The URL can be used to link to this page

1486 Begonia St PERMIT WORKSHEET certificate of Occupancy Job Address: Type Work: y-�(.� ��yes 1 r� S►" Property Owner: Phone # I�>✓-s�c�til Contractor: Phone # (�Es'i��,�.� ��C `ZL[G-- 3"l y Permit#: 03 - 3 Date Issued: Building Inspections: Footing .5-21-05 Slab 9,x-C) Tie Beam Lintel Nailing / Sheathing io.,A4.03 Framing / Cover Up Insulation it - Final Building 3 Tree Permit# 3 7 S NO 03 2414 4P4 1 14'20-05 Electrical Permit# Date/Copy to X13- d53 ! JEA Temp, Pole Permit# Date/ Copy to JEA Temp. Power Letter Received: YES NO Inspections: Rough Electric Released to JEA Temp. Power Released to JEA Temp. Pole Released to JEA Pvuo,ar Final 1 -'j -p Released to JEA Mechanical Permit# p - Inspections: Rough Final Plumbing Permit# d dSo� Inspections: Rough / Underslab 1, Topout Water/Sewer Final 1rr�l�.hc� Drainage Inspection: F— Pool Permit# Inspections: Steel Final Grounding Final Roofing Permit# ( — Inspections: Nailing /Sheathing Final (— Fire Inspection: Failed Inspections: Date Paid: Date Paid: March 20, 2003 BESTCON Homes 1484 Laurel Way Atlantic Beach,FL 32233 Mr. Don C. Ford, CBO Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-5445 Dear Mr. Ford: The Atlantic Beach Tree Board approved our most recent application for tree removal on Lot I in Hidden Paradise on the e of March 2003. I have included a copy of the survey that we attached,marked"Original". If you review the application you will note the following: Species Diameter Int. Diameter Ext. Mitigation Notes China Berry 6 Not Protected Palm 18 Moving Oak 8 4 Oak 6 3 Oak 20 10 Oak 6 No Mitigation Oak 6 No Mitigation Oak 7 No Mitigation Oak 7 No Miti ation Oak 8 No Mitigation Oak 8 No Mitigation Oak 6 No Miti ation Oak 8 No Mitigation Oak 6 No Mitigation Oak 7 No Mitigation Mitigation Req: 17"Oak Oak 10 Bracketed Double Oak 15 Bracketed Protected on 25" of Oak site All was well,until my Sales Manager showed the location of the house to the Buyer. Our buyer has now requested that we shift the house to the west, approximately 10 feet. I have included a copy of the survey.and marked it"Revised". This has changed the complexion of our application to the following: Species Diameter Int. Diameter Ext. Mitigation Notes China Berry 6 Not Protected Palm 18 Move Oak 8 4 Oak 6 3 Oak 12 6 Oak 12 6 Oak 12 6 Oak 6 No Mitigation Oak 6 No Mitigation Oak 8 No Mitigation Oak 8 No Mitigation Oak 6 No Mitigation Oak 8 No Mitigation Oak 6 No Mitigation Oak 7 No Mitigation Oak 10 No Mitigation Mitiation Reg. 25" Oak 7 Bracketed Oak 7 Bracketed Double Oak 15 Bracketed Protected on 29" site On behalf of BESTCON, Inc., I would respectfully request a modification of our tree permit,recognizing that we will be exceeding the required mitigation. Furthermore, it should be noted that we are now able to leave the 20" oak tree that would have been taken down as part of the original application. Sincer y yours, } Paul W. Nichols President MAP SHOWING PLOT PLAN OF LOQ' 1 AS SHOWN ON MAP Off' HIDDEN PARADISE AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY UNE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. BEGONIA STREET (500 R/W) LIGHT POLE S01 '11 '11 "E 90.40 8"oAK x�--x--x" 0.4' WIDE WOODEN `�X��x- x W VINYL FENCE HIDDEN PARADISE SIGN7"p AK 0 15' BRL ��++aa►► .STREET . Oql< --77 SIGN r 20"OAK A �21" n 0 �'�((( N J 8"0 8"OAK10"OAK 4"BAY 0 1M AK ��."" @ U 5"BAY • (� I 5"UIUCQ •+• ® 8 OAK PAO 7"OA * 8`OAK o m 21.3 OAR P ` ERRY — U F U dASC? o ❑ a I H (D n p c9 24.0 7"OAK I Z f f7 127OAK d d- 6"OAK 8"OAK 3.T 18"wvBL,E IOAK Q w O8 OAK OAK 12 OAK " 8`QAK ` L 0 o PROPOSED DWELLING a"OAK p ILo 0 /�s�/ a N e"OAK FIN FL EL (1t.0)V 9 DOUBLE ^ 8"0Ak 8•p OAK 28 8, "bAK 43.7' I 9-OAK !� Z 7"OOAK coP m' 1_1 9'OAl `+• /// U) 0 N x r a V 24" DOUBLE 1D" AK j m �/) W HICKORY V �• 5"OAK ' jI5"D BLE ti'PALM .. b 7l!OA W� 4"OA • � - - � OAK �4"O .5', L •�I�.��K. 8"OA I -`- N01 '11 '11 "W09-039 12'OAK 10' PRIVATE DRAINAGE EASEMENT _ _ _ � � a 10'X10' JEA EASEMENT �� r( � — ` W/TRANSFORMER ON CONCRETE PAD L O T 2 i ( I L O T 3 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon lot 1 Hidden Paradise Builder: Bestcon Homes Address: Lot 1 Hidden Paradise Permitting Office: Atlantic Beach City, State: Atlantic Beach, FI Permit Number: Owner: 1risdiction Number: Climate Zone: North I. New construction or existing 2. Single family or multi-family Cap:48.0 kBtu/hr 3. Number of units,if multi-family SEER: 10.00 _ 4. Number of Bedrooms 410 ' (� _ 5. is this a worst case? 6. Conditioned floor area(ft2) _ 7. Glass area&type _ a. Clear-single pane b. Clear-double pane Cap:48.0 kBtu/hr _ c. Tint/other SHGC-single pane HSPF:7.80 _ d. Tint/other SHGC-double pane _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 155.o,, _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior R=11.0, 1560.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=1 1.0,227.0 ft2 _ b. N/A _ c. N/A d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1117.0 11t2 _ 15. HVAC credits PT, _ b. Under Attic R=19.0, 106.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT-Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH:Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as-built points: 31843 PASS Glass/Floor Area: 0.19 Total base points: 31916 I hereby certify that the plans and specifications covered Review of the plans and ZHEST by this calculation are in compliance with the Florida specifications covered by this tion = 9r�o Energy Code. �� calculation indicates compliance �`�'•,,, +_ �'` with the Florida Energy Code. PREPARED BY: Bruce Ellis a 3 f ! ! Before construction is completed DATE: 2 X .3 this building will be inspected for I hereby certify that th4builg, as designed, is in compliance with Section 553.908 fl,compliance with the Fergy Co � Florida Statutes. �r Gp WEA OWNER/AG NT: C BUILDING OFFICI L: DATE: DATE: o EnergyGauge®(Version: FLR1 PB v3.22) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 1 Hidden Paradise, Atlantic Beach, FI, 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 2057.0 20.04 7420.0 Double, Clear W 8.0 6.0 12.0 36.99 0.47 207.8 Double,Clear W 8.0 6.0 68.0 36.99 0.47 1177.5 Double,Clear S 1.3 17.0 42.0 34.50 0.99 1438.7 Double,Clear E 1.3 17.0 63.0 40.22 1.00 2523.8 Double,Clear E 1.3 17.0 10.0 40.22 1.00 400.6 Double,Clear E 1.3 6.0 54.0 40.22 0.94 2034.4 Double,Clear N 1.3 6.0 10.0 19.22 0.95 183.3 Double,Clear N 1.3 6.0 3.0 19.22 0.95 55.0 Double,Clear W 1.3 6.0 10.0 36.99 0.94 346.6 Double,Clear W 1.3 6.0 30.0 36.99 0.94 1039.9 Double,Clear S 1.3 6.0 30.0 34.50 0.89 923.1 Double,Clear S 1.3 6.0 6.0 34.50 0.89 184.6 Double,Clear E 1.3 6.0 16.0 40.22 0.94 602.8 Double,Clear E 1.3 6.0 45.0 40.22 0.94 1695.3 As-Built Total: 399.0 12813.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 227.0 0.70 158.9 Frame,Wood, Exterior 11.0 1560.0 1.70 2652.0 Exterior 1560.0 1.70 2652.0 Frame,Wood,Adjacent 11.0 227.0 0.70 158.9 Base Total: 1787.0 2810.9 As-Built Total: 1787.0 2810.9 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 21.0 2.40 50.4 Exterior Wood 41.0 6.10 250.1 Exterior 41.0 6.10 250.1 Adjacent Wood 21.0 2.40 50.4 Base Total: 62.0 300.5 As-Built Total: 62.0 300.5 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1117.0 1.73 1932.4 Under Attic 30.0 1117.0 1.73 X 1.00 1932.4 Under Attic 19.0 106.0 2.34 X 1.00 248.0 Base Total: 1117.0 1932.4 As-Built Total: 1223.0 2180.4 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 155.0(p) -37.0 -5735.0 Slab-On-Grade Edge Insulation 0.0 155.0(p -41.20 -6386.0 Raised 0.0 0.00 0.0 Base Total: -5735.0 1 As-Built Total: 155.0 -6386.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 1 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2057.0 10.21 21002.0 2057.0 10.21 21002.0 Summer Base Points: 27730.8 Summer As-Built Points: 32721.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 32721.3 1.000 (1.090 x 1.147 x 1.00) 0.341 0.950 13264.2 27730.8 0.4266 11830.0 32721.3 1.00 1.250 0.341 0.950 13264.2 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 1 Hidden Paradise, Atlantic Beach, FI, 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 2057.0 12.74 4717.1 Double,Clear W 8.0 6.0 12.0 10.77 1.20 154.4 Double,Clear W 8.0 6.0 68.0 10.77 1.20 875.0 Double,Clear S 1.3 17.0 42.0 4.03 1.00 168.6 Double,Clear E 1.3 17.0 63.0 9.09 1.00 575.5 Double,Clear E 1.3 17.0 10.0 9.09 1.00 91.3 Double,Clear E 1.3 6.0 54.0 9.09 1.03 504.2 Double,Clear N 1.3 6.0 10.0 14.30 1.00 143.3 Double,Clear N 1.3 6.0 3.0 14.30 1.00 43.0 Double,Clear W 1.3 6.0 10.0 10.77 1.02 109.5 Double,Clear W 1.3 6.0 30.0 10.77 1.02 328.4 Double,Clear S 1.3 6.0 30.0 4.03 1.08 130.2 Double,Clear S 1.3 6.0 6.0 4.03 1.08 26.0 Double, Clear E 1.3 6.0 16.0 9.09 1.03 149.4 Double,Clear E 1.3 6.0 45.0 9.09 1.03 420.2 As-Built Total: 399.0 3718.9 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 227.0 3.60 817.2 Frame,Wood, Exterior 11.0 1560.0 3.70 5772.0 Exterior 1560.0 3.70 5772.0 Frame,Wood,Adjacent 11.0 227.0 3.60 817.2 Base Total: 1787.0 6589.2 As-Built Total: 1787.0 6589.