 5O . 88 1 .000 3803 . 0 1 . 00 11 , 409.00 SUMMAHY === BASE === | === AS-BUlLT === ============================================================================== COOLING i- PAT ING HOT WATER TOTAL | COOLING HLATING HOT WATFR T]T�L POTNTS + PUT, 10 + POINTS = POINTS POINTS + POINTS POINTS = PGIN7��: _..........___ ... ................._ __..... ........______ _........ __________________ ___________ 6213 . 5 6639 .0 11409. 0 24 . 261 . 48 | 4395 . 4 8435 .0 11409 .0 2�, 239. u4 =============================================================================== ***************** ` ENERG/ GL!IUE For detailed information of the EPl rating number orfor any ITEM listed , zsk your Builder for DCA Form 600A-93 ' or Form 600B-93 0 1a 20 30 40 50 60 70 80 90 100 ' ---------------------------------------X- ' . . The maximum al1owable EPI to 100. The lower the EPI the more efficient the ho�u RESIDENTIAL ENERGY pERFORMAMCE RATING SHEET ]TE� HOME VALUE Low Efficiency High Efficie-c� SINGL CLR CBL TINT WINOOKS. . . . . . . . . . . . . . . . . . . . . Doubly Clear | -------------X------- | INSULA[IOM. . . . . , . . . . . . . . . . . . R-10 R-30 Ceiling R-Value . . . . . . . . . 30 . ------X | R-0 R-7 1611 R-0 R-19 Floor R-Value. . . . . . . . . 0 . 0 | X-------------------- | AIR CONDITIONER. . . . . . . . . . . . . l0.0 SEE� �7 . 0 SEER/EER. . . , . . . . . . . . . . . . . . 10 . 0 | X-------------------- � 9 . 7 EER 16 . 0 HEATING SYSTEM. . , . . . . . . . . . . . 6. 8 HSPF 12 .0 Electric COP/HSPF . . . . . . . . E. / X-------------------- | 0. 78 AFUE 0 . 90 Gas AFUE . . . . . . . . . . . . 0 . 00 -------------------- | WATER HEATER. ' . . . . . . . . . . . . . . 0 . 88 0. 96 Electric EF. . . . . . . . . . . . . . 0 .88 | X-------------------- | 0. 54 0 , 9� Gas EF . . . . . . . . . . . ' . . 0.n0 � -------------------- - 0. 40 0 .80 Sonar EF. . . . , . . . . . . . . . | --------------------- | OTHER SEATURES . . . . . . . . . . . . . . . . . . . , . . . , . . . . . . . . . . . . . . . . . I cervify Mat these energy saving features required for -qe Florida Energy Code have beeninstalled in this house . Bui | Jer ure : ate: /OMA City/Zip______________ Florida Energy Code for Buildicg Construction - 1993 ENERGY �UlDE For 1-tailed information of the EPI rating number orfor any ITEM listed , ask your Builder for EpI= 99 . 9 DCA Form 600A-93 or Form 6C0B-93 0 10 20 30 40 50 60 70 8{ 90 n0u ' ---------------------------------------X- | Tho maximum allowabie EPI is 100. The lower the EPI the more efficient the home REGIDENTIAL ENEKGY pERFCAVIAN:1E RA'.'ING SHEET �TEN cw Efficiency High Efficjeccy SINGL CLR DBL TW NT�DO�S. . . . . . . . . . . . . . . . . . . . . Doube Clear ------------- lWT.ATIEFA . . . . . . . . . . . . . . . . . K-10 R-30 Ceiling R-4a1ue . . . . . . . . . 30 .0 ! --------------------� | Wall R-Va!ue . . . . . . . . . 11 . 0 | --------------------X | c R-O R-1 Floor R-Value . . . . . . . . . 0 , O | X-------------------- ! AIR CONDITIONER. . . . . . . . . . . . 10. 0 SEER �� . 0 SEER/EER . . . . . . . . . . . . . . . . . . 10 .`) | X-------------- ---- -- } 9 . 7 �EH 16 . 0 �EATING SYSTEM . . . . . . . . . . . . . . 6. 8 HS�F 17 . t E�ectric COP/HSPF . . . . . . . . 6 . 8 | X' ------------------- . 0, 78 AFUE 0 . 90 WATER HEATER , . . . . . . . . . . . . . . . 0. 88 0 . 96 E�ectric EF . . . . . . . . . . . . . . 0 .88 | X-------------------- | 0. 54 0 . 90 Gas EF . . . . . . ' . . . . . . . 0 . 00 � --------------------- | 0. 40 0.8� So�ar EF . . . , . . . . . . . . . . � -------------......... ------ | 3THER FEATURES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 ertify that these energy savinc features required for the Floriba Energy Code have been znstalled in this house. Bu. lder _ Addrens : _______________________Si�nature : __m��/^�__-�^�^��°��`�-__--_/ ate: _//� ��/_' _/ Czty/Zip________ _______________ Flo/ iwa Energy Code fo7 Buildjpg Construc � i'zn - 1993 Florida Department of Community Affairs FL-E 3� 47, J ^ . � S�RlAL � 5�04 WH�LE HOUSE � HEAT GAIN / HEAT LOSS CALCULATI2N USIM FLA/9ES ( c > ]AT4 FlLES (BASED ON A . C. C . A. MANUAL J - SEVENT� QUIMN ( c ) 1986 by A . C .C. A . ) _........ ____________ F��F/[LJEAC.T. AH]�B_I>Uf��__-____-_- ----_-_�-_--___'_--______ ................................ ...............---....... ....... ....- ................_........ .... ___................... ............. .......... ... __-_ �----- -'-----------'-- ... -....... ------�------- - _. _ ...... _._-�_--- --__'_ _--__-----_-_-____ ----_...-.......................... .......................... ' ....... ........ ......_ ......... - .... ......... ................... .............. ......................... ' Conditioned Floor Area : 1140 SF GLASS/SF RATIO = 09% � Cl �matic Conditions & Desigc Conditions * .......... �� Geogr�phical Location : Florida | Mcksonville ________________________ _________________ N.zrth Latitude / Elevation ) 30 M . / A Ft . Above Sea LeAel Outdoor Winter Dry Bulb | 32 Deg . F Indoor Winter Dry Bulb 1 70 Deg . F Winter ( Actual > Temp. Diff . | 38 Leg . F Winter Temp. Diff . ( wTd ) | 40 Deg , F Outdoor Summer Dry Bulb | 94 Deg . F Outdoor Summer Wet Bulb 77 Deg . F Outdoor Summer Hum . Ratio Gr/Lp | 114 Indoor Summer Relaltive Hum . Indoor Sumner Design Gr/L�. | 49 Indoor Summer Dry Bu1b Indoor Summer Wet Bulb ^ 62 . 3 Deg . F @ 64 Sr/Lb Summer Daily Range Deg . F - L Sunmer ( Actual ) Temp. Diff ; 19 Deg , F Summer ( User Scl ) Temp. Jiff . ( sTd ) | 20 Deg . F .........____________________ * HEATING SUMMARY * HI8DL'P. DAT * COOLINO SUMMARY * SUBlDTAL : 18938 .0� STRUCTURE MUM iE : 9022 . 1� : & CH. VENT- 150 Cfm : 3135 .00 | SENS . + MECH . VEOT : 12157 . �6 / T'�MP .SWING @ 3 DEG . : 1 . 00 � OCCUPANT/APPLIAHCE DUC946. 90 UCT SAIN 515. 72 TOTAL LOS5/BTUH : 198n4 . 90 ! TOTAL WNSlBLE 1V672 . 88 TDTAL LATENT : S593 42 | SENSIBLE + LVENT 2�% OVERSIZE FACTOR : 3976 . 98 | 20% SMS' OVRSZE FTR7 3331 , 58 A'�TUAL + 20% OVERSIZE : 23O61 . 88 ! SEN6 . + 20% GVERSIZE ; 20007 . 46 * EQUIPMENT �B-EC� IO� , EQl _______CU _________AFU HTG �NPUT___________f�TG O�!�PU [__� _ _____�TG CFM_____�AFUE/HSPF_________ SEN�lBLE CL6LAT�NT CL�GTOTALONAGE_ (V !EEF: /GLA KF V! ............_ ........ LOAD [ ALCUL � 7ION * TYPE Inside Shade Sc Area Los4./3tuh 6ain/Btsh ELASS Scuth Double Clr Drapes/Blinds 1 60 .00 1740 .00 1506 . 0C North Doub1e Fir Drapes/Blinds 1 13.00 I77 . 00 208.M Nort� Double Clr 13.00 377 . 00 205 . �0 East Double Clr Drapes/Blirds 1 9 . 00 261 .,00 41� . 00 East Double Clr Drapes/6linds 1 13 0 0 377 . 0�,'I 598 . 0 Z 2 I101trarion : Winter Htm ( 31 . 7 ) x 108. 00 7423 . 60 I�filtra�ion � Suome, Htm ( 7 . 92 855 V. 1alue Area Loss/Btuh Gair/Btuh �i A L L S---------------------------------- - ------------------------- -------- kood St�d - Ext . 11 1036 .00 0 . 0C V2 U R S�-'------- ------ ----------------------------------------------------- Solid Core/Woob - Ext. 0 20 .00 570 .00 25� .00 �olid Cnre/ Word - �xt . 0 ��. 00 570 . 00 254. 00 a7ion 70nter Htm ( 31 . 7 ) x 40 . 00 12680 }�filtration :Summer Htm ( 7 .92 316.80 _..........___ S�BTO�ALS: 40 . 00 2402.�0 824 . 