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332 2nd St (vault) PERMIT WORKSHEET jew h ho s e JOB ADDRESS �� `` ��- TYPE WORK o Emil � resi d enr PROPERTY OWNER Ka (b, TELEPHONE CONTRACTOR TELEPHONE cScc rn -e PERMIT NUMBER r` •3 ` o2 7 d--5 DATE ISSUED INSPECTIONS: FOOTING Q i l' 12 •�3 i s S o c SLAB 9 Coacaf e bCCM 11E BEAM o , 10- LINTEL q-25'0 NAILINGISHEATHING (-6 FRAMINGICOVERUP r l• �k- 03 INSULATION lidi C� ri i c • 0 3 FINAL BUILDING H - 2 - 7 27 _6 F,,, F�cce�i r� 7 ot CERTIFICATE OF OCCUPANCY TREE �UMIT I PERMIT NUMBER ELECTRICAL PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POLE PERMIT NUMBER DATE COPY SENT TO JEA TEMPORARY POWER LETTER RECEIVED? YES NO INSPECTIONS: ROUGH ELECTRIC 1 - 0-5 Z- ZS -CA- RELEASED TO JEA �Z TEMP. POWER 1- RELEASED TO JEA 9 - o14 TEMP. POLE RELEASED TO JEA FINAL zZZ 11 124,0 y MECHANICAL PERMIT NUMBER "'r 2- INSPECTIONS: ROUGH 2- Z5- O4,±:)- 3 °zu -1 FINAL �0 PLUMBING PERMIT NUMBER 00 - INSPECTIONS: ROUGHIUNDERSLAB - TOPOUT 'l 04 WATERISEWER FINAL 1 1 f !Z4 1 0 4 DRAINAGE INSPECTION POOL PERMIT NUMBER INSPECTIONS: STEEL FINAL ROOFING PERMIT NUMBER INSPECTIONS: NAILINGISHEATHING FINAL FAILED INSPECTIONS: DATE PD. DATE PD. GEORGE BULL JR. RFCF"'-T' i ARCHITECT AR 0004568 830 SOUTH THIRD STREET, #206 OCT 3 2002 JACKSONVILLE BEACH, FLORIDA 32250 BY: October 30, 2002 Sonya Doerr Community Director City of Atlantic Beach City Hall Atlantic Beach, Florida Re: OCEAN BREEZE Two Duplex Townhouses Second street Atlantic Beach, Florida Dear Mrs. Doerr, Please find enclose, for your review, progress drawings on the above captioned project. We are presently accomplishing our structural analysis and Drawings. There are two copies herein enclosed. Please stamp one copy for progress purposes and return to me for my records. Retain one set for your records. We anticipate completing the final Contract Documents by the end of November and I will then send you two copies for final review. V truly, • r . TEL: 904 - 246 -4469 FAX: 904 - 247 -2816 'FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Ocean Br eze Duplex apts Builder: Address: 33 2 3 y Sr Permitting Office: Atlantic Beach City, State: Atlan c Beach, Fl Permit Number: Owner: Jurisdiction Number: Climate Zone: North I. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Multi- family _ a. Central Unit Cap: 31.6 kBtu/hr 3. Number of units, if multi - family 4 _ SEER: 10.00 _ 4. Number of Bedrooms 3 _ 1 b. Central Unit Cap: 22.7 kBtu/hr _ 5. Is this a worst case? No _ SEER: 10.00 6. Conditioned floor area (ft 2677 ft c. N/A 7. Glass area & type _ a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 341.0 ft _ a. Electric Heat Pump Cap: 31.1 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft _ HSPF: 6.80 d. Tint/other SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 20.2 kBtu/hr 8. Floor types _ HSPF: 6.80 a. Raised Wood R =19.0, 5 29. 0 ft _ c. N/A _ b. Raised Wood, Adjacent R =19.0, 180.0 ft c. 1 Others 125.0 ft 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R =6.0, 438.0 ft _ EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 96.0 ft _ b. N/A c. Frame, Wood, Exterior R =19.0, 1499.0 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, 1185.0 ft _ 15. HVAC credits MZ -C, MZ -H _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts _ PT- Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Interior Sup. R =6.0, 150.0 ft _ MZ- C- Multizone cooling, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R =6.0, 125.0 ft MZ -H- Multizone heating) Glass /Floor Area: 0.13 Total as -built points: 27956 PASS Total base points: 33915 I hereby certify that the plans and specifications covered Review of the plans and ZHE ST by this calculation are in compliance with the Florida specifications covered by this o� = 9 TH Energy Code. calculation indicates compliance y we ~ PREPARED BY: with the Florida Energy Code. Before construction is completed R iii; d DATE: )2.L 1 7 /y -t, this building will be inspected for i' a I hereby certify that this building, as designed, is in compliance with Section 553.908 A; compliance with the Florida Energy Code. Florida Statutes. C0 D `� OWNER /AGENT: BUILDING OFFICIAL: C�J DATE: DATE: d EnergyGauge® (Version: FLR1PB v3.21) FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, Fl, 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 2677.0 20.04 9656.5 Double, Clear W 5.0 6.0 12.0 36.99 0.57 253.5 Double, Clear N 1.0 30.0 53.0 19.22 1.00 1016.6 Double, Clear W 1.0 30.0 12.0 36.99 1.00 443.1 Double, Clear W 1.0 15.0 24.0 36.99 1.00 884.9 Double, Clear W 1.0 15.0 8.0 36.99 1.00 295.0 Double, Clear W 1.0 15.0 12.0 36.99 1.00 442.5 Double, Clear S 1.0 15.0 40.0 34.50 0.99 1371.4 Double, Clear N 1.0 15.0 48.0 19.22 1.00 918.9 Double, Clear N 1.0 6.0 40.0 19.22 0.98 750.0 Double, Clear W 1.0 6.0 24.0 36.99 0.97 861.3 Double, Clear W 1.0 6.0 8.0 36.99 0.97 287.1 Double, Clear W 1.0 6.0 20.0 36.99 0.97 717.8 Double, Clear S 1.0 6.0 40.0 34.50 0.94 1302.8 As -Built Total: 341.0 9545.1 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 96.0 0.70 67.2 Concrete, Int Insul, Exterior 6.0 438.0 0.85 372.3 Exterior 1937.0 1.70 3292.9 Frame, Wood, Adjacent 11.0 96.0 0.70 67.2 Frame, Wood, Exterior 19.0 1499.0 0.90 1349.1 Base Total: 2033.0 3360.1 As -Built Total: 2033.0 1788.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 40.0 2.40 96.0 Exterior Wood 21.0 6.10 128.1 Exterior 21.0 6.10 128.1 Adjacent Wood 40.0 2.40 96.0 Base Total: 61.0 224.1 As -Built Total: 61.0 224.1 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 1185.0 1.73 2050.1 Under Attic 30.0 1185.0 1.73 X 1.00 2050.1 Base Total: 1185.0 2050.1 As -Built Total: 1185.0 2050.1 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 125.0(p) -37.0 - 4625.0 Slab -On -Grade Edge Insulation 0.0 125.0(p -41.20 - 5150.0 Raised 709.0 -3.99 - 2828.9 Raised Wood, Adjacent 19.0 180.0 0.40 72.0 Raised Wood, Stem Wall 19.0 529.0 -1.50 -793.5 Base Total: - 7453.9 1 As -Built Total: 834.0 - 5871.5 EnergyGauge® DCA Form 60OA -2001 EnergyGauge ® /ResFREE'2001 FLR1 PB v3.21 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, Fl, PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2677.0 10.21 27332.2 2677.0 10.21 27332.2 Summer Base Points: 35169.0 Summer As -Built Points: 35068.5 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 35068.5 0.582 (1.000 x 1.147 x 0.91) 0.341 0.950 7189.2 35068.5 0.418 (1.090 x 1.147 x 0.91) 0.341 0.950 5164.4 35169.0 0.4266 15003.1 35068.5 1.00 1.086 0.341 0.950 12353.6 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge ® /ResFREE'2001 FLR1PB v3.21 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, Fl, 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 = Point .18 2677.0 12.74 6138.9 Double, Clear W 5.0 6.0 12.0 10.77 1.15 148.3 Double, Clear N 1.0 30.0 53.0 14.30 1.00 758.0 Double, Clear W 1.0 30.0 12.0 10.77 1.00 129.2 Double, Clear W 1.0 15.0 24.0 10.77 1.00 258.6 Double, Clear W 1.0 15.0 8.0 10.77 1.00 86.2 Double, Clear W 1.0 15.0 12.0 10.77 1.00 129.3 Double, Clear S 1.0 15.0 40.0 4.03 1.00 160.6 Double, Clear N 1.0 15.0 48.0 14.30 1.00 686.4 Double, Clear N 1.0 6.0 40.0 14.30 1.00 572.4 Double, Clear W 1.0 6.0 24.0 10.77 1.01 260.4 Double, Clear W 1.0 6.0 8.0 10.77 1.01 86.8 Double, Clear W 1.0 6.0 20.0 10.77 1.01 217.0 Double, Clear S 1.0 6.0 40.0 4.03 1.02 165.0 As -Built Total: 341.0 3658.5 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 96.0 3.60 345.6 Concrete, Int Insul, Exterior 6.0 438.0 5.15 2255.7 Exterior 1937.0 3.70 7166.9 Frame, Wood, Adjacent 11.0 96.0 3.60 345.6 Frame, Wood, Exterior 19.0 1499.0 2.20 3297.8 Base Total: 2033.0 7512.5 As -Built Total: 2033.0 5899.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 40.0 11.50 460.0 Exterior Wood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 40.0 11.50 460.0 Base Total: 61.0 718.3 As -Built Total: 61.0 718.3 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 1185.0 2.05 2429.3 Under Attic 30.0 1185.0 2.05 X 1.00 2429.3 Base Total: 1185.0 2429.3 As -Built Total: 1185.0 2429.3 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 125.0(p) 8.9 1112.5 Slab -On -Grade Edge Insulation 0.0 125.0(p 18.80 2350.0 Raised 709.0 0.96 680.6 Raised Wood, Adjacent 19.0 180.0 2.20 396.0 Raised Wood, Stem Wall 19.0 529.0 0.80 423.2 Base Total: 1793.1 1 As -Built Total: 834.0 3169.2 EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /ResFREE'2001 FLR1 PB v3.21 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, Fl, PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2677.0 -0.59 - 1579.4 2677.0 -0.59 - 1579.4 Winter Base Points: 17012.7 Winter As -Built Points: 14294.9 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 14294.9 0.606 (1.000 x 1.169 x 0.93) 0.501 0.950 4629.2 14294.9 0.394 (1.069 x 1.169 x 0.93) 0.501 0.950 3006.7 17012.7 0.6274 10673.7 1 14294.9 1.00 1.121 0.501 0.950 7635.9 EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /ResFREE'2001 FLR1 PB v3.21 FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, Fl, 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 0.91 3 1.00 2655.47 1.00 7966.4 As -Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 15003 10674 8238 33915 12354 7636 7966 27956 PASS 1 , V 14E ST s rlcoD w1r EnergyGaugeTm DCA Form 60OA -2001 EnergyGauge® /ResFREE'2001 FLR1 PB v3.21 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , Atlantic Beach, Fl, PERMIT #: 6A -21 INFILTR RED COMPLIANCE CHE CKLIST CO MPONENTS SE CTION REQ UIREMEN TS FO EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 M axinri cfm /sq.ft. window area; .5 cfm /sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top_plate. Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter penet rations 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 seale 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 conditio space, tested. Multi -story Houses 606 Air barrie on pe of flo or cavkK between floors. Additional Infiltration regts 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 byall res idenc_e s•) _ COMPONENTS SECTION REQUIR _ '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 Water flow must be restr icted 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. Duc in unconditioned attics: R-6 min. in sulatio n. HVAC Cont rols 607.1 Separate readil 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 -2001 EnergyGaugeO /ResFREE'2001 FLR1 PB v3.21 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.8 The higher the score, the more efficient the home. Atlantic Beach, Fl, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi - family Multi - family - a. Central Unit Cap: 31.6 kBtu/hr _ 3. Number of units, if multi - family 4 - SEER: 10.00 _ 4. Number of Bedrooms 3 - b. Central Unit Cap: 22.7 kBtu/hr _ 5. Is this a worst case? No - SEER: 10.00 _ 6. Conditioned floor area (11 2677 ft c. N/A 7. Glass area & type - a. Clear - single pane 0.0 ft _ 13. Heating systems b. Clear - double pane 341.0 11 - a. Electric Heat Pump Cap: 31.1 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft _ HSPF: 6.80 _ d. Tint/other SHGC - double pane 0.0 ft b. Electric Heat Pump Cap: 20.2 kBtu/hr _ 8. Floor types _ HSPF: 6.80 _ _ a. Raised Wood R =19.0, 529.0 ft _ c. N/A b. Raised Wood, Adjacent R=19.0,180.0 11 c. 1 Others 125.0 112 - 14. Hot water systems 9. Wall types - a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R =6.0, 438.0 11 - EF: 0.91 _ b. Frame, Wood, Adjacent R =11.0, 96.0 ft _ b. N/A c. Frame, Wood, Exterior R=19.0,1499.0 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, 1185.0 ft _ 15. HVAC credits MZ -C, MZ -H _ b. N/A _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Interior Sup. R=6.0,150.0 ft - RB -Attic radiant barrier, b. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0,125.0 ft 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) THE Sr in this home before final inspection. Otherwise, a new EPL Display Card will be completed wQvo = 9� 0,,� based on installed Code compliant features. Builder Signature: Date: a Address of New Home: City/FL Zip: 1'c0D WE��5 ` *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 EPAIDOE EnergyStar 'designation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -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 Efciency Code For Building Construction, contact the Department of Community Affairs at 8501487 -1824. EnergyGauge® (Version: FLRIPB v3.21) DATE: 12/17/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: Ocean Breeze R.B. Ellis Energy Design Systems Job Name: lst & 2nd Floors DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 R Sensible Room Heating Heating Cooling Cooling Name - - BTUH - _CFM BTUH CFM WHOLE HOUSE 31110 1037 27781 1158 __ - HEATING COOLING DELTA T 40 DELTA T 23 Equipment Brand Model Number: Air Handler Compressor Capacity in BTUs: Cooling Heating Sensible Load in BTUs ' Latent Load in BTUs NOTE:* *Calculated air flow is based upon load requirements verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904 - 287 -5339 DATE: 12/17/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared B y Ocean Breeze R.B. Ellis Energy Design Systems Job Name: 1 st & 2nd Floors EXPOSURE GLASS NORTH SOUTH EAST ___ _ WEST NE /NW SE /SW HORZ TOTAL AREA101. _ -- 40----------- - - - - -- --------------------------------- COOLING 2525 1600 68 209 HEATING 3232 1280 5032 9157 ------------------------------------ 2176 -------------------------- - 6688 - WALLS ------------------------ - - - - -- TOTAL AREA 1621 ---------------------------------------- COOLING 4053 1621 HEATING 6484 4053 ------------------------ - - - - -- 6484 DOORS --------------------- ---------------- TOTAL ------------------------------------ AREA 61 - COOLING 805 61 HEATING 1263 805 ---------------------- - - - - -- 1263 --------------------------------- FLOOR AREA COOLING HEATING ----- ---------------------------------------------------- SLAB 125 4550 RAISED WOOD - 180 162 396 -- - - -- -------------------------- -------------------------- CEILING AREA COOLING HEATING UNDERATTIC ----------------------------------------------------------- SGL ASSEMBLY KNEE WALL MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3658 Lights & Appl. Load 1200 Latent Safety Btuh 183 Ventilation Load Duct Heat Gain 1639 Infiltration Load 2215 Sensible Safety Btuh 940 TOTAL SENSIBLE LOAD 27781 TOTAL LATENT LOAD 3841 Summer ACH 0.5 Temp. Swing Mult. 1.00 * ** Total Cooling Load 31622 BTUH Or 2.64 Tons * ** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 9325 Ventilation Load Duct Heat Loss 969 Safety Btuh Winter ACH 1.0 1435 * ** Total Heating Load 31110 BTUH Or 2.59 Tons * ** DATE: 12/17/02 MANUAL "J" SUMMARY REPORT Prepared For: Prepared By: Ocean Breeze R.B. Ellis Energy Design Systems Job Name: 3rd Floor DESIGN CONDITIONS For Atlantic Beach OUTDOOR INDOOR SUMMER WINTER SUMMER WINTER Dry Bulb 95 32 72 72 Wet Bulb 78 62 Daily Range 19 Daily Swing 3 Latitude 30 Elevation 29 Safety Factor 5 Latent Factor 29 Room Sensible Name Heating Heating Cooling Cooling BTUH CFM BTUH CFM - - - - - -- - - - - - -- - - -- WHOLE HOUSE 20203 673 19410 809 - - - -- - HEATING COOLING DELTA T 40 DELTA T 23 Equipment Brand Model Number: Air Handler Compressor Capacity in BTUs: Cooling Heating Sensible Load in BTUs ' Latent Load in BTUs NOTE: **Calculated air flow is based upon load requirements Verify that air flow calculated is compatible with selected equipment requirements. * ** PREPARED BY ENERGY DESIGN SYSTEMS 904 - 287 -5339 DATE: 12/17/02 MANUAL "J" DETAILED REPORT FOR WHOLE HOUSE Prepared For: Prepared By: Ocean Breeze R.B. Ellis Energy Design Systems Job Name: 3rd Floor EXPOSURE GLASS NORTH SOUTH EAST WEST NE /NW SE /SW HORZ ----------- ------------- - - - - -- TOTAL ------------------- - - - - -- AREA 40 40 52 ------- - - - - -- COOLING 1000 1600 3848 132 HEATING 1280 1280 1664 6448 ------------------ - - - - -- 4224 WALLS ------------------------- - - - - -- TOTAL AREA 1532 --------------------------------------- COOLING 2451 1532 HEATING 4136 2451 -------------------------- - - - - -- 4136 DOORS TOTAL AREA ---------------------------------------- -------------------- COOLING HEATING ------- ------ - - - - -- ------------------------- - - - - -- FLOOR AREA COOLING HEATING SLAB ----------------------------- ------------------- RAISED WOOD 529 476 1164 ----- ------ - - - - -- ------------------------- - - - - -- CEILING AREA COOLING HEATING ----------------------------------------- ----------------- UNDER ATTIC 1185 1837 1778 SGL ASSEMBLY KNEE WALL MISCELLANEOUS COOLING LOADS --------------------------- People Sensible Load 1200 Latent Load 3093 Lights & Appl. Load Latent Safety Btuh 155 Ventilation Load Duct Heat Gain 1297 Infiltration Load 1758 Sensible Safety Btuh 708 TOTAL SENSIBLE LOAD 19410 TOTAL LATENT LOAD 3248 Summer ACH 0.5 Temp. Swing Mult. 1.00 * ** Total Cooling Load 22658 BTUH Or 1.89 Tons * ** MISCELLANEOUS HEATING LOADS --------------------------- Infiltration Load 7401 Ventilation Load Duct Heat Loss 565 Safety Btuh 935 Winter ACH 1.0 * ** Total Heating Load 20203 BTUH Or 1.68 Tons * ** MAP SHOWING BOUNDARY SURVEY OF LOT _s 1 -) BLOCK ___ AS SHOWN ON MAP OF 7L t11V7 F66,97 Cfl AS RECORDED IN PLAT BOOK S PAGES OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA CER 77FIED FOR: 9. S(,' .L nil S 7/2 EE T (40' A? %� /OU. pp• -- � og> ►5 PslLr -1 9 9 -83 . • l 2 "/�4LM 15o c NU7 ELEIJ. 9 0 < lZ "pgL/`l �,� /3ASEO oiv ,v6 rrfZ) (929 � � 00. N 01 l " / P•pCM I vi vi PALM ° 0 14.9' k l, 22•o' I e1 r.4 3Co.5 (io.25') '< N X FFE =/0.79 zr.a o to 57''`� VI N o 4' G7LN1 ZO.U' � ldJ N 5.4' 5 ly n G\ • 14 "PiaLM o 0� N CI1°tAPP o� hurvmi vim OFFM' X P � � a S' PALM • o o � x V- L .. /U" PALM 2 ❑ 8 �0 °l� �y � 24" / -IULLy • l P,C1CM /2••�v�L� �, f.3 �yPALM —X 4'G�larNu 12 RA L/2 S G•. °� (o. ) ' 2.a' X 1a. /00.05' KAC-T). r2 10 b THE PROPERTY SHOWN HERE 'N APPEARS TO LIE WITHIN FLOOD HAZARD ZONE L_ AS SCALED FROM FLOOD INSURANCE RATE MAP FOR THE CITY OF ' , FLORIDA, DATED 4- I 8`- AND IS SHOWN AS A COURTESY Ole IL Y AND DOES NOT CONSTITUTE A CER77FCA77ON OF SAME. TRI- .