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 21.0 11.50 241.5 Exterior Wood 41.0 12.30 504.3 Exterior 41.0 12.30 504.3 Adjacent Wood 21.0 11.50 241.5 Base Total: 62.0 745.8 As-Built Total: 62.0 745.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1117.0 2.05 2289.8 Under Attic 30.0 1117.0 2.05 X 1.00 2289.8 Under Attic 19.0 106.0 2.70 X 1.00 286.2 Base Total: 1117.0 2289.8 As-Built Total: 1223.0 2576.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 155.0(p) 8.9 1379.5 Slab-On-Grade Edge Insulation 0.0 155.0(p 18.80 2914.0 Raised 0.0 0.00 0.0 Base Total: 1379.5 1 As-Built Total: 155.0 2914.0 EnergyGauge®DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 1 Hidden Paradise,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points 2057.0 -0.59 -1213.6 2057.0 -0.59 -1213.6 Winter Base Points: 14507.8 Winter As-Built Points: 15330.4 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) 15330.4 1.000 (1.069 x 1.169 x 1.00) 0.437 0.950 7956.6 14507.8 0.6274 9102.2 1 15330.4 1.00 1.250 0.437 0.950 7956.6 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 1 Hidden Paradise,Atlantic Beach, FI, 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 4 2746.00 10984.0 50.0 0.91 4 1.00 2655.47 1.00 10621.9 As-Built Total: 10621.9 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 11830 9102 10984 31916 13264 7957 10622 31843 PASS 04 THESTq��O� 0 4r O f�C0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1 PB v3.22 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 1 Hidden Paradise,Atlantic Beach, FI, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS ' SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft.window area;.5 cfm/sq.ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations; between wall panels&top/bottom plates; between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from,and is sealed to,the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings; penetrations of ceiling plane of top floor;around shafts, chases, soffits,chimneys, cabinets sealed to continuous air barrier;gaps in gyp board&top plate; attic access.EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter,at penetrations_and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations,sealed;or Type IC or non-IC rated, installed inside a sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES(must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS _ CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit breaker(electric)or cutoff(gas)must be provided. External or built-in heat trap required. Swimming Pools&Spas 612.1 Spas&heated pools must have covers(except solar heated). Non-commercial pools must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed, insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 j Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. EnergyGaugeTA9 DCA Form 60OA-2001 EnergyGauge®/ResFREE'2001 FLR1PB v3.22 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 81.6 The higher the score,the more efficient the home. Lot 1 Hidden Paradise, Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Single family _ a. Central Unit Cap:48.0 kBtu/hr _ 3. Number of units,if multi-family 1 _ SEER: 10.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes _ 6. Conditioned floor area(ft2) 2057 ft2 c. N/A _ 7. Glass area&type _ a. Clear-single pane 0.0 ft2 _ 13. Heating systems b. Clear-double pane 399.0 112 _ a. Electric Heat Pump Cap:48.0 kBtu/hr _ c. Tint/other SHGC-single pane 0.0 ft2 _ HSPF:7.80 _ d. Tint/other SHGC-double pane 0.0 112 b. N/A _ 8. Floor types _ a. Slab-On-Grade Edge Insulation R=0.0, 155.0(p)ft _ c. N/A _ b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap:50.0 gallons a. Frame,Wood,Exterior R=1 1.0, 1560.0 ft2 _ EF:0.91 _ b. Frame,Wood,Adjacent R=11.0,227.0 ft2 _ b. N/A _ c. N/A _ d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery,Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=30.0, 1117.0 ft2 - 15. HVAC credits PT, _ b. Under Attic R=19.0, 106.0 112 _ (CF-Ceiling fan,CV-Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Unc. Ret: Unc. AH:Garage Sup.R=6.0, 150.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction throu the above energy saving features which will be installed(or exceeded) ZI3E ST in this home bef eAlma ' spection. Otherwise,a new EPL Display Card will be completed 9 �based on installed mpli t features. lit, „ O� Builder Signatu Date: �� - �i l Address of New Home: � City/FL Zip: +f�COD W-E *NOTE: The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. If your score is 80 or greater(or 86 for a US EPA/DOE EnergyStar r"'designation), your home may qualms for energy efficiency mortgage(EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge©(Version: FLR1 PB v3.22) + RIGHT-J BUILDING ANALYSIS REPORT 0 Entire House Energy Design Systems Job: 317103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904287-5339 Fax:904287-1258 Email:energydesign@attbi.com Project • • For: Bestcon Homes Lot 1 Hidden Paradise,Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 40 21 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(grub) - 56 I Component Btuh/ftz Btuh %of load v Walls 3.6 6692 17.8 Windows 29.0 11571 30.8 Doors 18.4 1141 3.0 Ceilings 1.4 1699 4.5 Floors 32.4 5022 13.4 """"°""` Fbors Infiltration 21.0 9673 25.7 Ducts 1790 4.8 Total 37589 100.0 Component Btuh/ft2 Btuh %of load rKr Walls 2.2 4116 14.2 0 Windows 35.3 14090 48.6 Doors 11.3 702 2.4 Ceilings 1.6 1912 6.6 Floors 0.0 0 0.0 Infiltration 5.5 2539 8.8 ceft°` Ducts 2636 9.1 Dori Internal gains 3000 10.3 Total 28994 100.0 Cooling at 84%SHR=2.8 ton Cooling air flow=490 cfm/ton Cooling at 70%SHR=3.4 ton Cooling at 400 cfm/ton=3.5 ton Overall LI-Value=0.177 Btuh/ft2--°F Data entries checked. wr140Htsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2003-Mar-07 20:37:57 CADocuments and Settings\customer\My Documents\Wrightsott\Bestcon It 1 Hidden Paradise Atl Bch.rsr Page 1 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House Energy Design Systems Job: 3/7103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904287-1258 Email:energydesign@attbi.com Project • • For: Bestcon Homes Lot 1 Hidden Paradise,Atlantic Beach, FI Notes: Design Inf• • Weather: Jacksonville,Intl Airport, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 93 OF Inside db 72 OF Inside db 72 OF Design TD 40 OF Design TD 21 OF Daily range M Relative Humidity 50 % Moisture difference 56 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 37589 Btuh Structure 28994 Btuh Ventilation air 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 37589 Btuh Use mfg. data n Rate/swung multiplier 0.98 Infiltration Total sens.equip.load 28414 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 4210 Btuh Area(ft2) 2057 2057 Total latent equip. load 5590 Btuh Volume(ft) 16456 16456 Air changes/hour 0.80 0.40 Total equipment load 34003 Btuh Equiv.AVF(cfm) 220 110 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 1387 cfm Actual cooling fan 1387 cfm Heating air flow factor 0.037 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. I� winghtsofit Right-Suite ResiderrtialTM 5.0.66 RSR29784 2003-Mar-07 20:37:57 �91.c.1�� C:\Documents and Settings\customer\My Documents\WrightsoffiBestcon It 1 Hidden Paradise Atl Bch.rsr Page 1 RIGHT-J SHORT FORM Entire House Energy Design Systems Job: 37103 1065 Oak Vale Rd,Jacksonville,FI 32259 Phone:904-287-5339 Fax:904-287-1258 Email:energydesign@attbi.com Project Information For: Bestcon Homes Lot 1 Hidden Paradise,Atlantic Beach, FI Design Information Htg Clg Infiltration Outside db(°F) 32 93 Method Simplified Inside db(°F) 72 72 Construction quality Average Design TD(°F) 40 21 Fireplaces 0 Daily range - M Inside humidity(%) - 50 Moisture difference(gr/Ib) - 56 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Efficiency 0,0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Heating temperature rise 0 OF Total cooling 0 Btuh Actual heating fan 1387 cfm Actual cooling fan 1387 cfm Heating air flow factor 0.037 cfm/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 84 % ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) First Floor 1117 25295 17819 934 853 Second Floor 940 12293 11175 454 535 Entire House d 2057 37589 28994 1387 1387 Ventilation air 0 0 Equip. Q 0.98 RSM 28414 Latent cooling 5590 TOTALS 2057 37589 34003 1387 1387 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. !!��+� wrrghtsoft Right-Suite ResidentialTM 5.0.66 RSR29784 2003-Mar-07 20:37:57 191 K C:1Documents and Settings\customeAMy Documents\WrightsoMestcon tt 1 Hidden Paradise Atl Bch.rsr Page 1 LOUIS J. GABRIEL, P.F. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 3 113 /2003 Re: Wind .Loading Requirements For Lot 1 Him PAcOJ2e., AtLmr- ; FL Dear Building Inspector:- The architectural plans of the subject structure have been reviewed myself for compliance with section 1606 of the 2001- FBC for three sect gust wind speeds of 120 mph and concluded that the building struct will satisfy the wind loading requirements of section 1606 of the 2001- F as long as sheets #8 thru # of the architectural drawings are satisfied. it shall be noted that the following criteria were assumed throughout i review and analysis:- a) that the lateral diaphragm of roof and floor sheathing/trusses system of the flexible type, b) that the shear walls segments will interact in unis due to their attachment to the above mentioned lateral diaphragm, c) tt the entire roof uplift forces will be transferred to the footings through t use of metal strapping ;thus, the uplift resistance of the designated she walls sheathing will be neglected, d) that the shear wall segments %i distribute the designated shear forces based upon their rigidities, e) th the ceiling sheathing will provide adequate lateral resistance and % relieve the ceilingethat asts of any shear forces acting norma to th4 longitudinal axis, i have no knowledge of any subsurface sc condition report ; thus, all footings are designed as shallow footinc bearing on soil that possesses a maximum allowable bearing pressure 2000 psf. If contractor found any differing conditions through soil remov or soil report, then I shall be notified and possible footing design revislor may need to be implemented prior to commencing footings work, Please let me know, if further help is needed. Sinc Louis J. Gabriel,P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LoT 1 HimN �t�fZA�tSE . .ATI. A�Tt C 13E�CH,F"L.• THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE TH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SE )ND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 'Ii i OF THE 2001- FLORIDA BUILDING CODE" PREPARED BY: LOUIS J. GABRIEL DATE: 3/1 Slo3 cl, / i s t,13, : she liav e _ Wei GAG j?P S%Amt.Ce 1-O t :L H OA�-+ e ub �Lte Poflaw-c„ stNc-tu&YA L 4 S Fl,o or ; _ • 3/u 'CSG- PSP . r �- � From i�►. �5 ec go o T-tA SSG S S s pct. v,1as : — See Stlne c�upt ".0 cLyth i��4 Jr AAC►O YacIE f O 5�e�,n ;�l (o boL.tlan -1-i'.o - c Pei v n vwLess v►OCArl o O&eY"Jise. 5 J:&V"% tiJ A�u YGv►, Forcemernt: — 1 #9 Ro,& d vt q8 -C_ a*.O a-(7GOf*Ae r.1 Aoo F 4NvjW i re. A G: o•c- Tii Pet-vrA 5 L, j pQY is. Uv%Le Si vlotG o elrw;se i 5 t door QA C TQC Ara p o(cats ooe4xan. 2 5 ov F L i a �^ c� To Q �"4, o.F Rei DATE: Sheet Z. 3103 �• Gabnal�, �� (dei V�e.Q $24tck o M�p�• t 3 Se c US t) s tYA&Wd- LCJJ -EL. �x oswfer "� t /N p, IMpo<taMu Fattor, 1-0 a t � rc s•.r ta..� �- ��!� b �ovtr �. rvn P p(�r •�btc 5ho wn 1 _ WINPBORNE DEBRIS PRf3TEGT1ON FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER FASTENER.SPAcma TYPE Panel Spen 5 2 ft 2 ft<Panel Span 4 ft<Panel Span 8 R e Panel Span. c4ft <aft cgn 2 In A6 Wood Screw3 16 16 12 g 21/2 M8 Wood SCMM3 16 16 16 12 Double-Haded Ndls4 12 6 4 3 Sl:1 inck-25.4 mm 1 toot.M mm Notes: I. This table is based on a msximwn wind speed of 130 mph(58.Ms)and mean roof height of 33 feet(10 m)or less I Fastens shall be irhsMW at opposing.eads of the wood stnetnral plod. 3. Where screws are attached to masonry or mumM/stuecc,they shall be attached using vibration-resistant anchor having a tmeimum withdrawal capac. ity of 4901b(2180 kt4 4. Nails shall be 10d common or 12d box dooubbheaded nails. c) o pig S k tCLC, s tYM,&mA4- be &4AAj to, A,$ Part;. o p w, o-Ke- C /ct) vc,. vpuir OA goof s1�� C(4wTrrAftt* c10 � I} PsF AUww. )J4 6Ji*Jfm) Q For c� Guw�wty� N•4t Sr, paCG or-�, � O•r~ 6A) PAOa V;9�u SZ lbs ( (,5.4�(2)tQ•5�=� Co5•�t lbs tic w�u Pt' peir Nt�a,.,r► tam resist s t;rte. e RAO& � lr � l�U( ��c• �tn.fi DSheet A I E: _ 2 500 C of n 6%3 c4t) P - str , �H "sIo�, �Yadi C�ZMo� c v• OV) I?AP& c 382 P•P� .�-N/R u I�Zp s tcGt, 0--A (go o-e • �Yw"'"��'� :� Ooa�: LI.33) �5 = :532 p•�F .� P�F ,.►,�, • G►� �U1vk- �J�t Ct3ti►s tract�c� C t,✓/ #6 Qd c 0--,v 600 0-G- Cmc. ) NIA C) AUu&j, "T'emiloi A36 o•.SA, F e nesse or . o . ?,, 6 a o F e i ►5ooPsi Fj = 3G000 Ps, A _ 0.2 Ap= 1iQ6 Q 6 = 6• Ff«E� .w,✓6�.�d• -P tC _� A ll�r� T�►►t� ,�, = 2190 lbs ar 1990 has 4 . 1� �"f7x►/$ tkic.k rou*J A36 WAsh•rs... 4,ft-UJ-e? —7 -F'bA4l"-=2?-.ks �(Ster,' T761. (uaoj)= 4o0 545Psi -FirLcs,QGnt.) Cgoa)CI.33) = 53�- pbi 5gSpsi F;�4•.'., ..M,n,��.t� (o.9-r)Co.-r5)C�5)CS45�(!11)=4a?tb.-•l'"'�Fb =M/s �qo ;o-ov2G �� . s/5299L(27c0o)j133) 'L' 1"S 5 6 a r f 1"J 1"s iwt O" A%A cAi r Bo U-s asM r LLvw A 61 e. -rr,%c►v" v� 1/2.~4 AS ��. F : 144o Ibs (Sze above) A l(uu r,ole 5 lvnevvr a•v, I/z. + Al 6. ho Iti = 350 `I �Ab 1-e s S er Or o-it Rb F� /=+ I,i��.�<<bi� 5►,�r� 350 h (I SDO�(0•z.) = 19 57 I bs Y o Y (a•►Z�fo-Z)( 3b�000) = $69 lbs DATE: Sheet_ 3161, L. GA6 reel, P�E 'StywAWLL , us Frac - 2001 er►toTia �QY- s `f41,ra3rn As 00 ktucdJ Building,simple diaphragm:A building which complies 4 with all of the following conditions: 4L°Nclrruc 1. enclosed building, - 2. mean roof height,h,less than or equal to 60 ft(1 S m), /_ 4E LAN 3. mean roof height,h,does not exceed least horizon- ROOFZONE tal dimension, ANGLE 4. building has an approximately symmetrical cross END section, ZONE 5. building has no expansion joints or structural sepa- rations within the building, 1E 20 6. wind loads are transmitted through floor and roof 1E diaphragms to the vertical lateral-force-resisting _ systems, andWIND DIRECTION RANG 7. if the building has moment-resisting frames, roof slopes do not exceed 30%. FIGURE 1606.2b MAIN WIND FORCE LOADING DIAGMW WINI NMRDROOF WMOWARDROOF LEEVA NO ROOF LEEWARD ROOF ul L2 L12 ------ W L -- TRANSIERSEELEVATION LONGITUDINALS EVA ION FIGURE 1606.2s APPLICATION OF MAN WIND FORCE RESISTING SYSTEM LOADS FOR SIMPLE DIAPHRAGM BUILDINGS TABLE 160&& HEKW AND EXPOSURE ADJUSTMENT COEFFICIENTS iMoan EXP-Un Root Helgitt B C p j 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 Note:All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. 56-9 'nbXt- &NAPM AA104 Uy- W ?tIe 4 f: , Or S 14 cm nnnnnnnunurwrrr�uuutrrutttttttuututtuuuutttuttlltutltutlltttttlttttttltptttttttttttttta°pitttl°tOn"""nttttufunuuwuuuutuntutunutuuutuuuututuuautnttumnlnnnutuuutuuunutuuuuutuuun -� MAIN WIND FORCE RESISTING SYSTEM TABLE 1608.2A WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN a 0 Exposure B I- M Hortontat loads: Vortical Loads(pen Max.Horizontal Wall Loads,4(psf) � 1V Windward a End Zona I Interior Zone End Zona interior Zorn Overhang Zone Wind Roof Velodty Load angleWindward Lasward I Windward I Leeward End Interior (mph) Direction (degrees) Wall Rooh WaU Roofl Roof Roof Root Roof Zone Zone 1E 4E I 1 4 90 Transverse 0-5 12.8 .7 8.5 -4.0 -15.4 1 -8.8 1 -10.7 •6.8 1-21.6 1 -16.9 110.0 -7.5 1 72 1 -5.8 20 1 17.8 .7 1 11.9 1 2.6 1 A5.4 1 -10.7 1 -10.7 -8.1 1.21.6 -16.9 12.0 -101 8.8 7.5 30< angle s 45 1 144 1 9.9 1i.5 1 7.9 1 5.6' 1 -6.8 1 4.8 1 7.5 1 -5. -5.8 11.0 1 -8.1 1 9.1 1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 1 -15.4 1 -8.8 1 -10.7 1 -6.8 1.21.6 1 -16.9 10.0 -7.5 1 72 -5.8 100 Transverse 0-5 15.9 -8.2 10.5 -4.9 1 -19.1 -10.8 -13. -8.4 1-26.7 - 0.9 12.0 -9.3 8.8 -7.2 0 1 22.0 1 -5.8 1 14.6 1 -3.2 1, -19.1 1 -13.3 1 -13.3 1 -10.1 1-26.7 -20.9 15.0 -12.5 10.8 -9.3 45 17.8 1 12.2 1 14.2 1 9.8 1 6.9 1 -10.6 1 5.9 1 -9.3 .3 1 .7.2 13.0 1-10,i 1 11.3 1 -8.4 Longitudinal All Angles 15.9 •8.2 1 10.5 -4.9 -19.1 A0.8 I -13.3 1 -8.4 1.26.7 1 -20.9 12.0 -9.3 1 8.8 1 -7.2 110 Transverse q-6 19. -10.0 12.7 -5.9 -23.1 -13.1 1 -16 40.1 -32.3 1 -25.3 15.0 1-11.3 10.7 -8.7 0 26.6 1 .7.0 1 17.7 1 -3.9 1 -23A 1 -16.0 -16. -12.2 -32.3 1 -25.3 18,0 1 A 5.1 1 13.1 1 -11.3 30 < anoles 45 1 21.6 1 14.8 1 17.2 1 11.6 1 8.3 1 -13.1 1 7.2 1 -11.3 1 7.6 1 -8.7 16.0 -12.2 13.7 -10.1 Longitudinal AU Angles 19.2 -10.0 12.7 -5.9 -23.1 -13.1 1 -16,0 -10.1 1-32.3 -25.315.0 -11.3 1 10.7 1 -8.7 120 Transverse 0-5 22.8 -11.9 15.1 •7.0 -27.4 -1 -19.1 -12A -38.4 -30.1 17.0 -13.4 i2.7 -10.3 20 318 1 .8.3 1 21.1 1 .4.6 1 -97A ` - 9.1 1 -19. -14.5 A 1 -30.1 -18.0 15.6 "' :13:4 30 < an a<_ 45 25.7 7. 20.4 14, .9' ' -15.6 8.6 -13.4 -9.0 -1 .3122.0 19.0 444' 16 ;*.1 Longitudinal AD Angles 22.8 -11.9 15.1 •7.0 -27.4 -16.6 -19A -12.1 -38.4 -30.117.0 AU 12.7 -10.3 130 Transverse 0-5 26.8 -13.9 17.8 -8.2 -32.2 -18.3 -22.4 -14.2 -45.1 -35.320.0 -15.7 14.9 -12.1 20 37.1 -9.8 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.325.0 -21.1 18.3 -15.7 30 < an les AA 30.1 20.6 24.0 16.5 11.6 -18.3 10.0 -15.7 -10.6 1 •1 .1 22.0 1.17.0 1 19.1 44.2 Longitudinal All Angles 26.8 43.9 17.8 -8.2 -32 2 -16.3 -22.4 -14.2 45,1 1 -35.3 20.0 -15.7 1 14.9 -12.1 140 Transverse 0-5 1.1 .16.1 20.6 -9.6 •37.3 1 - 1.2 - 6.0 -1 .4 .6 2.3 .40.9 124.0 I-J8.2 1 17.3 144.0 20 1 43.0 1 A1.4 1 28.7 1 -6. -37. 