80 CE I L l � G S- --------- -------- ---- ---------------------------------- ------ �nder At� ic 30 1�40 .00 |482 . 00 1824 . 00 --- ---------- ---------------------------------- .....-...------- - on S-ade (/ 147 . O0 Lin . Ft . 4762 . 80 000. 0(` � TOTAL STRUCTURE SEW LUT * .... ......._________.....___ 18938 .O0 9C22. 16 ---- ---- --- - -'-----'----'----------------------------.........-----'------------ --- as-n• _� — — _--.� • Ld��5 LoT#w I I 1 U Q � m II oil � Ii =�. .0 PASO +� � o o a I � 1 ,•- tt SI i• BACK q'-c• d'-c• �� , I r I \C NDS , [CC,\Y , , , I � �•-a aj•-� i -a is-o� '1 I 1 lo_ A G 1 Q u• .max HBISCUS STREET DEAN PJSSELL COINSTRUC TICA, �^,ItAI\T1C B•E=ACH i PLOT PLANT ALL d _t..i FLOODPLAIN DEVELOPMENT INFORMATIOt/ Type of DevV1opmVnt1--_1=, -,�_--�� -_.. x----..----------- Flood Zones----,,,--x----------------- Required Lowest Floor Bievationi-_ It building is located within a flood hazard zone, a survey xui:t be made AFTER THE SLAB HAS BEEN POURED, certifying that tho LOWEST FLOOR ELEVATION Io equal to or above the bac& flood elevation established for that zone. No final inspection will be wade and no certificate of occupancy will be issued until the survey is on 911& with the Building Department. COMMENTSi Applicant Acknowledgements I understand that the issuance of this permit is ooatingent upon the above information being correct and that the plan's and supporting data have been or shall be provided as required, t agree to comply with all applicable provisions of , Ordinance Ho. 25-7-li and all other laws or ordinances affecting the proposed development. Date-1,f/Z� /-f rApplieant's Signature _ _ -------------- ------------------------------------------- .�------- Department Use Required Lowest Floor Elevation ---------....... As Built Lowest Floor Elevation ................. Survey Filed with Building Department ........... SuildinQ Departwent Representative page 3 i TREE RENOVAL APPLICATION SECTION A - APPLICATIONS MUST BE RECEIVED BY CLOSE OF BUSII,,,, SS TUESDAY BEFORE THE MEETING! 32 5- rroperty Owner ' s Name Adaress . Telephone LIC-7t o►.r Location of Tree Removal/Site Alteration SECTION B - (To be completed by applicants whose property is zoned _ residential , includes an existing dwelling, and which is not presently owner-occupied) 1 . what changes are proposed to the above specified site? Z . jrcp— t is the pure these proposed changes? cees pro osed a 1 s fol s: r-TSpe ies ise(DBH x HOT) tT FmO ondition I 4 . 4i1 1 t se t ees r ocated on the same property? 5 . if not , Will replacement trees be planted? 6 . Specity proposed replacement trees as follows : Tree Count Species Size(DBH x HGT) Attacr, site pian. (Note: All trees proposed for removal amst be marked on site by red tape ^r flagging) . I SECTION B - (All other Applicants) Property Zoning: 2 . Submit the following: SITE FUN/TREE IGURYSY indicating: a) Site topography, existing and proposed grades b) Existing and proposed structures c) Location of all trees w/DBH of six inches or more d) Tree species and sizes e) Trees to be removed should be clearly marked t ) Trees to be relocated should be clearly marked 9) Location of any proposed replac*mnt trees h) Identify trees of special or unique characteristic i ) Iaenify trees within 10 feet of construction areas j) Show location and type of tree protective barriers k) Location of utilities, accesses and easements 1 ) Location of vehicle travel corridors M) Location of commercial sprinkler/irrigation systems n) Landscape maintenance plan (eomercial only) o) Staging areas for equipment and material storage s . All trees identified for removal must be marked on site by red fiagging or tape. SECTION C I agree to comply with the rules and practices established in chapter 23, krtici.e II bf the code of Orainances of Atlantic Beach. Af Owners Signature Date CITY USE O !L Applicant has complied with all provisions of Chapter 23 and requirements of the Tree Conservation Board. Tree Conservation Board Designee Date NOTE: "Tree Protection for luilders and Developers" is available at City Hall or from the Division of Forestry, 8719 best Beaver Street, Jacksonville, FL 32220. (781.1434) t IAF' 5HOWI S 13URVE`,#` OP 1/7 C.r Fz LOT" 2 rC>c3 E T H Fz Vl (T t-► (,_.OT" -_-11141 5 20d G 195 ST�+��hJ ..H .. ,A I -.,L" acralc ►e� P4<Zpg� 34 c�� THl= �L�f2N-r PUC3c^IG 2ECP�� car C )vca,l... Gr✓R7-r1=+eE:D Tta Z►oN C-OHPAO,jY ( rr �bY 1 LoY L __ S hG' weoo 56Y 1.t. 36,9 j .0 FOUNO LG3 Vtoyy t.P. g os G•Co'Yo.�a/r c5o ' 3295 ! TV--AeLit V ,� L-0T t V A_ u ( u J FouuP t L.oT 3 vZ r.P f tll•3 Ns L'or � H O 0 a In t-oy 4 - N Lay a %i'r.r•• ' y Q day IZI J In a h �O �L o� O �-Q •1®9 � � 'r"12.Q A FPRo2�r+.J<IL O P' 17iT4 FI V r--•-r3-�_�� ES 'LAZA Cwo-r OPEr.>� 7T S HES Y ANDY G lkg S "IDA LICENSED SURVEYOR AND HAPPER. PHIS DRAW ING.SKEYCH. r R LL 1 rNT- -24 '5" - - 14 ' 7" --� n c� c- `. N CJ13 CJ12 x CJ11 � w rn Ln N v EJ14 W r-+ to to W F.+ EJ 14 N v rn Ln A a ca CJii x CJ12 CJ13 C- r zo " N W n DESIGNED BY: JOB DESCRIPTION: JOB LOCATION: .. Z AMB DWR #4554 L/465/HIBISCUS 0 (4554) WRH 7'ii' M n Hi Girder THI DWG. PREPARED BY THE ALPINE J DESIGNER PROGRAM FROM TR MFR' LAYOUT TOP CHORD 2x4 SP 02 N :T2 2x6 SP 01 Dense: PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) :T3 2x6 SP #2: UPLIFT (LB): 1050 980 BOT CHORD 2x6 SP #2 BRG.LOC (FT): 0.00 27.62 WEBS 2x4 SP #3 :W7 2x4 SP 02: TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . ENCLOSED OR FULLY OPEN BUILDING. (A) 1X4 "T" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS @ 6" O.C. BRACING MATERIAL TO BE SUPPLIED BY 01 HIP DESIGNED TO SUPPORT 07-00-00 JACKS AT LEFT END. ERECTION CONTRACTOR. JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" D.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 27' 11" _I 713'9"9 7' 1 7 -� T 5X14 X4 T2 7X 4X 5 p 1.5X31 (A) W1 W2 W3 4 6 8 3X10(Al) e' 4 8XIO 4X1 2.5X4 �2' 13' 11"11 -10 13' 11"5 -� 27' 11° -� 7' 20' 11" R=2683# W=3"B R=2719# W=3"8 TAG = T21 SEG = 621B9 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE =0.2500 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A10O 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 27-11-0 WARNINGS. 1 .33 SPACING see abovel HIPM A o 4 4 MR H g7'11- Mona H THI DWG. PREPARE Y THE ALPINE 0 DESIGNER PROGRAM FROM TRU MFR' LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 670 510 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.62 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 9' -{� 9' 11" 9' 4X5(R 2.5X4 T2 4X5 (R) it TI 5 f7 1.5X3 1.5X3 W2 W4 45 T3 W1 3X5 (A i) 3X5 (At) ?X% 3X7B 18'9"4 27' 11" R=1467# W=3"8 R=1305# W=3"8 TA = T18 SEG = 62186 PL TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE -0.2500 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 0 27-11-0 WARNINGS. 1 .33 SPACING 24.0" HIPM Jo (4 5541 WR I H3 27' MonoHio THIS QWG. PREPARED BY THE ALPINE_JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP /2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP i2 N UPLIFT (LB): 660 510 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 27.62 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 5' 11 4X6 T2 4X5(R) 1.5X3 1.5X3 5 W2 W3 44 T3 W1 3X5 (Ai) 3X5 (Ai) 82 X4 30 1_2' 11 ' 16' 11" -� 27' 11" R=1467# W=3"8 R=1305# W=3"8 TAG.