$TATS LAND SURVEYORS, INC. 8411 BA YMEADOWS WA Y SUI TE #2, JACKSON llILLE, FL ORIDA 32256 (904) 731— 7235 LEGEND ■ cma uav • ARM CM THIS 5 'URVFv GOE N OT REFLECT OR DETERMINE OWNERSHIP. rEN WI' CAP i cs " ) - X - fovct N v, v'AUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL O rR COR (FOUND) O . F A FLORIDA LICENSED SURVEYOR AND MAPPER. ® OR= CUT &R.L BUR.&NG RESnwcnav UvE LARRY G. EDDY, P.L.S. No. 4144 i EW'T EASEUav GLENN M. BROADSTRF_ET, P.S.M, No. 5814 f R ate WA COV. COWNfD AREA ALE.' f cn NnD vmw.wE A/t aSTAMW PAD RA (R) RA r REGISTERED SURVEYOR AND MAPPER, aA/ AL pSTANCE /7_ STATE OF 1`7ORIDA (LB #4921) E=l CONO - 7E i I F.B. 7754 PG 3 _q ORDER NO. S1L- Mi! MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017 -5746 Re:7037b Telephone 314/434 -1200 Sun & Ski/ Duplex B Townhomes Fax 314/434 -5343 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Builders Truss Manufacturing Pages or sheets covered by this seal: I4297989 thru I4298003 My license renewal date for the state of Florida is February 28, 2003. R E � 4 J*i -9 Qj '. No. December 27,2002 dwa y, Gaby The s on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI /TPI -1995 Sec. 2. Job russ russ ype ty Ply un kl/ Duplex B ownhomes 7,0378 A01 ROOF TRUSS 12 1 14297989 Builders russ oo Ine, A to tional) 9•. Orman a er s ct r e n ustries, nc. on ec age 1a-a -a 14-4 -8 5x6 = Scale = 1:39.1 5 1.5x4 II 5.00 12 4 3x4 3 3x4 = 3x4 2 1 3x4 = 10 Io 3x4 = 9 8 7 11 6 2x4 11 3x4 = 3x4 = 3x8 11 3-68 -8 7-1-0 10 -7-0 14-4 -8 1 3-6-8 3-6-8 3-6-0 3-9-8 0 -3-8 Pl ate sets ) : 11:0-1 -11, - -1 - 4 _ _ 1- 1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.96 Vert(LL) 0.36 7 -8 >470 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.29 7 -8 >582 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.03 10 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 360 Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No. 1D BOT CHORD Rigid ceiling directly applied or 7 -0 -4 oc bracing. WEBS 2 X 4 SYP No.3 "Except' 5 -6 2 X 4 SYP No.1D OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 1 = 592/0 -6 -0, 10= 807/0 -3 -8 Max Horz 1 = 533(load case 4) Max Uplift =- 351(load case 4), 10=- 757(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -1056, 2 -3= -920, 3 -4= -248, 4 -5= -152, 6 -10 =589, 5 -10= -213 BOT CHORD 1 -9 =909, 8 -9 =909, 7 -8 =821, 7 -11 =157, 6 -11 =157 WEBS 4-7=49, 2-9=-34, 3-8=550, 2-8=-96, 3-7=-902 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Bearing at joint(s) 10 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 1 and 757 lb uplift at joint 10. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 Uniform Loads (plf) Vert: 1 -5= -60.0, 1 -11 = -20.0, 6 -11 = -100.0 JM Gaby S. Redwanly, Lic.N49682 iTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNING - Ver(/y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslbillty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard DSO-89 Bracing Specification, and HIS -91 MiT ek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI $3719. Job I russ russ Type ty Ply Sun & Ski/ Duplex B Townhomes 7037B A01A ROOF TRUSS 28 1 14297990 Builders russ g., oo Ine, 1 Orman a er (o ti dust • s ct I e n ustrles, Inc. on ec age 5 -14 9 -7 -2 14.4 -8 5-1.4 4 -5.14 4 -9-6 3x8 = Scale = 1:38.4 4 5.00 12 3x4 3 3x4 3x4= 2 1 3x4 = B Io 3x4 = 7 6 5 2x4 11 3x4 = 4x4 = 5 -14 9-7-2 14-4-8 5 -14 4 -5-14 49-6 Plate Offsets -1 -11, -0-11, [4:0-4-8, -1 -4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.03 7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.03 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) -0.01 8 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 96 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8 -4 -8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2 REACTIONS (lb /size) 1 = 547/0 -6 -0, 8 = 556/0 -3 -8 Max Horz 1 = 523(load case 4) Max Upliftl =- 317(load case 4), 8=- 557(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-960,2-3=-509,3-4=33,5-8=432,4-8=-124 BOT CHORD 1 -7 =816, 6 -7 =816, 5 -6 =422 WEBS 2 -7 =117, 2 -6 = -441, 3 -6 = 283, 3 -5 = -560 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Bearing at joints) 8 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 1 and 557 lb uplift at joint 8. 41 This truss has been designed with ANSI /TPI 1 -1995 criteria. 51 This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard Gaby S. Redwanly, Lic.1149682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Hui Design valid lot use only wBh MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -98 Quality Standard, DSB -89 Irocing Specification. and Hit-91 MiTek® Hand I nstalling and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. ob Truss russ ype TCt Ply un & Ski/ Duplex Ownhomes 7,037B A01 G ROOF TRUSS 2 1429 7991 w ers russ oo ne, (o tiona1) 9•• Orman a er s i e n ustries, nc. on ec e 9 -7.14 14 6-0 9 -7 -14 4x8 Scale= 1:41.3 6 1.5x4 II 5 00 ri 2 1.5x4 11 5 4 3x4 3x4 = 3 3x4 2 1 3x4 = � n I 3x4 = 11 10 9 8 13 7 2x4 I I 3x4 = 30 = 2x4 11 2x4 I I 3 -3-7 6-6 -14 9 -7 -14 10 -7-0 14-8-0 3 -3-7 3 -3 -7 3-1-0 0 -11 -2 4 -1 -0 Plate Offsets ( ): 11 : - 1 -11, 0- 11, LOADING (psf) SPACING 2 -0 -0 =BCO. DEFL in floc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 Vert(LL) 0.25 9 -10 >669 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 Vert(TL) -0.20 9 -10 >835 BCLL 0.0 Rep Stress Incr NO Horz(TL) 0.02 12 n/a BCDL 10.0 Code SBC /ANS195 1st LC LL Min I /dell = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 6 -7 2 X 4 SYP No.2 REACTIONS (lb /size) 1 = 592/0 -6 -0, 12= 807/0 -3 -8 Max Horz 1 = 533(load case 4) Max Uplift =- 350(load case 4 ), 12=- 757(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -1049, 2 -3= -972, 3 -4= -273, 4 -5= -223, 5 -6= -165, 7 -12 =565, 6 -12= -236 BOT CHORD 1 -11 = 903, 10 -11 = 903, 9 -10= 872, 8 -9= 181, 8 -13= 181, 7 -13 =181 WEBS 4- 9 = -59, 5 -8 =109, 3 -10 =602, 2 -11 = -60, 2- 10 = -34, 3 -9= -945 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Bearing at joint(s) 12 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 350 lb uplift at joint 1 and 757 lb uplift at joint 12. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) 2 -ply truss to be connected together with 10d Common(. 148 "x3 ") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Bottom chords connected as follows: 2 X 6 - 2 rows at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard f 1) Regular: Lumber Increase= 1. 25, Plate Increase= 1.25 — Uniform Loads (plf) Vert: 1- 6= -60.0, 1 -13= -20.0, 7- 13= -100.0 Gaby S. Redwanly, Lic.#49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.tl6634 AWARNINO - VerVy design parameters and READ NOTES ONTHM AND REVERSE SIDE BEFORE USE. Design voild for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -BB Quality standard, DSB -89 Bracing Specification, and HI9-91 MiTek® Han Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Job Truss Truss Type Qty Ply Sun & Ski/ Duplex B Townhomes 7,037B A02 ROOF TRUSS 6 14297992 Builders Truss Mfg., Woodbine, GA 31569 o tional 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Dec 27 16:49:01 2002 - Paget 14-4 -8 14 -4 -8 3x8 = Scale = 1:37.0 5 3x4 5.00 F 1 2 4 1.5x4 I I 3x4 = 3 3x4 2 4 -0-0 3x4 = „ I 0 3x4 = 10 9 12 8 76 2x4 I 3x4 = 3x5 II 5x5 = 3 -3-8 6-7 -0 10 -7 -0 14 -4 -8 1 - 3-3-8 3-3 -8 4-0-0 3 -9 -8 0 -3-8 Plate Offsets (X,Y): 1:0 -1- 12,0 -0-1 , 5:0- 4- 8,0 -1-4 , 6:0- 2- 8,0 -2 -12 , 8:0- 1- 8,0 -2 -12 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL) 0.29 9 >578 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.23 9 >714 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) -0.02 11 Na BCDL 10.0 Code SBC /ANSI95 (Matrix) 1 st LC LL Min I /defl = 360 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 53 -5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-9 -5 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb /size) 1=681/0-",11=758/0-3-8 Max Horz 1= 533(load case 4) Max Uplift 1= -420(load case 4), 11=- 719(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1415,2-3=-777,3-4=-725,4-5=-62,6-11=712,5-11=46 BOT CHORD 1-10=1239,9-10=1239,9-12=662,8-12=662,7-8=662,6-7=-5 WEBS 4-8 =818, 3- 9 = -79, 4- 7= -1142, 2 -10 =349, 2 -9 = -039 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verity capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 1 and 719 lb uplift at joint 11. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) Load case(s) 1, 2, 3, 4, 5 has been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.25, Plate Increase =1.25 /Gaby S. Redwanly, Lic.#49682 Uniform Loads (pIf) MiTek Industies, Inc. Vert: 1 -5= -60.0, 1- 12= -20.0, 8- 12=- 100.0, 6-8= -20.0 14515 North Outer Forty Drive 2) Wind Left: Lumber Increase =1.60, Plate Increase =1.60 Suite 300 Uniform Loads (pIf) Chesterfield, MO, 63017 Vert: 1 -5 =48.7, 1- 12= -10.0, 8 -12 =28.7, 6 -8= -10.0 Cert.