28.0 1 -26.0 1 -19.7 -52.3 1 .4 .9 29.0 21.2 A 8.2 30 < angle - 45 35.0 .9 7.8 19.1 13.4 -1 11.7 .2 •1 .3 44.0 6.0 -19.7 22.1 -16.4 Longitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2 -26.0 -16A •52.3 .40.9 24.0 -18.2 17.3 -14.0 0 D 150 Transverse 0-5 35.7 J8.5 23.7 .11.0 42.9 -Z 4 - 9.8 48. 0, 7.0 27 0 - 0.9 19,9 -16.1 rn 1494 -13. n31.9 -7 2 -4 8 -29.86 -60.0 7 34.0 •28 • 0.90 30 < an la 45 .1 27. .0 15 - 4 4 13 4 20 9 -1 .1 -16.1 300 • 2 5,4 •18.9 zLongitudinal All Angles .7 -18.5 -11.0 -42.9 -24.4 29.8 •16.9 -60.0 -47.0 27.0 -20.9 19.9 -16.1 C) 0 For 5I: I ft2=0.0929 m2, 1 mph=0.447 aVs,l dog=of angle=0.01745 rad,I psf=47.88 N10. O M Notes: t Pressures for root angles from 5 to 20 degrees shall be Interpolated from the table, l 2 Pressures are the sum of the windward and leeward Pressures and shall be applied W the windward elevation of the building in accordance with Figure 1606,2(cj, m 3 If pressure is less than 0,use 0, a 4 Pressures shall be applied in accordance with Figure 1606,2(b), V z PORCH 30q oq$ WALL yr -h- -F" u. "O.T.W V 'T'0r"C* Z'(D S. No. (ft) (ft) (ft) (lb) (lb/ft) (lb/ft) (ft) Qb) unitim (uniflass) (ft) -0 02- .6 I's Hq� I-qvi-I 31 IZ-6 lk r I I 5 hek4,-O �Of- �SfWg STP-f+ff ING l'i 1-19 93 1(- Vl� JUIA Li 9 �Jtjq :03 01 14. 60 3 11 1 i-q(4 61OZ, j4� 6ZA- ?A 1133 Z' "Xi 2: III NIA L,% -1.31 eo 1/12: 140TES: (D= "Z" IS ALWAYS EQUAL TO 1.33 MICH IS WIND MAGNIFYING FACTOR. = -NP- DESIGNATES THE NAILING SPACING AT PANEL EDGES AND INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS� OR 'ME SCREWS SHEAR WALL CALCULATONS SPACING AT THE PANEL EDGES AND INTERMEDIATE SUPORTS FOR INTERIOR WALLS, UNLESS OTHERWISE NOTED. FOR EXAMPLE: 6*/l�" FOR AN EXTERIOR WALL MEANS THAT 7/16" OSS SHEATHING SHALL BE NAILED AT 6" O�C. ON PANEL EDGES AND AT 12" FOR FIRST STORY WALLS SHEET No. OF O.C. ON INTERMEDIATE SUPPORTS. see- Jeb2:4 '�6 a�- tke&=W Pay- pWw +z' rw- opvfae A TABLE FOR SHEAR WALLS FRAMING (SECOND FLOOR) EAR WALLS TABLE WAS ESTAGUSNEG,ASSUMING THE 001�0111110 C107MA UNLESS OTHERVASE N THE TABLE )SHEATING TO STUDS N'SNAUL BE"e 5/9- BOARD TO STUDS NAIUNG SHALL BE Scl I Cg'l,'.M%1.1/2 TRICK BOAF IEC71VELY OR 1-11r TYPE S OR W.05 SCREWS FOR EITHER BOARD MCIOICSS, REO-D. 1. SINGLE OR SlfA7HING TO STUDS DESIGNATION SHEATHING OMUBULE S%HEAA NAIL SPACING jm(6w 1 =x: I SINGI irl-12" xT SINGLE 'r/I.- um) I - -1 jjjj6 -7/14"06 kt.NOTIE& )CATIONS CLOUDED AS &�SE(ONE)MOZFL MO. LSTA 8%,51-PsOW'.FLOOR OR TENSION TIE. WATIONS CLOUDED AS (D.USE OWO)MOZF-L 130- FLOOR OR TENSION TE ITERIOR WALL OPENINGS ON SECOND FLOOR,WHERE WALLS ARE A CON71NUATION 0 FLOW WALLS,MAY BE 90LIM PER DETAL-r ON SIM I a TO FLOOR STRAPPING FOR UPIJFT SHALL BE rAOZZL,140- ON 32*Or-0 BOTrOM APIS ALso APPLI 62 0 TOP PER ON at HERE SECOND FLOM WALLS ARE SUPFDRTED By FLOGR OWE AND ARE h=A CONMUATIONN FLOOR Whia.MOM WALL OPENINGS MAYBE STRAPPED PERPEIAL W ON'Sk&t7*8 114%V-0; TABLE FOR SHEAR (GROUND F THE SHEAR WALLS TABLE WAS ESTABUSHEO ASSUMING?HE NOTED IN THE TABLE' A�WOOD SHEATI G TO STUDS NAILING SHALL BE Ild COMM, NO 8 GYP.BOARD TO STUDS NAILING SHALL BE 5d k 6d COE -—-—-— RESPECTVELY. C)$0LE PLAIM-CONMETE MM ANOOM StALL BE I/rft 10" or OR 1/2*0 x 7-ADHESIVE ANCHOR BOLTS FOR INTERIOR par REO'D SINGLE OR Slil c 06OW%AS IDESIGNATIONISHEATHING I DOUBLE SHEATHING f 7 (/lOC'= SINGLE 'L 5INGLIE x h" -F- --u- (iit) (ft) (ft) (lb) Qb/ft) (lb/ft) I Z- I I z`ht- Ski I 4011 lit /V/A A) 4011 Z'o I lol')o 'Lo NOMS. (D= *Z' IS ALWAYS EQUAL TO Jo WHICH IS WIND MAGNIFIANG FACTOR. 'NP' DESIGNATES THE NAILING SPACING AT PANEL EDGES AND INTERMEDIATE SUPPORTS FOR EXTERIOR WALLS, OR THE SCREWS SPACING AT 114E PANEL EDGES AND INTERMEDIATE SUPORTS FOR SHEAR WALL CALCULATIONS INTERIOR WALLS, UNLESS OTHERWISE NOTED. FOR EXAMPLE: 6*/12" FOR AN EXTERIOR WALL MEANS THAT 7/16* OS13 SHEATHING SHALL BE NAILED AT 6- O.C. ON PANEL MMS AND AT 12- FOR SECOND STORY WALLS D.C. ON INTERMEDIATE SUPPORTS, SHEET No. OF PAGE 1 ;4ate: 02/07/2003 MANNING BUILDING SUPPLY LOG #: C0101 TRUSS DIVISION JOB # : JACKSONVILLE '"alesman: JOHN FERGUSON Pitch: 8/12 Customer: BESTCON HOMES Job Name: PLAN 2057 vp.kddress : 1484 LOURAL WAY Address : LOT 1 HIDDEN PARADISE ATLANTIC BEACH 32233 Designer: KEN -- ------------------------------------------------------------------------ ------ Left I Right MISED ',,'_y � Span O.H. O.H. I Description -------------------------------------------------S EA LS----------------------- 1 20 ' 114" 11411 Al 3 2 0 ' 11411 11411 A2 1 21 '41' 11411 114" B1 4 21 ' 4" 10411 11411 B2 of 6 21 ' 41' 1 ' 411 B3 1 10 ' 5" 8 10411 11411 C1 1 1015,18 11411 11411 C2 1 10 ' 5"8 11411 11411 C3 2-PLY 10 4' 5'18 11411 01 C4 1 12 '4" 11411 11411 DI 1 20 ' 1 ' 4v' 11411 El 4 2 0 114" 11411 E2 6 20 ' 11411 11411 E3 1 251811 1 ' 411 11411 F1 1 25 ' 8" 2 1 5'v 21511 F2 2 25 ' 8" 11411 114'v F3 7 25 ' 8" 11411 1' 4v' F4 1 25 ' 8" 11411 10411 F5 Hardware Roof 10 HUS26 1-ply Truss Hanger Beams 2 , 12 For GPLAM 1 . 5 x 11-7/8" -------------------------------------------------------------------------------- 53 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 2 - # of Beams 0 - # of Rim Board --------------------- 53 - Total Trusses op oft m In (COIOI-PLAN 2057 - AI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 11.05 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N I n roof, CAT I I, EXP B, w!no TC DL=3.5 psf, w!nd BC DL=2.5 psf. Webs 2x4 SP #3 See DWGS A12015ECO901 & GBLLETINIOO1 for more requirements. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) Deflection meets L/360 live and L/240 total load. Creep Increase factor TC From 54 PLF at -1.45 to 54 PLF at 0.00 for dead load is 1,00. TC From 154 PLF at 0.00 to 154 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 21.45 BC From 4 PEE at -1.45 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 20.00 BC From 4 PLF at 20.00 to 4 PLF at 21.45 4X4 5 r-- 3 X 3 3 0-4-1 3 X 3—v- 3X3 ft 0-4-1 U U U 7— 9-1-2 2X4(Al) 2X4(Al) L_I-4-0 L.1-4-0 10-0-0 10-0-0 20-0-0 Over Continuous Support R=3840 U=1700 W-20-0-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TP195 Design Crit: TPI (STD). 6.10 OTY: FL/-/3/-/-/R/- Scale =.3125"/Ft. �WARN I NG TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --25645 P RAC�NG,,.REFER TO HIB 91 (HANDLING INSTAILING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151 5 ONOFRIO DR. S37191 SAFETY PRACTICES PRIOR TO NUT TO F�"A I)' S 230. 'ON' I P 1 0 1. IL H Al E IRUI E R11 ATTACIII TC DL 7.0 PSF DATE 02/10/03 PERFOR M ING TH E FUNCTION �LFUITETOERWIMSEADTNDI C'AWTFD, TO RDFORHA 00— S TRU r LORAL PAENELS 80TTOM CHOURD SHALL H AV E A Pa 0 P ERLY ATTA CH E P R�G ID C E�'IN, �I MP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATI ON C ONTRACTOR. ALPINE ENGINEERED BC DL 5.0 PSF DRW HCUSR151 03041159 PRODUCT SOA L 1 0 ES N I E F OR ANY U FV I ATTU N FROM THIS D11 NY t L U I ON A LURE TO S I OR A BUILD T'� TRUSSE IN NI�JRIAIIE' NN"'T1 HAND "%SS I '�INITF NG No R PR BC LL 10.0 PSF HC-ENG JB/MMA C 0 H F 8 R AC I N G OF TR USSES TO I S D F SIGN C NFOR S WITH A PLICA"BGLE FV IS OF (NATIONAL 11SM ALPINE SPECIFICkTI PUBLISHED By 7 E AMERIOAN F"REST ANPPPAP E R A SS ATIOID) AND NPF AT IN E ON H C U V . E OC A S D I IOT.LD. 42.0 PSF SEQN - 6642 CONNECTORS ARE MADE OF 20GA ASTM A653 GR4 0 GAL STEEL X CE P I NOTE APPLY CONNECTORS TO 74 EACH FACE 0 F TRUSS, AND UNITES S OTHE R W ISE LOCATED ON THIS DESIG N, P OSITION CONNECTORS PER I TE OF DRAWI NGS 16 0 A Z. THE SEAL ON THI� URANING �NIIIAIII A11111AN11 OF 1101111ION11 1111NEER NG DUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILrT ELY F THE TRUSS DESIGN SHONA. �HV S017ABILITY A USE OF �HIS F Y 30L P T OR B COMPON"? I OF T E IF N S NO R, P ER HaiiiesCilyjl, 33944 GOMPONYNT LH19ANIS ARUiCULAR UILD14,, IL THL RISPONS BILI(Y d DO [)I G, OF IGNE Feb SPACING SE F &BOVE AREF - IS03151 Z12 FL Certificate ofAuLborization 4 567 ANS I IT P 1 1 19 9 EC IT N 2 (CO101-PLAN 2057 - A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SID #2 N 120 mph wind, 11.21 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SID #2 IN in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 1.00. 4X4 1.5X4 III I.5X4 III 5 r-- 5 0-4-1 0-4-1 9-I-2 2 X 4(A 1 2X4(Al) L�l-4-1 _I-4-0 ,j 10-0-0 10-0-0 20-0-0 Over 2 Supports R=921 U=387 W=3.5" R=921 U=387 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 QTY:3 FL/-/3/-/-/R/- Scale —.3125"/Ft. —WARN ING TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 5 RAC�NG., REFER TO,H1B 91 (HANDLE I NO INSTALLING AND BRACING). PUBLISHED BY TEL (TRUSS PLATE T C L L 20.0 IDSF REF R151--25646 IN a I '''i- 3 X 5 PESTOTOT , 5 3 D' N 0 RIO DR.