= T19 SEG = 62192 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE =0.2500 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 27-11-0 WARNINGS. 1 .33 SPACING 24.0" HIPM a + o 45 4 NR H4 7'f M ,o H' THIS QWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFA'S LAYOUT 70P CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 650 510 WEBS 2x4 SP #3 BRG.LOC (FT): 0,00 27.62 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. �- 13' - - - -(- 13' -- - -� 4X5(R) ..T1 6 2.5X4 .5X4 5 p 5 T3 W1 W2 7 3X5 (At) 3X5 (A 1) e' 1.5X3 5 .5X4 X 13' 1"12 14'9"4 27' 11" R=1467# W=3"B R=1305# W=3"B TAG.= T20 SEG 6 194 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE =0.2500 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0,0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47 .0 27-11-0 WARNINGS. 1 .33 SPACING 24.0" HIPM (45541 DNR T5 ;)7-'11"--Mono Hig THIS DWG. PREPARED BY TH ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 660 660 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.62 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. THIS TRUSS MAY NOT BE LOCATED MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. WITHIN A 4.50' END ZONE FROM EDGE OF THE ROOF. 13' 11"8 ft 13' 11"8 -� 4X4 1.5X3 1.5X3 5 p W3 T2 W1 3X5(A i) 3X5 (A 1) Bi 55 3X4 e. 9'6"4 18'4" 12 2' -� 27' 11" -) R=1460# W=3"8 R=1460# W=3"8 TAG = Ti SEG = 62196 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 8 TOTAL = 8 REV. 17.3t SCALE =0.2500 30 .0 7 .0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 27-11-0 WARNINGS. 1 .33 SPACING 24.0" HIPM (4 554) WR T ;)7'11' Mono Hio THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP 01 Dense PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #1 Dense UPLIFT (LB): 660 660 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 27.62 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOPS AND 5.00 PSF (BOTTOM) . PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT. ENCLOSED OR FULLY OPEN BUILDING. TRUSS HAS VERTICAL DEFLECTION OF 0.69' DUE TO LIVE LOAD A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24' O.C. AND 0.36' DUE TO DEAD LOAD AT X 13-11-08. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 13' 11"8 13' 11"8 -� 4X12 2.5X4 W3 W4 2.5X4 5 p 6X7 T2 1.5X4 1.5X4 2.5X4 2.5X4 3X8(A 1) a 3 3X8(A i) �e I— 2 13 11"8 13' 118 -- 2' 27' 11" _I R=1460# W=3"B R=1460# W=3"8 TAG.= T6 SEG = 62202 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 16 TOTAL = 16 REV. 17.3t SCALE =0.2500 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 27-11-0 WARNINGS. 1 .33 SPACING 24.0" HIPM MD 4 WR A7 i M n Hi THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) MITTE Y TRUSS MFR. 70P CHORD 2x4 SP 0 2 Dense :T2 2x4 SP #2 N: ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 *** WARNING! REACTION EXCEEDS ALLOWABLE *** **WARNING** AN UPLIFT REACTION OF -692# OCCURED ON A LOAD CONTINUOUS LOADS NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REGUIREO. CASE SIDE L-PLF R-PLF START END 0 T 74.0 74.0 0.0 27.9 **WARNING! 1 UNPLATED JOINT(S)** 0 B 20.0 20.0 0.0 27.9 0 T 130.0 130.0 0.0 20.9 PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) I B 10.0 10.0 0.0 27.9 UPLIFT (LB): 210 330 200 200 200 680 370 1 T -83.3 -83.3 0.0 14.0 BRG.LOC (FT): 0.00 5.96 7.96 9.96 11.96 13.81 27.63 1 T -83.3 -83.3 14.0 27.9 TRUSS DESIGNED FOR 100 MPH WIND, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: SPECIAL LOADS THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS -------------------------------------------------- AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING TC - From 204 PLF at 0.00 to 204 PLF at 20.92 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. TC - From 74 PLF at 20.92 to 74 PLF at 27.92 BC - From 20 PLF at 0.00 to 20 PLF at 27.92 v v HN 12'8"10 =� 12'8" 10 4X10 3X7 3X5 2.5X4 W 9 .5X4 5 [7- 2.5X4 W 1 .5X4 T2 11'4"9 W 7 1 6 10'11" 3X5 7 3X5 •5X4 10'5" 5X4 3X4 1119 '11" 5X4 2. X4 '5" B 5a3 1.5X3 2.5X4 (DI) B. Q �--5• i1"8 - 2' +2' +2' �- -� 14' 1"4 - -) �--- 13' 11"8 -�- 13' 11"8 - 27' 11" _I R=476# W=3"B R=1562# W=3"8 R=423# W=3"B R=451# W=3"8 R=87# R4=:O'a W=3"8=3893# W=3"B TAG = TB SEG = 62251 PLT. TYP.-ALP NE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE =0.2500 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 27-11-0 WARNINGS. 1 .33 SPACING see abovel SCIS J b: 4 54 Wp A THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS UBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP #2 N ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** BOT CHORD 2x4 SP 02 N WEBS 2x4 SP 03 *** WARNING! REACTION EXCEEDS ALLOWABLE *** **WARNING! 2 UNPLATEO JOINT(S)** LOAD CONTINUOUS LOADS CASE SIDE L-PLF R-PLF START END PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) 0 T 74.0 74.0 0.0 13.9 UPLIFT (LB): 200 200 200 200 200 200 200 0 B 20.0 20.0 0.0 13.9 200 200 0 T 130.0 130.0 0.0 13.9 BRG.LOC (FT): 0.00 1.46 2.96 4.96 6.81 8.67 10.67 1 8 10.0 10.0 0.0 13.9 12.17 13.63 1 T -96.3 -96.3 0.0 3.0 TRUSS DESIGNED FOR 100 MPH WINO. 15.00 FT MEAN HEIGHT 1 T -86.7 -85.7 3.0 4.0 WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . 1 T -96.3 -96.3 4.0 7.0 ENCLOSED OR FULLY OPEN BUILDING. 1 T -96.3 -96.3 7.0 10.0 1 T -86.7 -86.7 10.0 10.9 A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. 1 T -96.3 -96.3 10.9 13.9 MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. SPECIAL LOADS CONTRACTORS WARNING: -------------------------------------------------- THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS TC - From 204 PLF at 0.00 to 204 PLF at 13.92 AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING TC - From 74 PLF at 13.92 to 74 PLF at 13.92 INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. BC - From 20 PLF at 0.00 to 20 PLF at 13.92 c ---N--� 5'8"10 .�- 5'8"10 4X7 ., T1 5 F,;- 1 .5X3 4 1.5X3 9'B" T2 4 R) g.2. 2.5X4 2.5X4 B'B' a 3 B'3"B B' i '5"8 1 '6" - -2' -2. -- --2' - --2' - - 1 '6" + 1 '5"8 �-- --6' 11"8 �� 6' 11"8 -� 13' 11" -� R=141# W=3"8 R=40# W=3"8 R=714# W=3"8 R=714# W=3"8 R=40# W=3"8 R=141# W=3"8 R=547# W=3"8 R=232# W=3"8 R=547# W=3"8 TAY = T7 SEG = 62272 P T. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE =0.5000 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE Ai00 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 13-11-0 WARNINGS. 1 .33 SPACING see abovel SCIS J q q WR T9 IA'7' Common THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT TOP CHORD 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 240 250 350 WEBS 2x4 SP #3 BRG.LOC (FT): 0.00 4.00 14.29 TRUSS DESIGNED FOR 100 MPH WIND. 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 4X8 I 5 v W2 T2 2X4 (A i) X4 (ABt i) 8 1.5X3 1.5X3 �----4' 10'3"8 -� 1 �214-7" 2- R=508# W=3"B R=449# W=3"B R=710# W=3"8 TAG = T17 SEG = 62285 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3t SCALE =0.3750 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0 ,0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 14-7-0 WARNINGS. 