#6634 WARNING - Ver(fy design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST -88 Quality Standard, DSB -89 Bracing Specification, and HIS -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Job =A02 Truss Type Qty Ply Sun & Skil Duplex B Townhomes 14297992 7,037B ROOF TRUSS 6 1 (optional Builders Truss Mfg., Woodbine, GA 31569 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Dec 27 16:49:01 2002 Page 2 LOAD CASE(S) 3) Wind Right: Lumber Increase =1.60, Plate Increase =1.60 Uniform Loads (plf) Vert: 1 -5 =43.7, 1- 12= -10.0, 8 -12 =23.7, 6 -8= -10.0 Horz: 1 -5= -57.7 4) 1st Wind Parallel: Lumber Increase =1.60, Plate Increase =1.60 Uniform Loads (plf) Vert: 1 -5 =73.1, 1- 12= -10.0, 8 -12 =53.1, 6 -8= -10.0 Horz 1 -5= -87.1 5) 2nd Wind Parallel: Lumber Increase =1.60, Plate Increase =1.60 Uniform Loads (plo Vert: 1 -5 =35.5, 1- 12= -10.0, 8 -12 =15.5, 6 -8= -10.0 Horz: 1 -5 =-49.5 I I &WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be�� Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance iegoiding iabrloation, quality control, storage, delivery, erection and bracing, consult QST -68 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek Handling Installing and Bracing Ro � commndatlon available from Truss Plate Institute, 583 D'Onotrlo Drive, Madison, WI 53719. Job russ russ Type ty Ply un ki! Duplex B Townhomes 14297993 7037B A03 ROOF TRUSS 2 1 (optional) Builders Truss Mfg., Woodbine, GA 31569, Norman Raber 4.201 SR1 s Oct 17 2002 M Industries, Inc. Mon Dec age 6 -7 -5 13-0-0 14 -0� 6 -7 -5 6-4 -11 1-8-0 4x4 — 48 Scale = 1:36.6 = 3 4 5.00 12 3x4 3x4= 2 3x4 = � Io 3x5 = 7 6 5 1.5x4 II 3x4 = 1.5x4 II 6 -7 -5 13 -M 1448-0 6 -7 -5 6-4 -11 1.8-0 Pl ate Offsets ): [1:0-0-1,0-0-111, [3:0-2-0,0-2-41, [4: Edge, 0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.14 6 -7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.49 Vert(TL) -0.14 6 -7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) -0.00 8 n/a BCDL 10.0 Code SBC 1ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1 = 559/0 -6 -0, 8= 568/0 -3 -8 Max Harz 1 = 492(load case 4) Max Uplift =- 342(load case 4), 8=-551 (load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -935, 2 -3= -190, 3- 4 = -95, 5 -8 =335, 4 -8= -230 BOT CHORD 1-7=786,6-7=786,5-6=96 WEBS 2 -7 =195, 2 -6 = -759, 3 -6 = 32 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 1 and 551 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard Gaby S. Redwanly, Lic.#49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.k6634 AwARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuit CST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI 53719. Job ru Truss Type ty ly un kl/ Duplex B Town homes 14297994 ;703713 ::A04: o ROOF TRUSS 2 1 (optional) ul ers Truss g. rne, Orman a er s Oct I e Industries, Inc. on Dec age 5 -7 -5 11 -0-0 14-8-0 5.7 -5 5 -4-11 3 -8 -0 4x8 = Scale = 1:32.6 4x4 = 3 4 5.00 F12 3x4 El 3X4= 2 3x4 = 1 3 7 6 5 x4 = O 1.5x4 11 3x4 = 3x4 = 5-7 -5 11 -0-0 14-8-0 5-7 -5 5-4 -11 348-0 Pl ate Offsets (X, Y) [1:0-0-0,0-0-151, [3:0-5-4, - 2-41, [4:0-1-12, LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loci I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) 0.06 1 -7 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.06 1 -7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) -0.01 8 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1 = 559/0 -6 -0, 8= 568/0 -3 -8 Max Horz 1 = 419(load case 4) Max Upliftl =- 369(load case 4), 8=- 524(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1 -2= -961, 2 -3= -402, 3 -4 = -8 5 -8 =490, 4 -8 = -78 BOT CHORD 1-7=814,6-7=814,5-6=319 WEBS 2-7=137, 2-6=-555, 3-6=317, 3-5=-559 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 8 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 369 lb uplift at joint 1 and 524 lb uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard f 4Gaby S. Redwanly, Lic.k49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.t/6634 ,&WARNING - VerVy deelyn parameters and READ NOTES ON TMS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Inslalled and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regoiding fabrication, quality control, storage, dellvery, erection and bracing, consuR OST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Job russ russ Type ty Ply un & bki/ Duplex B Townhomes 14297995 7037B A05 ROOF TRUSS 2 1 (optional) Builders Truss IMfg., Woodbine, GA 31569, Norman Raber 4.201 SR1 s ct 17 2002 Mil ek Industries, Inc. Mon Dec age 4 -7 -5 i 9 -0-0 - _ 14-8-0 4 -7 -5 4 -4 -11 5-8 -0 4x8 = Scale = 1:28.8 4x5 = 3 4 5.00 12 1.5x4 E 1 3x4 = 2 3x47 II r = 1 Io 1 6 5 3x4 = 3x4 = 3x4 = 9-0 -0 14-M 9 -0-0 5-8-0 Pl ate Offsets ( ): 1: 1, 14:0-2-8,0-2-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) 0.07 1 -6 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.16 1 -6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.44 Horz(TL) -0.02 7 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 76 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6 -8 -5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1=559/0-6-0,7=568/0-3-8 Max Horz 1 = 346(load case 4) Max Uplift 1 =- 392(load case 4), 7 =-501 (load case 4) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=-915,2-3=-608,3-4=-34,5-7=403,4-7=-163 BOT CHORD 1 -6 =798, 5 -6 =524 WEBS 2- 6 = -311, 3 -6 =289, 3- 5 = -615 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 7 considers parallel to grain value using ANSI /TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 392 lb uplift at joint 1 and 501 lb uplift at joint 7. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard 4 Gaby Lic.k49682wanly, ties, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 AwARMNG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USG. IMM Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. Job russ russ Type Qty Ply un kl Duplex B Townhomes 14297996 70378 A06G ROOF TRUSS 2 1 (o tional) Builders russ g., oo Ine, Norman Raber 4.201 SR1 s Oct 17 2002 Mil ek Industries, Inc. Mon Dec age F _ 3 -7 -5 7 -0-0 10 -10-0 14-8-0 3 -7 -5 3-4 -11 3 -10 -0 3 -10-0 Scale = 1:25.3 4x8 = 5x6 = 5x6 = 3 11 4 12 5 5.00 12 3x4 2 5x6 = 1 0 R o 191 9 8 13 7 14 15 6 3x5 = 1.5x4 11 3x4 = 3x4 = 5x5 = 3-7 -5 7 -0-0 10 -10-0 14-8 -0 3 -7 -5 3-4 -11 3 -10-0 3 -10-0 Plate Offsets MY): [1:0-0-1,0-0-111, 13:0-5-4,0-2-41, [4: - - -1 -1 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) 0.15 8 -9 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) 0.12 8 -9 >999 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) -0.05 10 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 81 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4 -5 -5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3 -8 -5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1 = 997/0 -6 -0, 10= 1571/0 -3 -8 Max Horz 1 = 274(load case 4) Max Uplift =- 1454(load case 4), 10 = -2809(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1 -2= -1950, 2 -3= -1764, 3 -11 = -1172, 4 -11 = -1171, 4- 12 = -38, 5- 12 = -38, 6 -10 =1180, 5 -10= -388 BOT CHORD 1 -9 =1695, 8 -9 =1695, 8 -13 =1628, 7 -13 =1628, 7 -14 =1133, 14 -15 =1133, 6 -15 =1133 WEBS 2 -9 =66, 2 -8= -106, 3 -8 =613, 3 -7= -600, 4 -7 =543, 4 -6= -1508 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 3) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 -1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1454 lb uplift at joint 1 and 2809 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 140.61b down and 497.9Ib up at 7 -0 -0, 140.61b down and 497.91b up at 9 -0 -12, 140.61b down and 497.91b up at 11 -0 -12, and 140.61b down and 497.91b up at 13 -0 -12, and 200.61b down and 495.0Ib up at 14 -4 -8 on top chord, and 470.5Ib down and 883.6Ib up at 7 -0 -0, 46.91b down at 9 -0 -12, 46.91b down at 11 -0 -12, and 46.91b down at 13 -0 -12, and 66.91b down at 14 -2 -12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) This truss design conforms with Florida Building Cade 2001, based on parameters indicated. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase = 1.25 % Uniform Loads (pit) Vert: 1-3=-60.0, 3-5=-60.0, 1-6=-20.0 Concentrated Loads (lb) Vert: 3= -140.6 5= -200.6 6 = -66.9 8= -470.5 4= -140.6 11 = -140.6 12= -140.6 13 = -46.9 14 = -46.9 15 = -46.9 Gaby S. Redwanly, Lic.k49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - Veryy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MBek connectors. This design is based only upon parameters shown, and is for an Individual building component to us be mm Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not tr uss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuff GST -88 Quality Standard, DSB -89 Bracing SpeciBcatlon, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 593 D'Onotrla Drive, Madison, WI 53719. Job russ Truss Type Qty Ply un & Ski/ Duplex ownhomes 14297997 7037B A07 ROOF TRUSS 6 1 to tional) Builders russ g., oo Ine, Norman a er s ct r e n ustnes, Inc. Mon Dec age 5 -7 -13 11 -4 -8 r 5 -7 -13 5-8 -11 3x4 I I Scale = 1:312 3 5.00 12 3x4 2 1 3x4 = 5 4 1.50 II 3x4 = 5 -7 -13 11-4 -8 r 5-7-13 5 -8-11 ate sets Y): [3:0-1-4,0-2- LOADING (psf) SPACING 1 -3 -0 CSI DEFL in floc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.26 Vert(LL) 0.01 5 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.14 Vert(TL) -0.02 4 -5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(TL) •0.01 4 n/a BCDL 10.0 Code SBC /ANSI95 1st LC LL Min 1 /deft = 360 Weight: 54 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1 = 274/0 -6 -0, 3= 105 /Mechanical, 4= 170 /Mechanical Max Horz 1 = 266(load case 4) Max Uplift =- 157(load case 4), 3=- 154(load case 4), 4=- 122(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-325 BOT CHORD 1 -5 = 293, 4 -5 = 293 WEBS 2 -5 =69, 2- 4 = -323 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 1, 154 lb uplift at joint 3 and 122 lb uplift at joint 4. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard f Gaby S. Redwanly, Lic. #49682 / MiTek Industies, Inc. l 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARMNG - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Job ZF Truss Type ty Ply un i/ uplex B Townhomes 14297998 7037B 01 ROOF TRUSS 2 1 to tional) ur ers rug., oo ine, orman a er s ct i e Industries, Inc. on Dec age 5 -M 1.5x4 II 1 — 5-0-0 2 Scale = 1:26.1 h I\F - 1 ah 4 5 6 7 3 2x4 I I 5 -M 4x4 — 5-0-0 P late Offsets (X,Y) [1:0-1-12,0-2-4 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.35 Vert(LL) 0.05 3 -4 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.21 Vert(TL) 0.03 3 -4 >999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a BCDL 10.0 Code SBC /ANS195 (Matrix) 1st LC LL Min I /deft = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -0 -0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 4= 304 /Mechanical, 3= 222 /Mechanical Max Uplift4 = -347(load case 2), 3=- 347(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1- 4 = -141 1 -2 =0, 2- 3 = -141 BOT CHORD 4 -5 = -0, 5 -6 = -0, 6 -7 = -0, 3 -7 = -0 WEBS 1 -3 =0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide adequate drainage to prevent water ponding. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 347 lb uplift at joint 4 and 347 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1 -1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 149.91b down and 132.11b up at 1 -2 -10, and 132.1lb up at 2 -6 -0, and 132.1lb up at 3 -9 -6 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard 11 Regular: Lumber Increase= 1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: 1 -2= -60.0, 3- 4 = -20.0 ! Concentrated Loads (lb) / Vert: 5 = -149.9 ,T ✓� r f Gaby S. Redwanly, Lic.N49682 / MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.tl6634 A WARNING - Ver{ fy design pa>'arneters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be in slailed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer • not truss deslgnet. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Qualit Standard, DSB -89 Bracing Specification. and HIS-91 MiTek® Handling Installing and Bracing Recommendation ovallable from Truss Plate Insiltute, 583 D'Onofrlo Drive, Madison, W153719. Job russ Truss ype ty Ply un ki/ Duplex B Townhomes 14297999 7037B J01 ROOF TRUSS 4 1 (optional) Build Truss Mfg., Woodbine, GA 31569, Norman Raber 4.201 SR1 s ct 17 2002 M il ek InUu Inc. Mon Dec 23 16:24:40 2002 Page 1 -0-0 1 -0-0 5.00 f 12 2 Scale = 1:6.5 3 3x4 = 1 -M 1 -M LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.02 Vert(LL) n/a n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 1 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1= 38/0 -6 -0, 2 =28 /Mechanical, 3 =9 /Mechanical Max Horz 1 = 54(load case 5) Max Uplift =- 11(load case 5), 2=- 52(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12 BOT CHORD 1 -3 =0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 52 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASEIS) Standard Gaby S. Redwanly, Lic.#49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.i/6634 AWARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. mm Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be � Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST -88 Qualit Standard, DSB -89 Bracing Specification, and HIS -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. Job russ russ ype ty Ply un kl/ Duplex B Townhomes 70376 J03 ROOF TRUSS 4 1 14298000 al) B uilders russ g., oo rne, Orman a er s ct r ' k e o tion n ustrres, I n.. on ec • age 3 -0-0 3 -0-0 2 Scale = 1:10.3 5.00 12 i 3 3x4 = 3 -0-0 3 -0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (loc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.13 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.03 Vert(TL) -0.00 1 -3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1 st LC LL Min I /defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 3 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1 = 108/0 -6 -0, 2 = 81 /Mechanical, 3 = 27 /Mechanical Max Horz 1 = 125(load case 5) Max Uplift =- 51(load case 5), 2 =- 132(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =30 BOT CHORD 1 -3 =0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 132 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard Gaby S. Redwanly, Lic. #49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. r_�® Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and Is tot an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 CST - 88 Quality Standard, DSB -89 Bracing Specification, and HIS -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI 53719. Job russ russ Type ty Ply Duplex B Townhomes -7037B : J05 ROOF TRUSS 4 1 14298001 w ers russ oo Ine, (o tional) 9•• orman a er s ct I e n ustnes, Inc. on ec age 5 -0-0 5 -M 2 Scale = 1:14.9 5.00 F , 2 1 3 3x4 = 5 -0-0 5-0-0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.37 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.03 1 -3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC /ANS195 (Matrix) 1st LC LL Min I /defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (Ib /size) 1 = 188/0 -6 -0, 2= 141 /Mechanical, 3 =47 /Mechanical Max Horz 1 = 198(load case 5) Max Upliftl =- 100(load case 5), 2=- 219(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =49 BOT CHORD 1 -3 =0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 1 and 219 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1 -1995 criteria. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard r= Gaby S. Redwanly, Lic.k49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.t/6634 ,&WARNING - V.Wy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation at component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB OST -88 Qualify standard, DSI.89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Job russ r6 I ype Qty P y un ki/ Duplex B ownhomes 70378 J08 ROOF TRUSS 10 1 14298002 (o Builders russ g., oo tne, A Orman MaDer 4. 201 s ct I e n tional) ustries, nc. on ec age 7 -M 7-0 -0 2 Scale = 1:18.8 5.00 F1 2 1 1 3 3x4 = 7 -M 7 -M LOADING (psf) SPACING 2 -0 -0 CSI DEFL in floc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.20 Vert(TL) -0.10 1 -3 >765 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code SBC /ANS195 (Matrix) 1st LC LL Min I /deft = 360 Weight: 221b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 7 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10 -0 -0 oc bracing. REACTIONS (lb /size) 1 = 268/0 -6 -0, 2= 201 /Mechanical, 3 =67 /Mechanical Max Horz 1 = 270(load case 5) Max Upliftl =- 148(load case 5), 2=- 307(Ioad case 5) FORCES (lb) - First Load Case Only TOP CHORD 1 -2 =68 BOT CHORD 1 -3 =0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 1 enclosed building, with exposure C ASCE 7 -98 per SBC /ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 1 and 307 lb uplift at joint 2. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard Gaby S. Redwanly, Lic.N49682 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 ,&WARNING - Verify design parameters and READ NOTES ON TINS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblllty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility at the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding lobrdcotdon, quality control. storage, delivery, erection and bracing, consuR OST -88 Quality Standard, DSB -89 Bracing Specification, and HIS -91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, Wi 53719. Job russ Truss ype ty Ply un ki/ Duplex B Townhomes 7037B JC09 ROOF TRUSS 2 1 14298003 Builders Truss g., oo ine, orman Haber s ct 1 1 0 9 1 ! 