- SUIT E 200, MADISON' WE 537P19)H' FOR SAFET Y PPACTEICES PRIOR TO T G D L 7.0 PSF DATE 02/10/03 RF RM NG THE E F U N C I ION S UNLE SS 'I H ERW I 1E N"'ATED. TI I U R D 'HAL L H AVE RIP R L Y AT ACHED *.1 J01--L C S D B le" ...-i F,'..- STRU TURAL PANEL ' 80 TTOM CHOR SIN L L AV A PROPER L I ATTA E I) R�O�D C E I L I NG S 0 IS E, 11RTANT- F'R N' H A I " OF T H G 'I G N TO THE IN 5 TALLATION 1::ONTRACIOR. ALPINE ENGINEERED OM B I S B C DL 5.0 PSF DRW HCUSR151 03041160 PR DUCTS INC. IBALL N 0 T E REII�NIIBLE FOR AN Y DEVIAT 0 N I ROM TH I DESIGN: ANY FAILURE TO BU I�DNT E 1RUSSE S IN CONE 0 R M ANCE WITH TPI; OR FABRICAIIN � HANDLING,SSHFTPNI�!C,NINSTA1FL I N GSAND ES JHI IGN G PROVISI I B C LL 10.0 PSF HC-ENG JB/MMA BRA OF TRUSS ES RMS TH APPLICAB L E N D ( AT DNA BE IGN 'k ALPINE SP C IFGCATION PUBLISHED BYSTOHE AMER(1�10NAFOFOREWTI AND PAPER ASSOCIATIONO) A(N)B TP I AL P INE — E I TOT CONNECTORS Al E MADE 0 F 20GA AST M A653 GRID IALV. STEEL, EXCEPI AS NOrED APP LY CONNECTORS TO L D 42.0 PSF SEON 6638 , 0 1 0 E H S IGN P I C' N P OF .1 EA1-,�,,AGE,CF TRUSS, AND ON'E'SCOTHERW ":AT'�'ON I I DES "111'T"N E T IR I Fl� Af RVZt/ 0 U R FAC. 1.25 E N DRAW 11 A THE I.Al N ED AW NO 'ATES A 111TA N 0 IRIIIIO'SIICNAOL'SENGINEER NO 1a�%P, Alpine Engineered Products,In , �N I B ' I B N E N I D LN S I'N HOW THE SUIT B ILI I Y A N D U SE Of T H I S ....... C. R SP S ILI11 �OLIIEI 101SIHE R SS MP C N, A ,IBILilY OF 1HE BUILDING DESIGNER, PER Haines City,FL 33844 COMPON T FOR ANY PARTICULAR 8011DING IS 1HE RESPONS Feb 24.0 1S03151 Z12 I ��N FL,Certificate ofAudiorimfion#567 ANS /I 1 1 19 9 5 SE CTIO N SPACING JREF (CO1OI-PLAN 2057 - B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 12.65 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 SPECIAL LOADS End verticals not exposed to wind pressure. ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) See DWGS A12015ECO901 & GBLLETINIOOI for more requirements. TC From 54 PLF at -1.50 to 54 PLF at 0.00 TC From 154 PLF a t 0.00 to 154 PLF at 21.33 Deflection meets L/360 live and L/240 total load. Creep increase factor TC From 54 PLF at 21.33 to 54 PLF at 22.83 for dead load Is 1.00. BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 21.33 BC From 4 PLF at 21.33 to 4 PLF at 22.83 4X4 8 F- 8 3 X 3 3X3 8 X8=_ 8 X 8 za- 0-8 1 Hni 101 'B1 hi 101 181 0-8-1 *9-1-2 5X5- -4-Oj L�l-4-Oj 1- 10-8-0 J- 10-8-0 LE 21-4-0 Over Continuous Support R=4080 U=1721 W=21-4-0 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 CITY: FL/-/3/-/-/R/- -Scale -.3125"/Ft. -WARNING- TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND a RAC�NG REFER TOGNIH 91 (HANDLING 2INSTALLINGOANDWBRACING).),PUBLISSHEDEBYY TP I (TRUSS,PLATE TC LL 20.0 PSF REF R151--25647 IN , 5 - F R, S HE I �JMADJSON ST,TUTE 83 D U R 1 0 D - SS E 00 1 1' 1 5'7 1 9 DFOR LA F T PRACTICES PR OR TO TC DL 7.0 PSF DATE PERE R ING TH E UN LIONS UNLE TITER SE ATED, T P HOR SEA HAVE PIE OPE R LY ATTACHE 02/10/03 UC M ES F C 0 CH D 0 H N C 0 C L 0 0 .' STI TURAL PANELS. LOTT M OR SHALL AVE A PROPERLY ATTACHED RIGID CEILING _1 P M ORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED C D L 5 0 PSF DRW HCUSR151 03041161 PR ODUCTS. INC. S IF NOT BE RESPONSIBLE FOR AN DEVIATION FROM THIS DESIGN AN Y FAILURE TO BU MAE I S 14 M N I P B N HIP I I BRILD THE THUS E CON FOR A CE W TH T 1: OR F A R CALL G, MANDLING,,S,, P N G N STALLING,AND -ENG N F S GN N 0 P B P ISE 10 L BC LL 10.0 PSF HC JB/MMA SrACI G 0 TR U ES. TOT S OF S I F R M S WITH AP LICA L NO V NOS (NAT NA OF IGN ALPINE IF C AT I ON PSOLISHE D By T E AMERCOA N FOREST AND P A P ER A SSO IATIOON) AND T PI. ALL PIN E EC 1 0 S U H I" V E E E C Y TOT.LD. 42.0 PSF SEON - 6658 CON N ECT R ARE M ACE OF 20GA ASTM A653 GR4 0 GAL * ST L CEP AS N 0 TED APPIF `ONNECTORS TO 0 S ISE H,S IESIT EACH FACE F TR SS. AND UNLE OTHER LOCATED ON T D N ED S IIION CONNECTOR S PER 09 S 16 1 E CE EN DRAWING A Z. THE SEA (IN THII DRA W ING NDICAT,S A PTANCE I PROFESSIC)NA GINEERING DUR FAC 1.25 FROM KEN I ILL US Alpine Engineered Products,Inc. RESPONSIBIt If SOLELY FOR THE TRUSS COMPONENT D S 1,,N HOWN CUITABIIIIY AND I OF THIS [DIN I" E r Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUI C THE RtSPONSIBILITY OF THE BUILDING DESIGNER, PER F e N&� 'S P A C I N G SEE ABOVE JREF - 1S03151ZI2 FL Certificate ofAuthorization#567 AN S I IT P 1 1 1995 SECT I ON 2. (CO1OI-PLAN 2057 - 132) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 12.82 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x6 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 :W2, W3 2x4 SID #2 N: Deflection meets L/360 live and L/240 total load. Creep increase factor SPECIAL LOADS for dead load Is 1.00. ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PEE at -1.50 to 54 PLF at 22.83 BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PEE at 5.33 BC From 100 PLF at 5.33 to 100 PLF at 16.00 BC From 30 PLF at 16.00 to 30 PLF at 21.33 BC From 0 PLF a t 21.33 to 0 PLF a t 21.33 4X4 BC From 4 PLF at 21.33 to 4 PLF at 22.83 1.5 X4 III I.5 X 4 111 8 W3 8 W2 3X6(B2) 3X6(B2) 0-8-1 0-8 1 -1-2 8X8 3X5 L.1-4-0 L-1-I O.J 10-8-0 10-8-0 21-4-0 Over 2 Supports R=1351 U-572 W=3.5" R=1351 U=572 W=3.5" PLT TYP. Wave TPI95 Design Crit: TPI (STD) , FLBC 6.10 OTY: FL/-/3/-/-/R/- Scale —.3125"/Ft. "WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RACING, REFER T?UHIB 91 (HANDLING 21NSTALLINGUANDWBRAC'11G)�6) PUBLISHED BYY TP I (TRUSS PLATE T C L L 20.0 PSF REF R151--25648 INST I TUT E. 83 IT N OFRIO DR. 11 TE 11. HAD I' I ' R SAFET PRACT I CES PRIOR TO T C D L 7.0 PSF DATE 02/10/03 PER[0 NAM NG TH E F ON CTI 0 N S �L E S ERW I S E I IG'I�ATED, T'l CHONG"-'HALL D AVE PH OP E RLY AT I ACHED S UC 8 0 E C IT TR I U HAL PAN[ITS. OTT M CHORD S HALL HAV A PROPERLY ATTACHED RIGID E I NO _IMP _0 Y HIS ESE ORTANT— FURNISH A P OF I D GN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUC INC. SHALL NOT BE RESPONSIBLE FOR AN DEVIATION FR S DESIGN; AN FAILURE TO B C D, L 5.0 PSF DRIA1 HCUSR151 03041162 FS. S IN M E H P y I N OM THI HIP I G. I Y BUILD TH THUS ES I-ONFOR AMC WIT 1 1; OR LAHR HANDLING STALLING AND IN E S S. H TO 0 S CA IF R S P W HIS DESIGN BC LL 10.0 PSF HC-ENG JB/MMA ALPINE BRAC F TRU SE I I N ONF R WITH A P�:ATIBG� P OV ISI ON S OF NOS (NAT MAE 0 S DEC C M P I SPECIE I UAT I ON P UB IF I SHE D By THE A M E RICA N TO RE ST AMD PAPER A SSO C I ATION) AND THE. ALPINE TOT LD. 42.0 PSF SEON 6663 CUNNECT 0 R A'E MADE OF �QGA ASTM AF53 GR'D GALV. ,'�TEE I' E X CEPT AS N 0 TED, APPLE Y C ONNECTORI TO OF EACH FA C 1 0 F TR US S. AND UNLE S S UTHERWIS[ f OCATED ON TH I I DES I G N, TO S ITION CONNECTOR S P FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUS� COMPONENT DESIGN SHOWN THE SUITABILITY AND U�E OF T S ORI DUR JAC. 1.25 N S TO CE DRAW! G 0 A Z THE EAL ON IHI� DRAWING INDICATES A,, PTANCE OF PROFESSIONAL ENGINE R NG I H�,ncs Citv,FL, 33844 COMPONENTFOR9ANYL PARTNICULAR BUIIDING IS THE RESPONSIBILITY OF THL BUIIDING DESIGNER, PER I , E I SPACING SEE ABOVEJ JREF 1S03151 Z12 FLC eate ofAuthorization#567 ANS /T , 19 5 CT 0 2 Feb - —.0'. — (CO101-PLAN 2057 - B3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 12.82 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x6 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 :W2, W3 2x4 SP #2 N: Deflection meets L/360 live and L1240 total load. Creep increase factor SPECIAL LOADS for dead load is 1,00, ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) TC From 54 PLF at -1.50 to 54 PLF at 21.33 BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 5.33 BC From 100 PLF at 5.33 to 100 PLF at 16.00 BC From 30 PLF at 16.00 to 30 PLF at 21.33 4X4� 1.5X4 111 1.5 X 4 111 8 F— W 8 W2 3X6(B2) 3X6(B2) 0-8-1 0-8-1 k-9 1 2 F 8 X 8 3x5= L_1-4- j 10-8-0 10-8-0 21-4-0 Over 2 Supports R=1355 U=574 W=3.5" R=1266 U=536 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 OTY FL/-/3/-/-/R/- Scale —.3125"/Ft. —WARNNG— TRUSSES REDUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RACI11- REFER TO HIB 91 (HANDL�NG INSTALLINGOANOWBRACIIG)�;).PUBLISSHED BY TP I (TRUSS,PLATE TC LL 20.0 PSF REF R151--25649 IN", ON F I D U I '1A1 I S I' I I OR A I ET PRACTI E S P R R '- T C DL 7.0 PSF DATE 02/10/03 IN" -H L A P R R AT ACDED F I N R��L' ' ATED. T" CHORD AL H VE OPECLY To TOT 83 0' 0 R 0 PERES RHI NG TH ES ES UN C'T 0 S. U Ell 0 THER SE C UP S STRUCTURAL PANEL . BOTT 0 M CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, D BC DL 5.0 PSF DRW HCUSR151 03041103 _IMP ORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACIOR. ALPINE ENGI IV- F1 ]HIS DESIGN PRODUCTS, 111.,LIAL[L IIT,BE,IISPONSIBLE�FORURANVY�2DEVIAT41ON FR OM ;G,ANYSrFA -C 8HIL, T T RUI S IN OR ANC W I T T I� ICATI G, HANOL IN C S IP t N I ALLING A�D SS S CON IG " 0 S R P IIAB I ISI , 8 F P N 0 L S G BC LL 10.0 PSF �iC-ENG JB/MMA 0 R A,-I N OF TRO E TH DE S NF R M WITH A IF I IR" N S 0 (NATE NA DE I N ALPINE SPECIFCCAT I DO L ISHED B IST I AMER"A N REST ANUP P A,ER A'S OC ATIONO) AGD TPiS. AL PIN 7� I ON L' H IC F` I CE PTI N Y E TOT.1-6. 