1 .33 SPACING 24.0" COMN J b: 4 4 WR H Hin Jack Girder THIS DWG. PREPARED FROM COMPUTER INPUT L ADS & IM NS NS SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 370 270 WEBS 2x4 SP 03 BRG.LOC (FT): 0.00 9.90 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THIS HIPJACK IS DESIGNED TO SUPPORT A CORNER SET WITH 07-00-00 ENCLOSED OR FULLY OPEN BUILDING. SETBACK. CORNER JACKS HAVE NO WEBS. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. - 116# 12'8 '12 9' 10" 13 2.5-X4- 1.5X3 .5X41.5X3 3.54 W3 1 2X4 (A 1) Ini 5X48 1.5X3 �---2'915 9' 10" 13 �--- 4'2"15 5'7" 14 R=563# W=7" 112# R=623# W=3" TAY = T16 SEG = 62277 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 2 TOTAL = 2 REV. 17.3t SCALE =0.5000 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 9-10-13 WARNINGS. 1 .33 SPACING see abovel JACK w Job: 4 54 DWR "7 End JaCk THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PR GRAM FROM TRUSS_MFR'S LAYOUT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 290 200 200 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 5.04 5.04 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOPS AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. REACTION OF 136.96. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=137# W=1"8 10'1"7 5 C7,- 2X41 (A 1) �B R=440# W=3"B R=45# W=3" TAG = T9 SEQ = 62278 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3t SCALE =0.5000 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 5-0-7 WARNINGS. 1 .33 SPACING 24.0" EJACK Y J b: 4554 WR 1 "7 k THIS DWG. PREPARED Y THE ALPINE J DESIGNER PROGRAM FROM TRUSS MFR' LAYOUT T0P CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP #2 N UPLIFT (LB): 260 200 200 WEBS 2x4 SP 02 N BRG.LOC (FT): 0.00 3.04 3.04 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. REACTION OF 42.33. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=42# W=1"8 �9 3"7 5v 2X4 (A 1) Rl �--2' -3'0"7 ---►I R=376# W=3"B R=29# W=3" TAG = T10 SEG = 62280 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 4 TOTAL = 4 REV. 17.3t SCALE =0.5000 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10,0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0,0 AMB FOR GENERAL NOTES, IMPORTANT SPECIFICATIONS AND 47.0 3-0-7 WARNINGS. 1 .33 SPACING 24.0" E JACK 14 554) WR '7 End Jack THIS OWG. PREPARED BY THE ALPINE JOB DES N R PROGRAM FROM TRUSS MFR*S LAYOUT SP TOP CHORD 2x4 #2 N **WARNING** AN UPLIFT REACTION OF -201! OCCURED ON A BUT CHORD 2x4 SP #2 N NON-WIND LOAD CASE. SPECIAL CONNECTION OR HANGER IS REQUIRED. WEBS 2x4 SP #2 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) UPLIFT (LB): 280 200 200 THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM BRG.LOC (FT): 0.00 1.04 1.04 REACTION OF 312.31. TRUSS DESIGNED FOR 100 MPH WINO, 15.00 FT MEAN HEIGHT, WITH DEAD LOAD OF 7.00 PSF (TOP) AND 5.00 PSF (BOTTOM) . A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. ENCLOSED OR FULLY OPEN BUILDING. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. 5 eg�4 (A 1) B'5"7 B' 2' R=472# W=3"B R=312# A65#8W=3" TAG Til SEG 622B2 PLT. TYP.-A P NE DESIGN CRIT=TPI OTY 4 TOTAL = 4 REV. 17.3t SCALE =0.5000 30.0 7 .0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10 .0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND WARNINGS. 47.0 1-0-7 1 . 33 SPACING 24.0" 1 EJACK 4554 DWR 4 7' End Jack THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TR SS MFR' LAY UT TOP CHORD 2x4 SP 02 N PROVIDE UPLIFT CONNECTIONS AT BEARINGS AS INDICATED. (1991 SBC) BOT CHORD 2x4 SP 02 N UPLIFT (LB): 340 200 240 WEBS 2x4 SP #2 N BRG.LOC (FT): 0.00 7.00 7.00 TRUSS DESIGNED FOR 100 MPH WIND 15.00 FT MEAN HEIGHT WITH DEAD LOAD OF 7.00 PSF (TOPI AND 5.00 PSF (BOTTOM} . THERE WERE 2 NAIL BEARINGS WITH A MAXIMUM ENCLOSED OR FULLY OPEN BUILDING. REACTION OF 213.41. A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24" O.C. CONTRACTORS WARNING: MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. R=213# W=1"B 10'11"4 5 -2X4- (A-1.) L2, 7' _I R=520# W=3"B R=73# W=3" TAG = T5 SEG = 62283 PLT. TYP.-ALPINE DESIGN CRIT=TPI OTY = 24 TOTAL = 24 REV. 17.3t SCALE =0.5000 30.0 7.0 11/10/95 THIS DRAWING SHOULD BE APPROVED BY A REGISTERED 10.0 PROFESSIONAL ENGINEER BEFORE USE. SEE PAGE A100 0.0 AMB FOR GENERAL NOTES. IMPORTANT SPECIFICATIONS AND 47.0 7-0-0 WARNINGS. 1 .33 SPACING 24.0" EJACK I CC VVIL11 Ull VVILIIUUL d VUC11C111LCCU IVIdA1111U111 r 111 V AIA Document A117 - Electronic Format THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUMENT MAY BE MADE BY USING AIA DOCUMENT D401. This document includes abbreviated General Conditions and should not be used with other general conditions. It has been approved and endorsed by The Associated General Contractors of America. Copyright 1979, 1987 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D.C., 20006-5292. Portions of this document are derived from AIA Document A111,Standard Foran of Agreement Between Owner and Contractor where the basis of payment is the Cost of the Work Plus a Fee, copyright 1987 and earlier years,and AIA Document A201,General Conditions of the Contract for Construction,copyright 1987 and earlier years. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AGREEMENT made as of the 18th day of January in the year of Nineteen 14undFe, ^�d- 001 BETWEEN the Owner: (Name and address) Dusty& Mary Brvant 1105 HiBiscus Street Atlantic Beach., FL 32233 and the Contractor: (Name and address) RPC Development Corp. 248 Levy Rd. Atlantic Bch.,FL 32233 The Project is: (Name and location) Bryant Residence 1105 HiBiscus Street Atlantic Beach., FL 32233 The Architect is: (Name and address) The Owner and Contractor agree as set forth below. ARTICLE 2 RELATIONSHIP OF THE PARTIES 2.1 The Contractor accepts the relationship of trust and confidence established by this Agreement and covenants with the Owner to cooperate with the Architect and utilize the Contractor's best skill, efforts and judgment in furthering the interests of the Owner; to furnish efficient business administration and supervision; to make best efforts to furnish at all times an adequate supply of workers and materials; and to perform the Work in the best way and most expeditious and economical manner consistent with the interests of the Owner. The Owner agrees to exercise best efforts to enable the Contractor to perform the Work in the best way and most expeditious manner by furnishing and approving in a timely way information required by the Contractor and making payments to the Contractor in accordance with the requirements of the Contract Documents. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured,and shall be the date of this Agreement, as first written above, unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (insert the date of commencement,if it differs from the date of this Agreement or, if applicable,state that the date will be fixed in a notice to proceed.) 3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than (Insert the calendar date or number of calendar days after the date of commencement. Also insert any requirements for earlier Substantial Completion of certain portions of the Work, if not stated elsewhere in the Contract Documents.) , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to complete on time.) ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract Sum the Contract Sum consisting of the Cost of the Work as defined in Article 5 and the Contractor's Fee determined as follows: (State a lump sum,percentage of Cost of the Work or other provision for determining the Contractor's Fee, and explain how the Contractor's Fee is to be adjusted for changes in the Work.) $14,469.00 Fourteen Thousand Four Hundred Sixty Nine&00/100 4.2 GUARANTEED MAXIMUM PRICE (IF APPLICABLE) 4.2.1 The sum of the Cost of the Work and the Contractor's Fee is guaranteed by the Contractor not to exceed Dollars ($N/A), subject to additions and deductions by Change Order as provided in the Contract Documents. Such maximum sum is referred to in the Contract Documents as the Guaranteed Maximum Price. Costs which wnuld cause the Guaranteed Maximum Price to be exceeded shall be paid by the Cnntrar-mr withmnt _. . . .._ ...... . ... . . ..., ., ..... ........ ......... ... ,.., ,......,.,.....� ..,.. ...... v� w� �.via.u.,wi performance of the Work. Such costs shall be at rates not higher than the standard paid at the place of the Project except with prior consent of the Owner. The Cost of the Work shall include only the items set forth in this Article 5. 5.1.1 Wages of construction workers directly employed by the Contractor to perform the construction of the Work, including welfare, unemployment compensation, social security and other benefits. 5.1.2 Costs, including transportation, of materials and equipment incorporated or to be incorporated in the completed construction. All discounts for cash or prompt payment shall accrue to the Contractor. 5.1.3 Payments made by the Contractor to Subcontractors in accordance with the requirements of the subcontracts. 5.1.4 Cost of all materials, temporary facilities, equipment and hand tools not customarily owned by the construction workers, which are provided by the Contractor at the site and fully consumed in the performance of the Work. 5.1.5 Reasonable rental costs for necessary temporary facilities, machinery, equipment, and hand tools used at the site of the Work, whether rented from the Contractor or others. Rates and quantities of equipment rented shall be subject to the Owner's prior approval. 5.1.6 That portion directly attributable to this Contract of premiums for insurance and bonds. 5.1.7 Losses and expenses, not compensated by insurance or otherwise, sustained by the Contractor in connection with the Work, provided they have resulted from causes other than the fault or neglect of the Contractor. 5.1.8 Costs of removal of debris from the site. 5.1.9 Costs incurred in taking action to prevent threatened damage, injury or loss in case of an emergency affecting the safety of persons and property. 5.1.10 Other costs incurred in the performance of the Work if and to the extent approved in advance in writing by the Owner. (Here insert modifications or limitations to any of the above subparagraphs) 6.1.4 The Contractor's capital expenses, including interest on the Contractor's capital employed for the Work. 6.1.5 Rental costs of machinery and equipment, except as specifically provided in Subparagraph 5.1.5. 6.1.6 Except as provided in Paragraph 10.2 of this Agreement, costs due to the fault or negligence of the Contractor, Subcontractors, anyone directly or indirectly employed by any of them, or for whose acts any of them may be liable, including, but not limited to, costs for the correction of damaged, defective or nonconforming Work, disposal and replacement of materials and equipment incorrectly ordered or supplied, and making good damage to property not forming part of the Work. 6.1.7 Any cost not specifically and expressly described in Article 5. 6.1.8 Costs which would cause the Guaranteed Maximum Price, if any,to be exceeded. ARTICLE 7 DISCOUNTS, REBATES AND REFUNDS 7.1 Cash discounts obtained on payments made by the Contractor shall accrue to the Owner if (1) before making the payment, the Contractor included them in an Application for Payment and received payment therefor from the Owner, or (2) the Owner has deposited funds with the Contractor with which to make payments; otherwise, cash discounts shall accrue to the Contractor. Trade discounts, rebates, refunds and amounts received from sales of surplus materials and equipment shall accrue to the Owner, and the Contractor shall make provisions so that they can be secured. 7.2 Amounts which accrue to the Owner in accordance with the provisions of Paragraph 7.1 shall be credited to the Owner as a deduction from the Cost of the Work. ARTICLE 8 ACCOUNTING RECORDS 8.1 The Contractor shall keep full and detailed accounts and exercise such controls as may be necessary for proper financial management under this Contract; the accounting and control systems shall be satisfactory to the Owner. The Owner and the Owner's accountants shall be afforded access to the Contractor's records relating to this Contract. The Contractor shall preserve these records for a period of three years after final payment, or for such longer period as may be required by law. ARTICLE 10 FINAL PAYMENT. 10.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the Owner to the Contractor when (1) the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work and to satisfy other requirements, if any, which necessarily survive final payment, and (2) a final Certificate for Payment has been issued by the Architect. 10.2 If, subsequent to final payment and at the Owner's request, the Contractor incurs costs described in Article 5 and not excluded by Article 6 to correct defective or nonconforming Work, the Owner shall reimburse the Contractor such costs and the Contractor's Fee applicable thereto on the same basis as if such costs had been incurred prior to final payment, but not in excess of the Guaranteed Maximum Price, if any. If the Contractor has participated in savings as provided in Subparagraph 4.2.1, the amount of such savings shall be recalculated and appropriate credit given to the Owner in determining the net amount to be paid by the Owner to the Contractor. ARTICLE 11 ENUMERATION OF CONTRACT DOCUMENTS 11.1 The Contract Documents are listed in Article 12 and, except for Modifications issued after execution of this Agreement,are enumerated as follows: 11.1.1 The Agreement is this executed Abbreviated Form of Agreement Between Owner and Contractor, AIA Document Al 17, 1987 Edition. 11.1.2 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated ,and are as follows: Document Title Pages 11.1.3 The Specifications are those contained in the Project Manual dated as in Subparagraph 11.1.2, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages 11.1.4 The Drawings are as follows, and are dated N/A unless a different date is stated below: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date 11.1.5 The Arldenrin if snv are ac fnilnwr !\``.�'f l�:llll;lll 111i1L\/IlUlll Vtl: lel Lill. �Vlilf illi �\lllil.i.1 .. ��• . -- �.., ..,ii. v. .v ....