21 nies, nc. on ec age s -to -t s -t o -1 5x5 % Scale = 1:20.8 4 5 3 54 12 5x5 11 3 3x4 10 2 9 t 12 8 13 7 14 6 3x4 = 1.5x4 II 3x4 = 3x4 = 3-4 -14 6-4 -14 9.10 -1 3-4 -14 3 -0-0 3-5 -3 Plate Offsets 1 4: LOADING (psf) SPACING 2 -0 -0 CSI DEFL in (Ioc) I /defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.07 7 -8 >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.25 BC 0.85 Vert(TL) 0.06 7 -8 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.40 Horz(TL) -0.03 6 n/a BCDL 10.0 Code SBC /ANSI95 (Matrix) 1st LC LL Min I /deft = 360 Weight: 48 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6 -0 -0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4 -6 -10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb /size) 1 = 388/0 -8 -8, 6= 444 /Mechanical, 4= 110 /Mechanical Max Horz 1 = 269(load case 2) Max Upliftl =- 850(load case 4), 6=- 874(load case 4), 4=- 190(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1 -9= -879, 2 -9= -868, 2 -10= -678, 3 -10= -621, 3 -11 = -73, 4 -11 =22, 4 -5 = -4 BOT CHORD 1 -12 =806, 8 -12 =806, 8 -13 =806, 7 -13 =806, 7 -14 =627, 6 -14 =627 WEBS 4 -6 =0, 2 -8 =48, 3 -7 =204, 3 -6= -749, 2 -7= -194 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition I enclosed building, with exposure C ASCE 7 -98 per SBC /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 850 lb uplift at joint 1, 874 lb uplift at joint 6 and 190 lb uplift at joint 4. 4) This truss has been designed with ANSI /TPI 1 -1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 175.71b up at 1 -4 -15, and 41.31b down and 431.21b up at 4 -2 -15, and 161.31b down and 712.81b up at 7 -0 -14 on top chord, and 21.31b up at 1 -4 -15, and 13.81b down at 4 -2 -15, and 53.81b down at 7 -0 -14 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.25, Plate Increase = 1.25 Uniform Loads (plf) Vert: 1- 5= -60.0, 1- 6 = -20.0 Concentrated Loads (lb) Vert: 9 =63.8 10 = -41.3 11 = -161.3 12 =21.3 13 = -13.8 14=- 53.8 Gaby S. Redwanly, Lic.M49682 f MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNMG - Ver{fy design parameters and READ NOTES ONTHzs AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard, DSB -89 Bracing Specification, and HIB -91 MiTek® Handling Installing and Bracing Recommendaflon available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI 53719. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/02/04 Parcel Number . . . - - - Property Address . . . 332 2ND ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . RESIDENTIAL SINGLE FAMILY Owner . . . . . . . . . LEGARDE, KAREN Contractor . . . . . . R.E.C. CONSTRUCTION, INC. 904 730 -2300 Application number 03- 00025729 000 000 Description of Work TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . u1 ding O fici,�Ll VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & zoning CITY OF ATLANTIC BEACH Inspection Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: ��C�MB�R ► 204 Contractor Name: R • E ' C ' ° N S� R UIC� 10 N Permit #: 03- Property Address 331 2 N p 5T R� �T nor q B LO Cac 3 SVVI VI S MN `` A Legal Description: � Improvements to the above - described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: ❑ Single - Family Residence ❑ Commercial CZ( other: P O P L E X- 2' 5T0(Ry 91F-5- Lowest Floor Elevation: Required As Built The following must be completed before issuing Certi fftcate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works Planning Dept. 2,- Z - Z c d y S Building Dept. 1 Z 2 - e5 Final Survey with FFE Yes ❑ No All Re- Inspect Fees Paid Yes ❑ No MAP SHOWING BOUNDARY SURVEY OF LOTS 7 AND 9, BLOCK 3, SUBDIVISION "A ", ATLANTIC BEACH, ACCORDING TO PLAT THEREOF, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORD - C Mgj� A,UR DA CITY OF ATLANTIC BEACH v CERTIFIED TO: BUILDING 7CNIhIG HERITAGE BANK OF NORTH FLORIDA HEAD, O FULTON, P.A. SE C P 2 12004 LAWYERS TITLE INSURANCE CORPORATION j S E C O N D S T R E E T E (40' RIGHT OF WAY - ASPHALT PAVING) L1I N 83'42'00" E 100.00' (PLAT & MEASUR �_ - -, - -- -- - y - - ' - L BY.- - SOUTH LINE SECOND STREET (BASIS OF BEARINGS) S 83'42'00" W 150.00' a 50.0' 50.0' FOUND 1/2' IRON PIPE W NO IDENTIFICATION z Z BRICK BRICK Lu z a �t.a' DRIVE DRIVE t_s1 b o 0 NL) O ° U N N < \Z N N F ° z ° 14.0' 1 z < 22.0' 14.00' D O 8. 22.5' 8. ] 3 LL Z O >- W a a z Q w F.F.E. 10.50' wym _ 3 wa °wF F.F.E. 10.51' W muo Y C; a a x U w� g ° F - 0 om< J m N 0 0 o m v° u c J a U v e a 1n �c a. u U „~ n n h u U v O oo ss' STUCCO 9.4 ' 9.7 WAU S 9.7 0 O WALLS tr O a BRICK M BRICK PAVERS PAVERS •- Q .4' 4.1' 4.2' 1.6 4.0' 4.0' bi t , 1 19.7' w r7 w U U In Z 3 STORY STUCCO 3 STORY STUCCO Y w W Y WOOD SHINGLE WOOD SHINGLE z F U P L w z F- U #332 k X334 #330 do #328 � F ° a 00 z b F.F.E. 10.96' F.F.E. 10.97' in z O O a w Z 2 N J J S n �i "�• = J J O F O - m U U m E'OU ;} t Z tL U LION Em N W �a aELc) WW< m STUCCO WALL STUCCO WALL m W w o z< � 3.8 3.8 4.0 4.0 a 3 > i- O 10.0' 30.3' 1 7' 30.1' 10.0' O. < o a ui 0 14. q tws 14.7 14.9 • cp FA % to . n i:. • . • . ao ao, T �j O U Z 0.7' . .e �• A • .e �. 0 W XV)N O 0.7 O z i`� �F- COVERED COVER z °� F w z Z CONCRETE COVE N < < it w ,�j 0 OU WO to a (TYPICAL) (TYPICAL) 0 n W °� O tn CL Z 0O 3 <wU 0 0 L 0 T 9 L 0 T 7 < Zz Nmm� F- <w om �`' <<ZZ. N x �WW v _'�w m °= z� �Z oz w� �zw < 0W zc, ° <w (r° 0 1.1' 0.5' J woo o f � -CLd 0 ° z 1.9' X 50.0' 4' C HAIN LINK FENCE X 50.0' 1X N S 8342 W 100.00 (PLAT) FOUND 1/2" IRON PIPE S 83'42'40" W 100.14' (ACTUAL) NO IDENTIFICATION r Y L O T 1 0 L O T 8 L O T 6 I- B L O C K 3 B 0 C K 3 B L O C K 3 O ° LEGEND: J J = CONCRETE X = FENCE D] STANDARD NOTES: NOTE: BEARING STRUCTURE BASED ON THE ASSUMED BEARING OF N 6342'00' E ALONG THE MONUMENTED SOUTH LINE OF SECOND STREET PER PLAT BOOK 5 PAGE 69 "X" BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE (OUTSIDE 500 YF.M) AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP DATED 4 -17 -89 FOR THE CITY OF ATLANTIC BEACH, COMMUNITY NO. _i?oo75 PANEL NO. 0001 D _ MOORE SURVEYING & DESIGN, INC SURVEYING AND MAPPING • GPS SERVICES <MOORE> SURVEYING BUSINESS NUMBER 6794 - ENGINEERING BUSINESS NUMBER 9959 CIVIL ENGINEERING DESIGN 5390 ORTEGA BOULEVARD, JACKSONVILLE, FLORIDA 32210 CONSTRUCTION LAYOUT • AS BUILTS (904) 384 -7855 FAX 384 -4665 CERTIFICATION: I HEREBY CERTIFY THAT I AM A LICENSED LAND SURVEYOR IN THE STATE OF FLORIDA, THAT THE INFORMATION SHOWN HEREON WAS COMPILED UNDER MY RESPONSIBLE CHARGE, AND, IN MY OPINION, AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, THE INFORMATION SHOWN HEREON IS I COMPLIANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 61G 17 -6, FLORIDA AD- MINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. DATE OF FIELD SURVEY: 10 -16 -03 p # 1682.0 THIS DRAWING NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCEN ED SURVEYOR AND MAPPER. O B. _86 - -- PG._ ILE # 38/F -36 2 07 20 04 REVISED TO BRING SURVEY UP TO ATE JERRY SIZEMOR . LAND SURVEYOR 1 10 30 03 CHANGED CERTIFICATIONS GALE: 1 "= 20 _ - REVISION DA D SCRIPTION FLORIDA REGISTRA ON NUMBER 4177 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . 03- 00025729 Property Address Date 3/24/03 Tenant nbr, name _ 332 2ND ST Application descri Lion . NEW TOWNHOUSE Property Zoning P TWO FAMILY RESIDENCE RESIDENTIAL SINGLE FAMILY Application valuation 201066 Owner ----- - -- Contractor LEGARDE, KAREN ------ - - - --- OWNER ------ - - - - -- ATLANTIC BEACH FL 32233 - --- -- -- ---------- ----- - - ----------------------------------- Permit BUILDING PERMIT Additional desc Permit Fee 801.00 Issue Date Plan Check Fee 400.50 ------ - - - - -- - - - -- Valuation 201066 Other Fees ---- - - - -- CITY RADON SURCHARGE -----------.16---- CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 13.03 / AB CONSTRUCTION SURCHARGE STATE RADON SURCHARGE 1.44 ?• 3.11 SEWER IMPACT FEES 1` t�v`►'�/�� 1L SEWER TAP FEES 1250.00 1100.00 WATER IMPACT FEE WATER CONNECT /TAP & METER 630.00 525.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due - ------ --- - - - ---- - -- Permit Fee Total 801 400 .00 Plan Check Total 400 .00 801.00 .50 .50 .00 Other Fee Total 3882.74 ' .00 Grand Total 3882'74 .00 .00 5084.24 5084.24 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 10 , 10* 14 0 S0 0 01- S0 . fit o{ Pt °1P as 45i� �t� Pec iPt no. Pa4"a� Da D�SCri„�.i3n 25��ItD 1 �.�4 �ILD1 ��ZtS 1 t e�aer det a�1 ti6� CP�e Brea S�,�q t �'� 3 �2h1� tray J ,, CITY OF ATLANTIC BEACH l J 800 SEMINOLE ROAD r } ATLANTIC BEACH, FLORIDA 32233 v INSPECTION PHONE LINE 247 -5826 r 1119' Application Number . . . . . 03- 00025729 Date 3/24/03 Property Address . . . . . . 332 2ND ST Tenant nbr, name . . . . . . NEW TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 201066 Owner Contractor ------------------ - - - - -- ------------------------ LEGARDE, KAREN OWNER ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 801.00 Plan Check Fee 400.50 Issue Date . . . . Valuation . . . . 201066 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .16 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 13.03 AB CONSTRUCTION SURCHARGE 1.44 STATE RADON SURCHARGE 3.11 SEWER IMPACT FEES 1250.00 SEWER TAP FEES 1100.00 WATER IMPACT FEE 630.00 WATER CONNECT /TAP & METER 525.