42.0 PSF SEON 6666 CONNECTORS ARE MADE OF 20GA ASTM A65 GR4 GALV, STEELjSE AS N TED APPIL C UNNECTORS 16 x %3 0 EACh FACE I TR S AND UNLES S OIHERW ISE IOCATED ON TH 0 FS1 GN, POSITION CONNECTORS PER ON THIS DRAW?NG INDIPATES ACCEPTANCE OF PROFESSIONAL ENGINEERING URAWINGS 160 A 2. �HE SEAL % DUR.FAC. 1.25 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILIT Y SOLELY FOR THE TRUSl COMPIONFNT DESIGN SHOWN THE S1;1A[JIL1IE1S0D'D1E'U1 IFII ..... Haines City,FI, 33844, COM P ONE N I F OR ANY P AR I I C 9 t AR P b IF C IN S I S JH L IY ESPUNS I B I I I I Y 0, 'P, a H ,D I,G D fCN R, ER Feb SPACING SEE ABOVE JREF IS03 Fl,Certificate ofAutliorization#567 AN�J/TPI I 19YE SECTION 2. '�— . .4—,-— (CO101-PLAN 2057 - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 11.84 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N In roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 End verticals not exposed to wind pressure. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) See DWGS A12015ECO901 & GBLLETIN1001 for more requirements. TC From 54 PLF at -1.50 to 54 PLF at 0.00 TC From 154 PLF a t 0.00 to 154 PLF a t 10.46 Deflection meets L/360 live and L1240 total load. Creep Increase factor TC From 54 PLF at 10.46 to 54 PLF at 11.95 for dead load is 1.00. BC From 4 PLF at -1.50 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 10.46 BC From 4 PLF at 10.46 to 4 PLF at 11.95 4X4m I.5 X 4 111 1.5 X 4 111 8 3X3 e, 8 3 X 3 0-8-1 n n U 0-6-1 10-1-2 1.5X4 III 1.5X4 111 1.5X4 III L,1-4-O:>J L�-i-4-0 J 5-2-12 5-2-12 —10-5-8 Over Continuous Support R-2100 U=1113 W=10-5-8 PLT TYP. Wave TPI95 Design Crit: TPI (STD) ,_ FLBC 6.10 OTY: FL/-/3/-/-/R/- Scale —.375"/Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND 8 RACI NG REFER TO HIB 91 (HANDIF�NG 2INSTALLINGC)ANDWBRAC51NG)l PUBL I SHED BY TP I (TRUSSPLATE T C L L 20.0 PSF REF R151--25650 5 ON U I Y P INSTITUTE B3 '' 11RI1 D1.,,1 TE SO' IAI�IDN- " 6) "" IAIET"IIACTI"' ' OR TO TC DL 7.0 PSF DATE 02/10/03 PERT 0 RMI NG 1H ES E F'N CT I ON, U SS 0 TITER W I SE N I C ATED, 1 0 P CHORD SEAL L B A PR D PER11 ATTACHED STRUCTURAL PANEL S, B OTTOM CHORD SHALL H AVE A P ROPERLY ATTACHED RIG I D CEILING, I RTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERE 5.0 PSF DRW HCUSR151 03041164 PRODUCTS. INC.SSHALL NOT BE RESPONSIBLE FOR AN y DEV IATION FR OM THIS DESIGN AN Y FAILURE TO .16 BC D L S IN F M N E T TPI N N Hip I C, I LIN BUILD THE TRIES E CON OR A C WI H ; OR FABRICATI G, HANDL 1 6, S P N NSTAL 6 AND BRACING OF TRUSSES TH DESIGN CONFOR WITH AP ICABLE PROVIS OF NOS (NATIONAL DESIGN BC LL 10.0 PSF HC-ENG JB/MMA I C I HUB ED IS E N MS IONS ALPINE L�Lp SS I P N SPE" F ICAT ON P L ISH BY T" A11R DHEST ANB"A,E R A "':TAT ON) AID TIPI AL I TO N'E1,TC11,ARE HAD E, ,B�A'AITM A113 IR40 ,AL,, ' I , EXCEPT AS NOTE B A LIE, C GlNEITURS ED T.L D. 42.0 PSF SEON - 6673 S ISE OC TE H S US Of EACH FAE F TILI S All) U IL S T tR L A ON I D "G N P ", N C NNECTOR S [)HAWING, 16 0 A Z. THE SEA� DO HHIW DRAW IN G IDNDICATES ACCE P TAN'CEOEF POROIEUSSIONAL ENPEIREERING i. /,r%.I DUR.FAC. 1.25 FROM I E I Alpine Engineered Products,Inc. RFSPONSIBI[ITY SOLELY FOR THE TRUSS ]OMPuNENT DESIGN SHOWN. THE SUITABILITY AND UIE OF THIS ......... e,m 31 51:Z Id HainesCitV,F1. 33844 1�'�O I -PONSIBILIIY OF THE BUILDING DESIGNER, NZ SPACING SEE ABOVE JREF - ISO 2 SlINENT'FIR AN',,111%CULAI BUILUING IS THE RE, PER '',T I 'U" FI.Certificate ofAuthorization#567 ebb (CO1OI-PLAN 2057 - C2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 12.01 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N In roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Deflection meets L/360 live and L/240 total load. Creep Increase factor :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' for dead load is 1.00. 4X4� 8 F- 3X5 0 3 X 5 0-8-1 0-8-1 U A, 10-1-2 1.5X4 III 6X6(El) 6X6(El) L,1 4-0:J L<i-4-0-J 5-2-12 5-2-12 10-5-8 Over 2 Supports R=521 U=327 W=3.5 R=521 U-327 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 OTY: FL/-/3/-/-/R/- Scale —.375"/Ft. —WARN I NO TRUSSES REO U IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING 1,HD --25651 8 RAC�NG, N�FER TO HIB-91 (HANDLING INSTA Lt ING AND BRACING), PUBLISHED BY TFI (TRUSS PLATE TC LL 20.0 PSF REF R151 I Q4QFRIO - WI 53719) FOR SAFET Y PRACTICES PRIOR TO PSF DATE 02/10/03 ERE RMING FUNCTION OR - SUITE 200' "OlSON TO P CH A H AV PROP E R I Y ATTA�HED 7.0 PNS'OTUIE- T593ED' 5. UNLESS OTHERWISE NDICATED, �RD SH LL E T C DL HE THU TO At PANEL BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, L _1 4e MPORTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGIWFRFD B C DL 5 0 PSF DRW HCUSR151 03041165 PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: AN I FAILURL TO BU H SE I M 'E W IT Ej AS I CA I HNNUti NG, SRI 9 P I C kL D I TRUS S h CONFOR AN, OR _ I 4ST LI N E SS S TH 'IG P T IS S to - N -ENG BRA1111,1,11F DI C%TOR;S WIIF AR IT ANG� I ON (NAT 1AL [N)'ISIrN BC LL 10 0 PSF HC JB/MMA ALPINE P 11 IISTH AIERI'AN F'1111 AND' AIERHA'Slp'�IATIO'N�� AND I P�1. ALPI RE PSF SEQN - 6670 I A ON H C L' V 0' 5 TOT L D 42.0 1.NN11TORS A R I MADE ol IIIA A111 A153 GR4 0 GAL STE I I' E CEPT A N I TED APPLY CONN I CTORS TO STA CE 0 1 OF EACH FA F TR S AND UNITES S OTHERW JS� LOCATED ON THIS OF SI G N. P OSITION CONNECTORS PER DRAWINGS 160 A 7. THE SEA1, ON THI� DRAWTNG INDI�'-AIF� ACCEPTANCE OF PROFFSSIONAL ENfINEIRING DUR FAC I.2 5 FROM KEN AJpine Engineered Products,Inc. R I-PON'16 1 L I I I Sol III III THE Tll�l �Omro��LN[ OHESTSN SHORN. THE SUITABILITY AND USE OF �HZS .......... ItainesCity FL 33944 ��OMPLWNT F 1� A" ,AR,DIU AR BUiLDINf �S 1"i RESPONSIBtLll� OF THE BUILDING DES[GNLR, PfR IF n b SPACING 9A n" AREF - IS03151 Z12 FL CLrtificate Of Xuthorization#567 AN�I/TPI 1 199� EC TI ON 2 11 1 1,11 1 1 1 , ''I , I I "I � I I -I I I -I I (CO101-PLAN 2057 - C3 2-PLY) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 2 Complete Trusses Required EEEE�EE�� Bot chord 2x11.88 G-P LAM1.8(-14in) Webs 2x4 SP #3 NAILING SCHEDULE: (0.131x3.0—g—nalls) TOP CHORD: I ROW @ 12" o.c. SPECIAL LOADS BOT CHORD: 3 ROWS @ 3" o.c. (EACH ROW) ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) WEBS *. I ROW @ 4" o.c. TC From S4 PLF at -1.50 to 54 PLF a t 11.95 USE EOUAL SPACING BETWEEN ROWS AND STAGGER NAILS BC From 4 PLF a t -1.50 to 4 PLF at 0,00 IN EACH ROW TO AVOID SPLITTING. BC From 30 PLF at 0.00 to 30 PLF at 4.46 (1) 1/2"—bolts MAY BE USED FOR (1) 0.131x3.0—g—nails ON BC From 830 PLF at 4.46 to 830 PLF at 10.46 THE BOTTOM CHORD ONLY. BC From 0 PLF at 10.46 to 0 PLF at 10.46 BC From 4 PLF a t 10.46 to 4 PLF a t 11.96 Deflection meets L/360 live and L/240 total load. Creep increase factor BC *7780 LB Conc. Load at 4.46 for dead load Is 1.00. 120 mph wind, 12.01 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere PROVIDE CONNECTION FOR CONCENTRATED LOAD(S) SHOWN. In roof, CAT II, EXP B, wind TC DL-3.5 psf, wind BC DL=2.5 psf. 5X7 THE BUILDING DESIGNER SHALL EVALUATE AND APPROVE LOAD MAGNITUDES The maximum concentrated load Is 7780# AND LOCATIONS AS SHOWN ("SPECIAL LOADS"). TRUSS ENGINEER IS NOT RESPONSIBLE FOR LOAD MAGNITUDES AND LOCATIONS. 1.5 X 4 1.5 X 4 0-8-1 0-8-1 10-1-2 12X14(R) III 12X14(R) III 6X8(B3) 6X8(B3) L<t-4-0::.J 7780# L,1-4-O:J 5-2-12 —1— 5-2-12 10-5-8 Over 2 Supports R=6335 U=3350 W=3.5" R=7287 U=3854 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 QTY:1 FL/-/3/-/-/R/- Scale —.375"/Ft. —WARNINC'* TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND I BRACING. REFER T?OHI8 91 D(HANDLING ZINSTALLINGOANDWBRAC51NG),�, PUB(ISHED BYY TP I (TRUSS PLATE TC LL 20.0 PSF REF R151-25652 I E, D NOFRIO R. I SAFET PRACT I CIS PRIOR T INST X 5E3 TO S. IC I H OP E L H D TC DL 7.0 PSF DATE 02/10/03 PERFORM NG T F 11TION �LSEUSTET�OEGR�l"'CISND"ATTED. T3P CHORD'ORAL AVE PR R Y ATTAC ED I 'E' U S C SE 0 SH L TR UL_TURAL PANELS, BOTTOM CHOR 0 SHALL H AVE A P R UP ERE ATTACHED RIGID CEIL NG. Y I P DO Y 0 THIS EST 0 E TOR. ALPINE ENGINEERED IN ORIANT FUR P N T IN INSTALLATION CONTRAC D G NISH A F -ISLE ANY FAILURE T 0 B C D L 5.0 PSF DRW HC-USR151 03041166 PRODUCTS, INC. SHAt L NOT BE RESPONS FOR AN Y DEV IATION FROM THIS DESIGN: B H SE I I N I P OR L P t ILD THUS 5 N CON OR ANCE W I FAB I SH P N N ST&L L,NG A N 0 J ej U T E SU S H G H T 1; R CNTI%G' HAND IN"' N -ENG JB/MMA BIAI N F THU I T I' S' ' NFORMS WITH APPLIIIBII IR D'IS ON S NDS (NATIONAL DESIG BC LL 10.0 PSF HC ALPINE PECIF'110AT I 'D ,IIIE, H 1 41' A1I1`OAN TO"ST AND P APER A , IATI I IN�U TPI ALPIN E I E" ON 6 1 S `C ON SO TOT.L67. 