�. .. .. .r�i , v. i. Supplementary and other Conditions), Drawings, portion thereof, until the cause for such order has Specifications, addenda issued prior to execution of been eliminated; however, the right of the Owner to this Agreement, other documents listed in this stop the Work shall not give rise to a duty on the Agreement and Modifications issued after execution part of the Owner to exercise this right for the of this Agreement. The intent of the Contract benefit of the Contractor or any other person or Documents is to include all items necessary for the entity. proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what Is required by one shall be as binding as if required by all; performance by ARTICLE 14 the Contractor shall be required only to the extent CONTRACTOR consistent with the Contract Documents and reasonably inferable from them as being necessary 14.1 The Contractor shall supervise and direct to produce the intended results. the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction 12.2 The Contract Documents shall not be means, methods, techniques, sequences and construed to create a contractual relationship of procedures and for coordinating all portions of the any kind (1) between the Architect and Contractor, Work under the Contract, unless Contract (2) between the Owner and a Subcontractor or Documents give other specific instructions Sub-subcontractor or (3) between any persons or concerning these matters. entities other than the Owner and Contractor. 14.2 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay 12.3 Execution of the Contract by the Contractor for labor, materials, equipment, tools, construction is a representation that the Contractor has visited equipment and machinery, water, heat, utilities, the site and become familiar with the local transportation, and other facilities and services conditions under which the Work is to be necessary for the proper execution and completion performed. of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. 12.4 The term "Work"means the construction and services required by the Contract Documents, 14.3 The Contractor shall enforce strict discipline whether completed or partially completed, and includes all other labor, materials, equipment and and good order among the Contractor's employees services provided or to be provided by the and other persons carrying out the Contract. The Contractor to fulfill the Contractor's obligations. Contractor shall not permit employment of unfit The Work may constitute the whole or a part of the persons or persons not skilled in tasks assigned to Project. them. 14.4 The Contractor warrants to the Owner and ARTICLE 13 Architect that materials and equipment furnished OWNER under the Contract will be of good quality and new unless otherwise required or permitted by the 13.1 The Owner shall furnish surveys and a legal Contract Documents, that the Work will be free from description of the site. defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not 13.2 Except for permits and fees which are the conforming to these requirements, including c 1,0t;f't;n -f nr- A- --—A .....i -#1-:--A permits and governmental fees, licenses and out of or resulting from performance of the Work, inspections necessary for proper execution and provided that such claim, damage, loss or expense completion of the Work. is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including loss 14.6 The Contractor shall comply with and give of use resulting therefrom, but only to the extent notices required by laws, ordinances, rules, caused in whole or in part by negligent acts or regulations, and lawful orders of public authorities omissions of the Contractor, a Subcontractor, bearing on performance of the Work. The anyone directly or indirectly employed by them or Contractor shall promptly notify the Architect and anyone for whose acts they may be liable, Owner if the Drawings and Specifications are regardless of whether or not such claim, damage, observed by the Contractor to be at variance loss or expense is caused in part by a party therewith. indemnified hereunder. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity which would otherwise 14.7 The Contractor shall be responsible to the exist as to a party or person described in this Owner for the acts and omissions of the Paragraph 14.12. Contractor's employees, Subcontractors and their agents and employees, and other persons 14.12.1 In claims against any person or entity performing portions of the Work under a contract with the Contractor. indemnified under this Paragraph 14.12 by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or 14.8 The Contractor shall review, approve and anyone for whose acts they may be liable, the indemnification obligation under this Paragraph submit to the Architect Shop Drawings, Product 14.12 shall not be limited by a limitation on amount Data, Samples and similar submittals required by or type of damages, compensation or benefits the Contract Documents with reasonable promptness. The Work shall be in accordance with payable by or for the Contractor or a Subcontractor under workers' or workmen's compensation acts, approved submittals. When professional disability benefit acts or other employee benefit certification of performance criteria of materials, systems or equipment is required by the Contract acts. Documents, the Architect shall be entitled to rely upon the accuracy and completeness of such 14.12.2 The obligations of the Contractor under this certifications. Paragraph 14.12 shall not extend to the liability of the Architect, the Architect's consultants, and 14.9 The Contractor shall keep the premises and agents and employees of any of them arising out of surrounding area free from accumulation of waste (1) the preparation or approval of maps, drawings, materials or rubbish caused by operations under opinions, reports, surveys, Change Orders, the Contract. At completion of the Work the Construction Change Directives, designs or Contractor shall remove from and about the Project specifications, or (2) the giving of or the failure to give directions or instructions by the Architect, the waste materials, rubbish, the Contractor's tools, Architect's consultants, and agents and employees construction equipment, machinery and surplus of any of them provided such giving or failure to materials. give is the primary cause of the injury or damage. 