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 801.00 801.00 .00 .00 Plan Check Total 400.50 400.50 .00 .00 Other Fee Total 3882.74 3882.74 .00 .00 Grand Total 5084.24 5084.24 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED WWCji ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH s� PERMIT CALCULATION SHEET Date: Address 3 3 ,Z s - /U C-i L� c� rU 8 UI Heated Square Footage @ $ 2 -- per sq ft = $ 1 , 7 �( y Garage / Shed 2- @ $ 3 per sq ft = $ Carport / Porch @ $ per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION: $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: � " TOTAL BUILDING FEE $ ZONING: G S -- 2 -- + 1 /2 Filing Fee $ FLOOD ZONE: X (1) Fireplaces @ $35.00 $ 3 IMPERVIOUS SURFACE: 7-- BUILDING PERMIT FEE $ WATER IMPACT FEE $ 3 0 SEWER IMPACT FEE $ L -3 WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $ 1,106 C ((,fib) RADON HRS .0050 $ SECTION H PAVING ( ) $ 0 '— CROSS CONNECTION $ 3 Z� ST(Irr( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 r ✓ CITY OF ATLANTIC BEACH 3' 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 MIS)`� Application Number . . . . . 03- 00025729 Date 3/01/04 Property Address . . . . . . 332 2ND ST Tenant nbr, name . . . . . . NEW TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property,Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 201066 Owner Contractor ------------------ - - - - -- ------------------------ LEGARDE, KAREN R.E.C. CONSTRUCTION, INC. 4241 -4 BAYMEADOWS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 730 -2300 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc.. PAID HVAC ON 03 -25730 Sub Contractor BILL WILLIAMS AC AND HEAT Permit Fee 35.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 35.00 35.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 35.00 35.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 03- 00025729 Date 2/24/04 Property Address . . . . . . 332 2ND ST Tenant nbr, name . . . . . . NEW TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 201066 Owner Contractor ------------------ - - - - -- ------------------------ LEGARDE, KAREN R.E.C. CONSTRUCTION, INC. 4241 -4 BAYMEADOWS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 730 -2300 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . SAWYER GAS COMPANY Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 70.00 70.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 70.00 70.00 .00 .00 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 AKE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL � ? � a , f CITY OF ATLANTIC BEACH `� MECHANICAL PERMIT APPLICATION '`'` � Date: l� tf Property Address: � Z �E.Co v b S� Owner: 6 • Telephone #: Contractor: SAwu a GAS Telephone #: DLl6 r�t1� Contractor Address: C ) b �y►, �l p�0� MAnI �� Fax #: In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of ood ractice listed therein. Type of Heating Fuel: If other construction is being done on this building or site, list the building permit number: ❑ Electric _ a-S \cz., ❑ Gas: _LP Natural _Central Utility 1 ❑ Oil ❑ Other — S eci MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK ❑ Heat _ Space _ Recessed _ Central _ Floor ❑� Residential ❑ Air Conditioning: _ Room _ Central ❑ Duct System: Material Thickness ❑ Commercial Maximum capacity cfin ❑ Refrigeration ❑ New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building ❑ Fire Sprinklers: Number of Heads ❑ Elevator: _— Manlift Escalator (Number) ❑ Replacement of Existing System ❑ Gasoline Pumps (Number) ❑ Tanks (Number) New Installation ❑ LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System ❑ Boilers Gas Piping ❑ Other - Specify ❑ Other — Specify LIST ALL E UIPMENT AIR CONDITIONING, REFRIGERATION EQUIPMENT & CONDENSOR'S Approving Number Units Description Model # Manufacturer Ton' s Agency HEATING — FURNACES, BOILERS, FIREPLACES & AIR HANDLER'S Approving Number Units Description Model # ufacturer BTU's Agency 1 l��c J. 9so -S� 1��b, AGA TANKS Nominal Capacity Type Liquid Serial Approving How Man & Dimensions Contained Manufacturer No. A enc 800 Seminole Road • Atlantic Beach, Florida 32233 -5445 Phone: (904) 247 -5800 • Fax: (904) 247 -5845 • http : / /www.ci.atiantic- beach.fl.us RECEIVED CITY OF ATLANTIC BEACH I BUILDING ex ZONING GEORGE BULL JR. ARCHITECT AR 0004568 JAN 2 6 2004 830 SOUTH THIRD STREET, #206 JACKSONVILLE BEACH, FLORIDA 32250 BY: January 26, 2004 Mr. Don Ford Building Official City of Atlantic Beach City Hall Atlantic Beach, Florida Re: Ocean Breeze Town Homes Second Street Atlantic Beach, Florida Dear Mr. Ford, Please fmd enclosed information regarding a Class A rated material that we would like to use on the underside of the roof plywood a distance of 4' -0" out from the existing 2 hour rated fire separation wall. The material is a paint that has a flame spread of 5 and a smoke developed of 20 which is on the very low end (good) of the scale as to a Class A rating. This type of material has been approved by Mr. Jon Hayes, Building Official, City of Jacksonville Beach, in lieu of 5/8" fire rated gypsum wall board. Please consider this alternate for our required rating on the project. In CITY, CI BUILDING J N ull Jr. 2 9 2004 e By. TEL: 904 - 246 -4469 FAX: 904 - 247 -2816 Jon 21 04 02 :01p Carolyn Grauel I Q — ,.___. , ru i I I i I i * RIO j NCF& -102 I� A CLASS "A" I1�dTE�C1(� XTERit�1t LATEX FUM CUA'1'1Nti. N(;1•tl CONES IN WWTS OR BLACK AND CA-� 11E TINTED WTrH E;JNIVERSAL COLORANTS TO FIT ANY DECORATING SfiHENM NCFR -10215 AN EXCELL�NT CHOICE FO$ F..XTERIOR APPLICATIONS ON WOOD, PANELING, PANED METAL, PLAS'1ICS AND DRYWALL, WHERE �v D A CLASS "A" FLAREAD IS DESIk W SUGGESTED USES, - -� swrq ICANT !'I.I+CATI1?�I3; s f'oattng on,the substrate to prevent the » SAN FIt NCIS(V GENERAL 1-10SPl7 AL spread of flpme- • hosting of shyw+111, plaster or fibergimas K M "S T W►� NEV CASI2JO, prevew spread of flame EIdDE i N, tilEVAlJa1 • Extvdor w7t1►lwithout a top coat. • CLARK 4lYlJ1JT`! SCHOOL D11,tTR3CT LAS VEGAS, NEVADA • ku - I - O N i'IOTEL, LAS 'VEGAS, NV NOT BRECOM1M ENDED FOWL y 11ROAD AY DEPT. STORE • Immeraioa) scrvj4e NC)K i 1TGl, CA + flexible subsnAms • ROSINS N'S `<v1A DEPT STORE Higb moib,4un^ aram NOR Sl•1R[DGE, CA TROPIC NAfdolml, LAS VEGAS'NIV + KACI-HNA PETROLEUM, NM CCEMp,>k,T1BIL.ITY WITH CYl'IMR COATINGS. I � D&H PUMP SERVICE;, NM 1 • Can be aMh6d over a ;, mb ld pry Iii LAGUNA HIGH SCHOOL, CA directly to wood, wallboard, p1wAer or other nan-poroua substrates. EL DOKI DO HOTEEL.& t..451 o RENO, NV RISLST'.ANCE: I • GOODE "OUSE, GLENDALE, CA • WLATHER'.GOOD . 'CCXAS 0ANMLING HALL « HUMIDITY: t;AX)u LAS VEGAS, NV i • ABRASION - 6001) ENHANCED WITH • SUNRISq SETS, BURBANK, CA OUR TOP COAT #125 w AIRPORT INDUSTRIAL OFF10E., EL 1'AS TX RATLNGSlAPPROVAL - • u T`Es - rp1t3 C ORI .1 01 ATION . AMC,i✓N ORPORATIO MASTER A:3TM £ 84.5l4/9S & 611 &"34 Sl�'EA. LI T FLANS SPREAD 5 . DINAMA - nO S IN ERNATIONAL SMOKE DE,YELOPED= 20 CORPORATION • CALIFORNIA STATE FIRE MA'RSHALT. i � sNUTH39NlAN IN ,TITL £XIiWI TS 112280- I344;101 CENTRA� • STATE OF N>rVADA APPROVED AS { TESTED I • I.C.1310. #5" • CI'TX OF LOS ANGELES, Mt25232 I � i I AMERICAN F M& RETARDANT CORP. 9314 w'HEAT'L.A►NrDS ROAD S1l.rrE C SAINTEE, CA 92071 {8110) 479.4W9 (619) M-36" A PAJIlLj TRADiCO COM;ANY (0TCftft AMid) I I I I i i I I � I I I I Jan 21 04 02;01P Carolyn Graual, 4�7 --- ._P. " _.._ I j I I I 2OF2 Ng -x02 STORAGE CONDITONS; I QiWO S: S T ORE IN A DRY, WELL, VENTILATED I FLAT AREA AT 40 ° F Tb 120F. COL KS: SURFACE PREPARATION: E & CUSTOM SURFACE SHOULD BE PREPPED ANDIOR FKIMtsll. Wxl4 PER GALLON: {AVERAGE) I I L3$, V1SCO5ITY: 90 KU VOLlIiT1VIE SOLIDS: 5p% A'V'ERAGE APPLICAT10N TH1'NNER: I WATE WEIGHT SOLIDS 4% AVERAGE CLEANUP THINNER: WARM SOAPY WATER VQC TYPICAL): G /1. LBSIGAL) 90 ACTIVATION, NOT APPLICABI;E: ( FLA H PONT: 1I ° F POT LIFE: NOT APPLICA.BI,E PAC GING: GALLON PAIL APPL I CATION METHOD. QALLON PAIL BRUSH, ROLL OR SPRAY WITH AIRLESS PRAYS GALLON CONTAINER AVOID WET FIL14t BUILDS GREATER T4 10 MILS ?ER PASS. SH ING'+ BIGHT: GALLON 12 LBS. CUn TIMES; (AT 70 TYPICAL) GALLONS = 60 LBS DRY TO RECOAT- 30 MINUTES DRY TO TO'U'Ck - 1 HOUR SHE LF LIFE: DRY TO HANDLE -- 4 HOURS 6 MONTHS THOI;-OUG14 CURE - I WEEK SAF QTY: DRY FYI,1 H'UILU: C DNSULT THE MATERIAL.. 10 MILS. SAFETY DATA SHEET FOR S PRODUCT PRIOR TO USE COVta R,kGF, PER C A 1.1 ,00. 100 SQ. FT. ADbITIONAL: COMMENTS ALL TECHXIAL ADVISE, WET FILM BUILD; SMVICES A14D RECOMMENDATIONS 10 MILS 2 COATS ARE RENDE4D BY THE SELLER GRATIS. THEY ARE B. SED ON TECHNICAL, DATA j WIIicti 0 LI 11 BELIEVES TO RE RELIABLE. S LLER ASSUMES NO RESPONS ILITY FOR FOR RBBULT OBTADMD OR DAMAGES INCURRED IN THEIR USE BY BUYER IN WHOLE IN O IN PART. I � i I i I i I i CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 03- 00025729 Date 9/11/03 Property Address . . . . . . 332 2ND ST Tenant nbr, name . . . . . . NEW TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 201066 Owner Contractor ------------------ - - - - -- ------------------------ LEGARDE, KAREN R.E.C. CONSTRUCTION, INC. 4241 -4 BAYMEADOWS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 730 -2300 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 200AMP,1PH,3W,230W,2 11 RACE Sub Contractor DIAMOND ELECTRICAL CONTRACTORS Permit Fee . . . . 105.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 105.00 105.