42.0 PSF SEQN - 6688 NI T 0 R S ARE M OF OF 20GA AST' A653 GR4 0 GAILY, STE IT' E E A S N 0 IED A P P F Y N NECTORS TO ACH A,�, TIM, AND U'L, , TI ER I E OCATED ON TH S D"ESFI�N P III N C 0 NNECTOR S PER S 0 W ' L F I FPJA�CEOSF U ENGINIERI%c % RAWING- IFO A Z, THE SEAL ON THIS DRAWING INDI(-AT S ADD 0 PROFESSIONAL Alpinc Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE IRUSS COMPONENT DESICN SHOWN. THE SUIIABI[ITY AND USE OF THIS DUR.FAC 1.25 FROM KEN llainesCityjl, 33844 `OMP V�U AN BUILDING IS THE RESPORS!6ILITY OF THIL BUILDING DESIGNER, PER Fe R- SPACING SEE ABOVE JREF - 1S03151 Z12 FL Certificate Of��uthorjzatjon 0 567 A N�I�N EP 71 1��1 N 9 5A%��E PC TA RI TO N 2 11 �I I -A I � I I , I I I I 1 1 1 "1 - ""i (COIOI-PLAN 2057 - C4) 1HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 11.75 ft mean hgt, ASCE 7-98, CLOSED bldg, not located Bot chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC Webs 2x4 SP #3 DL=2.5 psf. :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.500' Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load Is 1.00. HANGER= SIMPSON'S HUS26 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. I.5X4 III 3 X 5-40 T 3 7-12 0-8-1 +10-1-2 j2 1.5X4 III 6X6(El) L<1-4-0::J 4-5-8 Over 2 Supports R=282 U=180 W=3.5" R-174 U=180 PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 QTY: 0 FL/-/3/-/-/R/- Scale 'WARNING TRUSSES REO U IRE E X TREME CARE IN FABRICATION, HANDLING, 'SHIPPING, INSTALLING AND BRAC�NG. REFER TO HJ8 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PIATE TC LL 20.0 PSF REF R151--25653 INST TUTE 5b3 DONDFRIO DR. MADISON 1 53719)' OR SAFET Y PRACTICES PRIOR TO TC DL 7.0 PSF DATE 02/10/03 P ERE 0 RMIN� T E F U N CTION S �LESUITET2HOEO W I SE I NDI�AWEO, TOP C NORDFSHA L L HAVE PROP E RL Y ATTACHED HES U IS 0 S I U�:TURAL PANELS, B OTTOM CHORD SHALL HAVE A P RO E ERL Y ATTAC H ED R IS ID CEI LING. _I'MPORTAN I I* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION �,ONTRAcrOR. ALPINE ENGINEERE D X ........ PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR AN Y IATION FR OM THIS DESIGN; AN y FAI LURL TO BC DL 5.0 PSF DRW HCUSR151 03041167 OU SE I OR M ANC L W I T PI OR FAXICATING. L PPING. I NST&L L INS AMO ILD THE TRUS S N CONE I ICABLE PH [N%SSKF -IGf BC LL 10.0 PSF HC-ENG JB/MMA F USS S H T R P HAND A L P I =Z4 NE BRAI N TR THI' IG NFOR S WITH A OV I NOS (NATIONAL 01, -- 82 �1'1T I ON IT....D E� TDE'AMNR'OA FMREST ANDPPLA P ER A SS OC IATSJOIC) AOND TPI. ALPINE I A E 8 H IC N 0 E S D CON N ECTORS AR MADE OF 20GA ASTM A653 GR4 C GALV. STE E L' X CEPT A NO TE APPL Y CONNECTORS 10 TOT L67. 42.0 PSF SEON 6668 EAi: I A C E 0 F TR U S, AND UNLE S OTHER I E LOCATED ON TH S L SI N�,PIIITIIN C 111EITORINPER... OF S JE, ING OF, I A I DRA IN A Z THE SEAL ON THIS DRAW INDICATES ACCEPIA 0 R SS ON I E G N W G 0 DUR.FAC. 1.25 FROM KEN �ineercd Products,Inc. RES P ONSIBILIT I OLEtY FOR THE TRUSS COMPuNE N I DESIGN 11111. 111 11�LIA%LI�EISANI'I�E'ff THIS 0RV;J'--- -W�J R E F A]PineliRtileEs City FL 33844 COMPONENT I OR ASY P Aft 11�10 I AR B 3ILDI S G 1� I H C R ESPUNS I B,L IT Y ", T HE BU OF G D IGN R. ER Feb SPACING 24.0 - IS0315:1�_Z12 FL C ificate ot'Xiathorization#567 AN��J/TPT I 19Y5 SECTION 2, (CO101-PLAN 2057 - DI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MER. Top chord 2x4 SP #2 N 120 mph wind, 21.34 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 See DWGS A12030ECO901 & GBLLETIN1001 for more requirements. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 PLATE DUR.FAC.=1.25) Shim all supports to solid bearing. TC From 54 PLF at -1.50 to 54 PLF at 0.00 TC From 154 PLF a t 0.00 to 154 PLF a t 12.33 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF a t 12.33 to 54 PLF a t 13.83 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 4 PLF at -I.SO to 4 PLF at 0.00 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 30 PLF a t 0.00 to 30 PLr at 12.33 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. BC From 4 PLF at 12.33 to 4 PLF at 13.83 Deflection meets L/360 live and L/240 total load. Creep Increase factor + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. for dead load is 1.00, BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 04w 1.5X4 III 1.5X4 III 3 x 3 21-11-9 3X3-0 + + 8 3X8.0 + 4- + 3 X 8 4k-- 20-10-3 20-8-9 1.5X4 111 1.5 X 4 111 0-4-7 4. 0-4-7 + 19-7-0 -F 2X4(Al) 2X4(Al) L<I-4-0:>L— 3-1-12 ;-J- - 3-0-0 2-8-8 L<1-4 0�J 6-2-0 6-2-0 F- 12-4-0 Over 5 Supports R=370 U=254 W=3.5" R=523 U=277 W=3.5" R=604 U=320 W=3.5,- R=548 U=290 W=3.5" R=A88 U=259 W=3.5" PLT TYP. Wave TP195 0 e s I g n Crit: TPI (STD) , FLBC 61-10 OTY: FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING-1 TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTAILING AND B RAI'�NG.,.REFER TOHIB 91 )(MANDL�JNG INSTALLINGIAND.BRACING PUBLISHfDBY TPIC,,(TRUSS,�',ATE TC L L 20.0 PSF REF R151-25654 1 83 'N I MAD I S N 1 SD7 OR PH A P I 1 1) TO L F ITT N R SU E 0% �ATFD, P CHORD'SHALSAFHTVE UPE"Ll A ,`1HT' NSI E�) OFR 0 TC DL 7.0 PSF DATE 02/10/03 PIRFUII'NG I HIS UN 0 S. 'S S I IHER S' N I A PR R T � C3 TI"TIRAI I N L, B ITT B" IH 1) HA L , IF A P R I IIRLY ATTACHED RIG I E IL I NG I p '�' I�R N I,H A 1OP"y DF' THIS D'EI�G, T D I HE IN,TA M ORTANT' LLAT�ON 101TRACTOR. ALPINE ENGiiEERED BC DL 5.0 PSF DRW HCUSR151 03041168 PRODUCTS, INC.SSHALL NOT BE,RESPONSIBLE,FOR,,ANY,,DEVIATfON FROMTHIS DESPGN;G'AN y FAIL6QE TO - I UILD T�E THUS �S I N CONFOR ANCE WI H T I R I CATING. HAND INC. � I P I N I%STA[(Iw� AND -ENG JB/MMA BRACING OF TRUSSES. FBI DESIGN CONFORMS WITH APPLICABLE PROVfS OF NOS (NATIONAL DLSIGN BC LL 10.0 PSF HC S F F, I U S �j IS P SS IT ION 1. 02 ALPINE E U T -A AN 1A ER A OITA ON)SAND TP A�P HE AME F'R I ' INEF PLC I AT IN P PIT 8 TOT.LD. 42.0 PSF SEON - 28611 S 0 PPLY �ON CONNECTORS ARE MADE (IF 206A AST M A 3 1 R4 0 1A1 'TE I EXESPTNA PNOTE A N CTOR� TO EACH FA E 0 F TR I SS, AND U NLE US U I H ER I E I 01;ATE -N TH I S I III'N CONNECTORS PER D S I P UIAI IIIINIIIIW� ot" IN � TO A Z THE SEA 0 THI� SIAWIII 1�1 CAIII A'IIEP'A�CEUSF Alpine Engineered Products,In R L N ' AND B U, DUR FAC. 1.25 FROM KEN C. RE��PONGSIBILGITY SOLELY FOR THE TRUSS 1',O'MPFNlNT EES�GN IHII�'. Iff StJIT'AH'IL111 SE OF T s 0R%'0***' HqinesCi1y,FL 33844 COMPONENT IF DR9AN,,PART NICUt AR IS THE RISPONS!21�1t� Of THE BUILDING DESIGNER, PtR eb SPACING SEE ABOVEJ JREF - 1SO3151 Z12 I P 9 , , — I FL Certificate of Authorization#567 AN, /T I , C.TIG 2. (CO101-PLAN 2057 - EI) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 22.61 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 See DWGS A12030ECO901 & GBLLETINIOO1 for more requirements. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1,25) Deflection meets L/360 live and L/240 total load. Creep increase factor TC From 54 PLF at -1.50 to 54 PLF at 6.02 for dead load is 1.00, TC From IS4 PLF at 6.02 to 154 PLF at 20.00 TC From 54 PLF at 20.00 to 54 PLF at 21.50 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at -1.50 to 4 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 30 PLF at 0.00 to 30 PLF at 20.00 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 4 PLF at 20.00 to 4 PLF at 21.50 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. Deflection meets L/360 I I ve and L/240 total load. Creep Increase factor + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. for dead load Is 1.00. 8X8=— BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. Mo 5X9(R) \\\ 8 F- + 3 3X8o 6X6= 3 X 3 0-4-7 5+ 5 1 0-4-7 + 4 n n + + +19-7-0 2 (Al) 8X8� 2X4(Al) L-21 I Gli L_I-4-O_j 10-0-0 10-0-0 6-2-0 5-10-8 7-11-8 20-0-0 Over 2 Supports R-468 U-351 W-3.5" R-2792 U-1472 W-7-11-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.i 0 OTY: FL/-/3/-/-/R/- Scale —.3125"/Ft. "WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSThLtl%r ANHO BRACING. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TP I (TRUSS PLATE TC LL 20.0 PSF REF R151--25655 JN�Tj E, 0 NOFRIO 0 R. S U1 T 2 Q0, MAD I S 0 N' WE 5 31 1;�� FOR SAFET Y PRACTICES PR I OR �O 'Oft 7.0 PSF DATE 02/10/03 U S� SS I I D OFF L PERFO RMI NG T FES E F NCTION UNLE 0 T4ER W I N 'CATED, I UP CHORD 'H ALL HAVE 11 R I ATTAChtD T C D L STRUCT RAIL P I S TOM CH 0 SMALL B AVE A ,RFIERIY ATTA AID IIII E" C' C C I .A�11 TURBOT IS EST N —IMPORTANT A C11 OF I TO THE INST FAII01 CONTRACTOR. ALPINE ENGIN 8 C D L 5.0 PSF DRW HCUSR151 03041169 Y L S S, NTT BE 'ESPONS'BLEDFOR' ANY DEVIATION FROM THE DESIGN: ANY FAILURFE�"Ito PROOUCT INC. SHALL 0 R I BUILD THE TRUSSES IN C ONFORMANCE WITH TPI; G, HANDLING, SHIPPING, tNSTALLIRF !."'D -ENG JB/MMA BRAC�NGCOFITRU S SES. TO IS D E SIGN I OR MS IT H APPLPICABLSSPROVISION S OF NOS (NATIONAL DESICN z BC LL 10.0 PSF HC C— ALPINE SPECE,F:IOAT ON P UBLISHID BY THE AME�C'O�AN FUREWST AN 0 PA ER A OC IAT I ON) AND TP I AL D 42.0 PSF SEON - 28621 CON T R' ARE MADE Of 20GA ASTM A653 GR40 G A-V S TEEL, E X CEPT AS NOTE I). AD P L Y C'01NNECTORS T� TOT L C 0 TRUSS S I Oj�Al C S I POSITION CONNECTORS PER EACH FA I F AND UNLE S OTHER SE TED N T I DES GN W � 16 IN I E A (![I, A V P V I K DRA INGS 0 A Z. THE SEA� ON TH1W DRAW' G ND'ICAT S C I 4CE 0 Ro ESS ONAL E GINEERING Alpine Engineered Products,Inc. RE'PON S 1B I[I TY SOL L Y FOR I HE TRUSS COMPONE NT OF',I ON SHOWN. THE CUITABILTI) AND USE OF Hl� ....... D U R FAC. 1.25 =FROM KEN 'U�AR BUILDING i� LRE RESPONStBILIly OF THE BUILDINr DESIGNER, PER IbiiiesCity FL 33PA4 COMPONENT fUR AN) PkRTI,- F SPACING SEE ABOVEJ JREF - IS03151 FL Certificate of Xudiorization#567 AN�]/TPI 1 199!, SECTION 2, —Z12 (CO101-PLAN 2057 - E2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 22.79 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. 