14.10 The Contractor shall provide the Owner and Architect access to the Work in preparation and progress wherever located. ARTICLE 15 ADMINISTRATION OF THE CONTRACT architect, the Architect will keep the owner reasonable time atter ule uispute nas arisen. the informed of progress of the Work and will endeavor award rendered by the arbitrator or arbitrators shall to guard the Owner against defects and deficiencies be final, and judgment may be entered upon it in in the Work. accordance with applicable law in any court having jurisdiction thereof. Except by written consent of 15.3 The Architect will not have control over or the person or entity sought to be joined, no arbitration arising out of or relating to the Contract charge of and will not be responsible for construction means, methods, techniques, Documents shall include, by consolidation, joinder or in any other manner, any person or entity not a sequences or procedures, or for safety precautions party to the Agreement under which such and programs in connection with the Work, since arbitration arises, unless it is shown at the time the these are solely the Contractors responsibility as provided in Paragraphs 14.1 and 21.1. The demand for arbitration is filed that (1) such person Architect will not be responsible for the Contractor's or entity is substantially involved in a common question of fact or law, (2) the presence of such failure to carry out the Work in accordance with the person or entity is required if complete relief is to Contract Documents. be accorded in the arbitration, (3) the interest or responsibility of such person or entity in the matter 15.4 Based on the Architect's observations and is not insubstantial, and (4) such person or entity is not the Architect or any of the Architect's employees evaluations of the Contractor's Applications for or consultants. The agreement herein among the Payment, the Architect will review and certify the parties to the Agreement and any other written amounts due the Contractor and will issue agreement to arbitrate referred to herein shall be Certificates for Payment in such amounts. specifically enforceable under applicable law in any court having jurisdiction thereof. 15.5 The Architect will interpret and decide matters concerning performance under and requirements of the Contract Documents on written ARTICLE 16 request of either the Owner or Contractor. The SUBCONTRACTS Architect will make initial decisions on all claims, disputes or other matters in question between the 16.1 A Subcontractor is a person or entity who Owner and Contractor, but will not be liable for has a direct contract with the Contractor to perform results of any interpretations or decisions rendered a portion of the Work at the site. in good faith. The Architect's decisions in matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. All other decisions of the Architect, 16.2 Unless otherwise stated in the Contract except those which have been waived by making or Documents or the bidding requirements, the acceptance of final payment, shall be subject to Contractor, as soon as practicable after award of arbitration upon the written demand of either party. the Contract, shall furnish in writing to the Owner through the Architect the names of the Subcontractors for each of the principal portions of the Work. The Contractor shall not contract with 15.6 The Architect will have authority to reject any Subcontractor to whom the Owner or Architect Work which does not conform to the Contract has made reasonable and timely objection. The Documents. Contractor shall not be required to contract with anyone to whom the Contractor has made reasonable objection. Contracts between the 15.7 The Architect will review and approve or Contractor and Subcontractors shall (1) require take other appropriate action upon the Contractor's each Subcontractor, to the extent of the Work to be submittals such as Shop Drawings, Product Data performed by the Subcontractor, to be bound to the ('nntrnrtnr by the torme nF t{.o ('.,..r,bs T1.. .....e..� d site under conuuions ui uIe cunu'<<ci iuenucni or deliveries, abnormal adverse weather conditions not substantially similar to these, including those reasonably anticipatable, unavoidable casualties or portions related to insurance and waiver of any causes beyond the Contractor's control, or by subrogation. If the Contractor claims that delay or other causes which the Architect determines may additional cost is involved because of such action by justify delay, then the Contract Time shall be the Owner, the Contractor shall make such claim as extended by Change Order for such reasonable time provided elsewhere in the Contract Documents. as the Architect may determine. 17.2 The Contractor shall afford the Owner and separate contractors reasonable opportunity for the ARTICLE 20 introduction and storage of their materials and PAYMENTS AND COMPLETION equipment and performance of their activities, and shall connect and coordinate the Contractor's 20.1 Payments shall be made as provided in construction and operations with theirs as required Articles 9 and 10 of this Agreement. by the Contract Documents. 20.2 Payments may be withheld on account of(1) 17.3 Costs caused by delays, improperly timed defective Work not remedied, (2) claims filed by activities or defective construction shall be borne by third parties, (3) failure of the Contractor to make the party responsible therefor. payments properly to Subcontractors or for labor, materials or equipment, (4) reasonable evidence that the Work cannot be completed for the unpaid balance of the Guaranteed Maximum Price, if any, ARTICLE 18 (5) damage to the Owner or another contractor, (6) CHANGES IN THE WORK reasonable evidence that the Work will not be completed within the Contract Time and that the unpaid balance of the Guaranteed Maximum Price, 18.1 The Owner, without invalidating the if any, would not be adequate to cover actual or Contract, may order changes in the Work consisting liquidated damages for the anticipated delay, or (7) of additions, deletions or modifications, the persistent failure to carry out the Work in Guaranteed Maximum Cost, if any, and the Contract accordance with the Contract Documents. Time being adjusted accordingly. Such changes in the Work shall be authorized by written Change Order signed by the Owner, Contractor and Architect, or by written Construction Change 20.3 When the Architect agrees that the Work is Directive signed by the Owner and Architect. substantially complete, the Architect will issue a Certificate of Substantial Completion. 18.2 The Contract Sum and Contract Time shall be changed only by Change Order. 20.4 Final payment shall not become due until the Contractor has delivered to the Owner a complete release of all liens arising out of this Contract or receipts in full covering all labor, 18.3 The cost or credit to the Owner from a materials and equipment for which a lien could be change in the Work shall be determined by mutual filed, or a bond satisfactory to the Owner to agreement. indemnify the Owner against such lien. If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all monev the .3 terms of special warranties required by ZZA t tic t_,ontractor shalt purcnase from ana the Contract Documents. maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located insurance for protection from claims under workers' or workmen's Acceptance of final payment by the Contractor, a compensation acts and other employee benefit acts Subcontractor or material supplier shall constitute which are applicable, claims for damages because a waiver of claims by that payee except those of bodily injury, including death, and from claims previously made in writing and identified by that for damages, other than to the Work itself, to payee as unsettled at the time of final Application property which may arise out of or result from the for Payment. Contractor's operations under the Contract, whether such operations be by the Contractor or by a Subcontractor or anyone directly or indirectly employed by any of them. This insurance shall be ARTICLE 21 written