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 105.00 105.00 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA 2 APPLICATION FOR ELECTRICAL PERMIT �,a Aw TO THE CHIEF ELECTRICAL INSPECTOR: DATE: 200 IMPORTANT NOTICE; IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND iN ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. ELECTRICAL FIRM: MASTER ELE C1AN SIGNATURE: , �. OWNERS NAME: Fr- C� ^� ADDRESS: dR FD BOX_ BLDG. SIZE 09 BE EN: RES.( ) APT.(x) COMM.( ) PUBLIC( ) INDUS.( ) NEW( } OLD( ) REW.( ) ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) SQ. FT. SERVICE: NEW x INCREASE REPAIR CONDUCTOR SIZE AMPS: COPPER ALUM. FEES _ SWITCH OR BREAKER 00 AMPS / PH 3 W �bLT - RACEWAY i EXIST. SERV. SIZE AMPS PH. W VOLT RACEWAY I . _.._. FEEDERS NO. SIZE NO. SIZE NO. SIZE I LIGHTING OUTLETS CONCEALED OPEN TOTAL I _ RECEPTACLES 57 CONCEALED OPEN TOTAL 0.30AMPS 1 3 1. 100 AMPS SWITCHES 35 INCANDESCENT Y� _ FLOURESCENT & M.V. aZ FIXED 0.100 AMPS. OVER APPLIANCES BELL TRAN SF. _ AIR H.P. RATING H.P. RATING CE1L. KW -HEAT CONDITIONING COMP. MOTOR OTHER MOTORS AMPS HEAT - i 0 -1 OVER MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGE I PHS I MISCELLANEOUS — I UNDER 600V OVER 600V _ TRANSFORMERS: N0. IKVA NO. KVA NO.NEON TRANSF. I NO I VA tMA I MOTOR SIZE I SWITCH FLASHERS j EACH SIGN Updated 5/20/2002 "s, CITY OF ATLANTIC BEACH 1 800 SEMINOLE ROAD s) ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 03- 00025729 Date 8/11/03 Property Address . . . . . . 332 2ND ST Tenant nbr, name . . . . . . NEW TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 201066 Owner Contractor ------------------ - - - - -- ------------------------ LEGARDE, KAREN R.E.C. CONSTRUCTION, INC. 4241 -4 BAYMEADOWS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 730 -2300 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 801.00 Plan Check Fee 400.50 Issue Date . . . . 3/24/03 Valuation . . . . 201066 Expiration Date . . 9/20/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .16 CAPITAL IMPROVEMENT 325.00 ST CONSTRUCTION SURCHARGE 13.03 AB CONSTRUCTION SURCHARGE 1.44 STATE RADON SURCHARGE 3.11 SEWER IMPACT FEES 1250.00 SEWER TAP FEES 1100.00 WATER IMPACT FEE 630.00 : CONNECT /TAP & METER 525.00 WATER CROSS CONNECTION 35.00 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 801.00 801.00 .00 .00 Plan Check Total 400.50 400.50 .00 .00 Other Fee Total 3882.74 3882.74 .00 .00 Grand Total 5084.24 5084.24 .00 .00 BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, 4 BUILDING OFFICIAL r CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247 -5826 Application Number . . . . . 03- 00025729 Date 9/10/03 Property Address . . . . . . 332 2ND ST Tenant nbr, name . . . . . . NEW TOWNHOUSE Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . RESIDENTIAL SINGLE FAMILY Application valuation . . . . 201066 Owner Contractor ------------------ - - - - -- ------------------------ LEGARDE, KAREN R.E.C. CONSTRUCTION, INC. 4241 -4 BAYMEADOWS ROAD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32217 (904) 730 -2300 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . 21 FIXTURES Permit Fee . . . . 182.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- ---- - - - - -- Permit Fee Total 182.00 182.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 182.00 182.00 .00 .00 x C. BUILDING MATERIAL, RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE, AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS" ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL a M s � CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT 800 Seminole Road Atlantic Beach, Florida 32233 CUD f 9' (904 240 _ 2�--7 2-9 Job Location: Owner of Property: a.-c L Q- r Telephone: Plumbing Contractor: ` ► �� v. ►rr� �� 1 r`� ►-� v im, Contractor Address: ��p • cx . �� State License Number: C VCA�(� Telephone: How many of the following fixtures: [ New or ❑ Re -Piped / SINKS SHOWERS _ LAVATORY WATER HEATERS / BATH TUBS _ DISHWASHERS URINALS DISPOSALS CLOSETS _WASHING MACHINE _ FLOOR DRAINS SHOWER PANS / SEWER _ WATER RE -PIPE (LIST FIXTURES BEING REPIPED) OTHER Minimum Permit Fee: $35.00 Total Fixtures: -; 2- � X $7.00 + $35.00 = 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 CITY OF 4&a a& Beac-4 - &;&Id* a Office of Building Official REQUEST FOR INSPECTION Date Permit No. iii Time A.M. Received PM. Job Address Locality Owner's Contractor Name BUILDING CRETE ELECTRICAL PLUMBING MECHANICAL Framing ❑ tin ❑ Rough Wiring ❑ Rough ❑ Air Cond. & ❑ Re Roofing ❑ Slab ❑ Temp Pole ❑ Top Out ❑ Heating Insulation El Lintel ❑ Final El Sewer E] Fire Pre Fab E:1 C ta'17�1 - 1 — ` READY FOR INSPECTION �L A.M. Mon. Tues. C�► ( Wed. Thurs. Friday P.M. A.M. Inspection Made P.M. Final Inspection ❑ Inspector Certificate of Occupancy ❑ Date ION TICKET PAGE 2 PREPARED 10/14/03, 8:42:27 INSPECT DATE 10/14/03 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS ------------------------------------ ADDRESS . : 332 2ND ST SUBDIV: TENANT, NBR: NEW TOWNHOUSE PHONE (904) 730 -2300 CONTRACTOR R.E.C. CONSTRUCTION, INC. OWNER LEGARDE, KAREN PHONE PARCEL - - - APPL NUMBER: 03- 00025729 TWO FAMILY RESIDENCE ------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ------------------------------------- 10 01 9/02/03 LJH BD FOOTING TIME: 08:00 9/03/03 AP 11 01 9/16/03 LJH BD SLAB TIME: 13:00 9/16/03 AP 12 01 9/25/03 LJH BD LINTEL TIME 13:00 9/26/03 AP PARTIAL CELL FILL 339 -7286 12 02 10/02/03 LJH BD LINTEL TIME: 08:00 10/03/03 AP PARTIAL FILL CELL LATE AM PLEASE 12 03 10/10/03 LJH YIGHT INTEL TIME: 13:00 RETE BEAM ABOVE GRADE LA'T'E PM 993 -7286 13 O1 10/1`4/03 LJ - F' TIME: 17:00 BEFORE OR AFTER LUNCH PLEASE --------------------------------- - - - - -- COMMENTS AND NOTES -------------------------------- - - - - -- INSPECTION TICKET PAGE 3 PR'SPARED 9/25/03, 8:27:31 DATE 9/25/03 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS ---------------- - - - - -- ADDRESS 332 2ND ST SUBDIV: TENANT, NBR: NEW TOWNHOUSE PHONE (904) 730 -2300 CONTRACTOR R.E.C. CONSTRUCTION, INC. PHONE OWNER LEGARDE, KAREN PARCEL - - - APPL NUMBER: 03- 00025729 TWO FAMILY RESIDENCE ------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ------------------------------------ 10 01 9/02/03 LJH BD FOOTING TIME: 08:00 9/03/03 AP 11 01 9/16/03 LJH BD $LAB TIME: 13:00 9/16/03 AP 12 01 9/25/03 LJ LINTEL TIME: 13:00 L PARTIAL CELL FILL 339 -7286 COMMENTS AND NOTES --------------------- - - - - -- ----- - - - - -- PREPARED 9/25/03, 8:27:31 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/25/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 334 2ND ST SUBDIV: TENANT, NBR: NEW TOWNHOUSE CONTRACTOR R.E.C. CONSTRUCTION, INC. PHONE (904) 730 -2300 OWNER LEGARDE, KAREN PHONE PARCEL - - - APPL NUMBER: 03- 00025730 TWO FAMILY RESIDENCE PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 10 01 9/02/03 LJH BD FOOTING TIME: 08:00 9/03/03 AP 651 -6655 11 01 9/16/03 LJH BD LAB TIME: 13:00 9/16/03 AP 12 01 9/25/03 L,,Jtt D LINTEL TIME: 13:00 _( �� 1� PARTIAL CELL FILL 993 -7286 -------------------------------- - - - - -- COMMENTS AND NOTES -------------------------------- - - - - -- PREPAREb 9/16/03, 8:13:50 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/16/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 332 2ND ST SUBDIV: TENANT, NBR: NEW TOWNHOUSE CONTRACTOR R.E.C. CONSTRUCTION, INC. PHONE (904) 730 -2300 OWNER LEGARDE, KAREN PHONE PARCEL - - - APPL NUMBER: 03- 00025729 TWO FAMILY RESIDENCE ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ------------------------------------------------------------------------------------------------ 10 01 9/02/03 LJH B 'FOOTING TIME: 08:00 9/03/03 AP 11 01 9/16/03 LJH D SLAB TIME: 13:00 -------------------------------- - - - - -- COMMENTS AND NOTES -------------------------------- - - - - -- PREPARED 9/12/03, 7:49:39 INSPECTION TICKET PAGE 3 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/12/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 332 2ND ST SUBDIV: TENANT, NBR: NEW TOWNHOUSE CONTRACTOR R.E.C. CONSTRUCTION, INC. PHONE (904) 730 -2300 OWNER . . LEGARDE, KAREN PHONE Y PARCEL - - - APPL NUMBER: 03- 00025729 TWO FAMILY RESIDENCE PERMIT: ELEC 00 ELECTRICAL PERMIT SUB: DIAMOND ELECTRICAL CONTRACTORS REQUESTED INSP DESCRIPTION TYP /SQ -- COMPLETED RESULT RESULTS /COMMENTS - - - - - -- --------- - - - - -- --------- - - - - -� ---- - - - --- 22 01 9 12/03 '`�H ^A VROUGH TIME: 08:00 /l ERSLAB INSPEC. M OND ELEC. - 565 -4424 -------------------------------- - - - - -- COMMENTS AND NOTES -------------------------------- - - - - -- PREPARED 9/02/03, 8:34:18 INSPECTION TICKET PAGE 4 CITY OF ATLANTIC BEACH INSPECTOR: LARRY J HIGGINS DATE 9/02/03 ---------------------------------------------------------------------------- ADDRESS . : 332 2ND ST SUBDIV: TENANT, NBR: NEW TOWNHOUSE CONTRACTOR R.E.C. CONSTRUCTION, INC. PHONE (904) 730 -2300 OWNER LEGARDE, KAREN PHONE PARCEL - - APPL NUMBER: 03- 00025729 TWO FAMILY RESIDENCE -------------------------------------------------------------------------------- PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS/Co MENTS 10 Ol 9/02/03 LJH� TIME: ci -------------------------------- - - - - -- COMMENTS AND NOTES -------------------------------- - - - - --