for not less than limits of liability specified PROTECTION OF PERSONS AND PROPERTY in the Contract Documents or required by law, whichever coverage is greater, and shall include 21.1 The Contractor shall be responsible for contractual liability insurance applicable to the initiating, maintaining, and supervising all safety Contractor's obligations under Paragraph 14.12.Certificates of such insurance shall be filed with the precautions and programs in connection with the performance of the Contract. The Contractor shall Owner prior to the commencement of the Work. take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: 22.2 The Owner shall be responsible for .1 employees on the Work and other purchasing and maintaining the Owner's usual liability insurance. Optionally, the Owner may persons who may be affected thereby; purchase and maintain other insurance for self-protection against claims which may arise from operations under the Contract. The Contractor shall not be responsible for purchasing and maintaining 2 the Work and materials and equipment this optional Owner's liability insurance unless to be incorporated therein; and specifically required by the Contract Documents. .3 other property at the site or adjacent 22.3 Unless otherwise provided, the Owner shall thereto. purchase and maintain, in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located, property insurance The Contractor shall give notices and comply with upon the entire Work at the site to the full insurable applicable laws, ordinances, rules, regulations and value thereof. This insurance shall be on an all-risk lawful orders of public authorities bearing on safety policy form and shall include interests of the Owner, of persons and property and their protection from the Contractor, Subcontractors and damage, injury or loss. The Contractor shall Sub-subcontractors in the Work and shall insure promptly remedy damage and loss to property at against the perils of fire and extended coverage and the site caused in whole or in part by the physical loss or damage including, without Contractor, a Subcontractor, a Sub-subcontractor, duplication of coverage, theft, vandalism and or anyone directly or indirectly employed by any of malicious mischief. them, or by anyone for whose acts they may be liable and for which the Contractor is responsible under Subparagraphs 21.1.2 and 21.1.3, except for 22.4 A loss insured under Owner's property sub-subcontractors, agents and employees, for Substantial Completion; damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this Article 22 or other property insurance .2 not later than the date of issuance of the applicable to the Work, except such rights as they final Certificate for Payment for acts or may have to the proceeds of such insurance held by failures to act occurring subsequent to the Owner as fiduciary. The Contractor shall the relevant date of Substantial require similar waivers in favor of the Owner and the Completion and prior to issuance of the Contractor by Subcontractors and final Certificate for Payment; and Sub-subcontractors. The Owner shall require similar waivers in favor of the Owner and Contractor by the Architect, Architect's consultants, separate contractors described in Article 17, if any, and the .3 not later than the date of the relevant subcontractors, sub-subcontractors, agents and employees of any of them. act or failure to act by the Contractor for acts or failures to act occurring after the date of the final Certificate for Payment. ARTICLE 23 CORRECTION OF WORK 23.1 The Contractor shall promptly correct Work ARTICLE 25 TERMINATION OF THE CONTRACT rejected by the Architect or failing to conform to the requirements of the Contract Documents, whether 25.1 If the Architect fails to recommend payment observed before or after Substantial Completion and whether or not fabricated, installed or for a period of 30 days through no fault of the completed, and shall correct any Work found to be Contractor, or if the Owner fails to make payment not in accordance with the requirements of the thereon for a period of 30 days,the Contractor may, Contract Documents within a period of one year upon seven additional days' written notice to the from the date of Substantial Completion of the Owner and the Architect, terminate the Contract Contract or by terms of an applicable special and recover from the Owner payment for all Work warranty required by the Contract Documents. The executed and for proven loss with respect to materials, equipment, tools, and construction provisions of this Article 23 apply to Work done by Subcontractors as well as to, Work done by direct equipment and machinery, including reasonable employees of the Contractor. overhead, profit and damages applicable to the Project, provided that in no event shall such payment cause the Guaranteed Maximum Price to 23.2 Nothing contained in this Article 23 shall be be exceeded. construed to establish a period of limitation with respect to other obligations which the Contractor 25.2 If the Contractor defaults or persistently fails might have under the Contract Documents. or neglects to carry out the Work in accordance with Establishment of the time period of one year as described in Paragraph 23.1 relates only to the the Contract Documents or fails to perform a specific obligation of the Contractor to correct the provision of the Contract, the Owner, after seven Work, and has no relationship to the time within days' written notice to the Contractor and without which the obligation to comply with the Contract prejudice to any other remedy the Owner may have, Documents may be sought to be enforced, nor to may make good such deficiencies and may deduct the cost thereof, including compensation for the the time within which proceedings may be commenced to establish the Contractor's liability Architect's services and expenses made necessary, with respect to the Contractor's obligations other thereby, from the payment then or thereafter due than specifically to correct the Work. the Contractor. Alternatively, at the Owner's option, and upon certification by the Architect that sufficient cause exists to justify such action, the t s This Agreement entered into as of the day and year first written above. OWNER CONTRACT (Signature) (Sign ure) Mary Bryant, Home Owner Peter J. R dr' es aside (Printed name and title) (Printed name and title) e a FROM FLORIDA HOME DESIGNS PHONE NO. 247 4456 Jan. 18 2001 09:57AM P01 Page No. of / Pages Awnings, Windows, Painting, Vinyl Siding RECEIVE SME Slucco, Coquina& Brick .. ,lAN11,8 2001 FLORIDA HOME DESIGNS } Custom Remodeling BY' t*SKWS Jax 634-6895•Belk. 247-4456•pager 499-1006 ^ PROVOSAL SUHMII'ifA 10 M••..�—� — PHONf..•••� �? UTE , _ - A -121 _ .__..__ ..... 67REET I JOB NAME1/0 ITY. STATL-ANBD NP CODE L JGB IOCAT101� — Arl ARCHITCCT W k. Of PIANS JO�'l1UNE _ II ccw„ri,nrr.a ,s,.ea •J� ss _._..ao,aa„+w.twaxrac r�rsm�+es �' We hereby submit apoeitieavons and estimates lar: 2/� 1 s 3._f d11 1115-'&IL0c•e'l��1 A�um��c�ir► fB�1L�t iC i rr , I,' �ryB n _S_ o Siff �R -A,�.'-1.�.,1u �11� A.) .'r i crAi(Al. ls)afA/� A .4cljAed0.ta.G.1 AtD-