5X7 (R) III 1.5X4 III I.5X4 8 F- 6X8� 0-4-7 5 5 1 0-4-7 5X5 19-7-0 2 (Al) o 2X4(Al) so L_1-4-0 10-0-0 10-0-0 6-2-0 5-10-8 7-11-8 20-0-0 Over 2 Supports :;;P R-922 U=527 W-3.5" R-922 U-528 W-3.5" PLT TYP. Wave TP195 D e s i g n Crit: TPI (STD) , FI-BC 6.10 QTY: FL/-/3/-/-/R/- Scale =.3125"/Ft... '*WARNING*- TRUSSE REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. OFF E R TO FIR 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151-25656 I HSI . SUITE D I AFET Y PRA TICES PRIOR TO 7.0 PSF DATE 02/10/03 FUNCTION . U 20ELIMSE �SNCEINIC'AWTED, ST307PI9CH0-RDFORALS P 11UTE- �LESS OTH L HAVE PR(O;PERLY ATTACHED TC DL ERFORMING I S UCTURAL ES S L _TIR PANEL . BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. PnRTANT— FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED P oDu NET BE DESICN B C DL 5.0 PSF DRW HCUSR151 (33041170 R S' INC. 11AIL RESPONSIBLE FOR ANY DEVIATION FROM THIS ; AN Y FAILLRE TO " I M E IF " ON ", I T IP I EUILD THE IRUS S N CON OR ANG W _ I NSTALLLNG AND F R SS S HAND P NAL IN t -ENG JB/MMA BRACING 0 T U E T[I I IG C%TOR;S WITH ARPCATING PNU'IING'S'SK I F 'ON (NAT 10 "S 'D BC LL 10.0 PSF HC E DES N 0 F M P SPECIE C IT N PU LIS ALPINE 'RED By PIA11 P, T E AMERI AN F REST AND 1A ER ASSOC AT I ON) AND Tl�. Al NE A 0 6 H C 0 E X PTI SEQN 28623 1 3 F CE 0 EC TOT-1-0. 42.0 PSF CONNECTORS ARE MADE OF ?OGA ASTM A65 GR40 GALV, ST E AS NOTE APPLY CONN TORI TO OF EACH FACE OF 1RUSS, AND UNLESS UTHE RWISE LOCATED ON THIS DESIGN, POSITION CONNECTOR S P ER Cx- DRAWT N IS I A I F E A L U N IMI A 1 1) A I A E IAN CE 0 F V NO L ESS I 04A� ENGINEERING DUR.FAC. I.25 FROM KEN a �O Y IT U S P HE UJI IT Y US H Alpine Engineered Products,Inc. RESPON'I ILITI SOLE[ FOR�THF TR S IODINPOWNIEMNCI U�S�(IfS�HOWCIC I A` IT AN 0 E OL I IS I N AN PARJiLUiA ULI L IN THE RE�PL, , StBItt C Hanws City,FL 33844 CuMFOht ST 0 Y R I D G I.N N Ty OF THE BUILDIN, 0 ES FINER, PER Fe t� SPACING 24.0 JREF ISO FL Certificate ofAuthorization#567 ANSI/IFI 1 1995 �ECTION 2, (CO101-PLAN 205� - E3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 22.79 ft mean hgt, ASCE 7-98, CLOSED bldg, not located BOt chord 2x4 SP #2 N within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=3.5 psf, wind BC Webs 20 SP #3 DL=2.5 psf. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead I oad 1 s 1.00. 4X4m 1 5 X 4 111 5X4 III 8 F— 8 0-4-7 0-4-7 –F 3X5 3X5 –F +19-7-0 2 X4(A 1 2X4(Al) m L_1-4-0�_ 1-4-0 j L– 10-0-0 10-0-0 I< 20-0-0 Over 2 Supports R=922 U=530 W=3.5" R=922 U-530 W-3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 QTY:6 FL/-/3/-/-/R/- Scale –.3125"/Ft. **WARN ING TRUSSES RED 0 IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN,TALLING AND TC LL 20.0 PSF --25657 B I RUS R�CING. REFER TO HIB 91 (HANDLING NSTAILLING AND BRACING). PUBLISHED BY TPI (I 'S PLATE REF R151 IN "�T.TUTF, 11�1IFUIUIRIB'DR. IITET200 MA 1 53719) FOR SAFET Y PRACT!NLES PRICR TO , E ON - S '�N"DN��AWTEI, TO P CH�RD -H ALL HAVE PROPf Y ATTACHED TC DL 7.0 PSF DATE 02/10/03 F RM I , 'M UNCT I ON C E SS 0 HER W I SE b STRH I TURAL PAN F E S, BOTT OM I H OR D SHA L E HAVE A P R 0 PER L Y ATTA CH ED RIGI D C El LING ...... S SI S I IORTANT�� FUR 'H ABIO" OF THE E GN TO THE IN TALLAT ON CONTRACTOR, ALP!NE ENG'11'EIREO BC OL 5.0 PSF ODUCT NTT 11PONSIBLEDFOR AN 10 N FEE S SIGN AN� DRW HCUSR151 03041171 I I- RE TO OR INI. IMALI E R y DEV[AT OR TH OF F B 0 ED T SE TRUSSES IN CONFO MANCE WITH TPI: OR FABRICATE N , HANDLING, SO P P I�G, STA�LIE[NG AND 4 IR -ENG JB/MMA OVISI I S ALPINE BRAIC NG`OF TRUSSES. TH ,DESIGN CONFORMSWITH,APPLICABUE PR NS OF1 NOS (NAI�TIIINA DE TIN BC LL 10.0 PSF HC �P E I�FICATION PUBLISHED By H E AM EN ICA N I OR ST A 0 PAPER A SS OCIATIONO) AND TEE AL P'N E CONNECTORS ARE MADE OF ?OGA ASTM A653 GR40 GALV. SfLEL, EXCEPT AS NOTED. APPLY COR,,tCTUR.S To TOT.L D 42.0 PSF SEQN - 28625 EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS D�SIGN, POSITIONCONNECTORS PtR IL i-- I I E E 0 1 1 0 A F A , 'E In' A [)RAW NGS 60 .4 1. TH I AL N IH - DRAWING N 1� T S C-EPTAN 0 PRO ESSIDN4L Alpine Engineered PrMucts,Inc. RESPONSIBfLIT SOLEL Y FOR THF IRUS CUMPONFNI DES IGN SHOWN. I SU�TABILIrE�SANOEUS E 0' ]HIS . ....... DUR FAC. 1.25 FROM KEN 31844 F f P AR ICO I AR B L I I I f::E LD Feb - IS03151 Z12 Haines Citv FL . ,'0111111"T OR A" I HE DINC IS 1HE RtSPONS B L TY OF L B U IN 1 0 1 IN R PER FL CertifiCate ofXuthorlz4fion#567 1 'N�"TE' I E911 SE C T I ON 2. SPACING 24.0 JREF (CO1OI-PLAN 2057 - FI) THIS DWG PR E PARED FROM COMPUTER INPUT (TOADS DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.56 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x6 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 :W4, W6 2x6 SP #2 N: See DWGS A12030ECO901 & GBLLETINIDOI for more requirements. SPECIAL LOADS ------(LUMBER DUR.FAC.=i.25 / PLATE DUR.FAC.=1.25) Deflection meets L/360 live and L1240 total load. Creep increase factor TC From 54 PLF at -1.50 to 54 PLF at 10.00 for dead load is 1.00. TC From 154 PEE at 10.00 to 154 PEE at 2S.26 TC From 54 PLF at 25.26 to 54 PLF at 27.16 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND BC From 4 PLF at -1.50 to 4 PLF at 0.00 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 30 PLF at 0.00 to 30 PLF at 25.67 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 4 PLF at 25.67 to 4 PLF at 27.16 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 4X4 3X30 5 X 9 R 6XIO(R) \\\ 8 1- 5X9(R) --1 8 3 X 5X9(R) W4 3X5 3X30 3 X 3 W6 0-4-7 0-4-7 A A 19-7-0 3X5- + 3X8(Bl) ur±L2.J Q—i�o 1— 12-10-0 12-10-0 -iE 25-8-0 Over 2 Supports R=1631 U=815 W=3.5" R-2215 U=1107 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TP195 - Design Crit: TPI (STD) , FLBC 6.10 OTY: FL/-/ /-/-/R/- Scale =.25"/Ft. —WARNING TRUSSES REQUIRE EXTR EME CARE IN FABRICATION, HANDLING, SHIPPING INSTALLING AND 0 RAC�NG.,,RE I ER TO HIM 91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE TC LL 20.0 PSF REF R151--25658 I TOT 5 83 D.ONSFRIO DR , SOL TV 2 0 0. MA I�IJN 53719�- AFETY PRACTICES PRIOR TO 7.0 PSF DATE 02flOI03 NST ERW I SED I NDI,�A'TEB, TOP C H ORDFOSRHASLL HA VE PROP E R LY ATTACHED TC DL rERFORMINC THESE FUNCTIONS. UNLESS OTH /105-10"=. T TR UCIURAL F�A EL' BOTTOM CHORD SHALL HAVE A PROPERTY ATTACHED RIG If) CE IL IN(i. 01 PO R 0 HI, *IM RTANT' F� Nl� A COPY F I E I I TO TH E I NSTAL L AT I I GONTRAC 1 OR. AL ENGINEERED BC DL 5.0 PSF DRW HCUSR151 0304117? H G 0 PINE PROD UC I S. INC. SHAL I NO 1 8 E RE SP U I I FILE F 0 R A NY DEV I ATION FR 0 M TH I S D E I 1 11 ANY FA.LURE To 0 0 M B 4 LI , , , �', I , I BUIL THE TRUSSES IN GONE R ANCE WITH IPI; OR FA RICATING, "A 0 %1 "1 P III LL NG AND BC LL 10.0 PSF HC-ENG JB/MMA BRACING OF TRUSSES. THI S ESIG I CONFORMS WITH APPLICABLE PROVI SIONS OF NDS (NATIONA L DESIGN ALPINE �P[(IF C_AT I�`H PUBLI SUED B Y TDE AMCN IIA I FOR I A 4' P A P IR AS S BIT A I'ON) A I D TI 1. AL P 111 28648 :ONNFCTURS ARE MA E OF 2 0 GA AST M Al,3 'R,0 1AL1, ST,EL, ,XC I PT AS NOTED. APPL, C,NNE,I ON, To Of TOT.L 0 42.0 PSF SEON H ': 0 E S J,F � I EA1 FA I F TR �, AND IF TITER LT,:ATLD ON THI S DE S IIN,,POSITIDN,CONNECTORS,P[,,,,R TE Alpine Engineered Products,Inc. DRA R ING, I'D A �1" THEUSFA�[ 00 THIW DRAW I NG I I I,ICAT E S ACI-1 PTA , 0 PRO ESS I DIAL I G I%G OUR FAC. 1.2 5 FROM KEN FRESILISIBILIT SOLE�Y FOR THE IRUSS COMPONENT DESIGN SHOWN. THE SU�TABNILIJESAND USEPOF T H IS -& . ......... Haines City,Fl, 13844 CU'PONE I F OR A f PA Tj �AN BUIL D INi, IS Ili� R ESP LIS I B I ti I Y OF I L UU LOT G D IGNER, LR Feb SPACING SEE ABOVE JREF IS03151 FL Certificate ofAuthorization#567 ANMTPITI 1915NSELrRllN`2U. —Z12 (CO101-PLAN 2057 - F2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.37 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2X4 SP #3 :W2, W3 2X4 SP #2 N: Roof overhang supports 2.00 psf soffit load. Deflection meets L/360 live and L1240 total load, Creep increase factor for dead load is 1.00. 4X4m 1.5 X 4 1 5 X 4 8 r- 8 W2 0-4-7 0-4-7 19-7-0 T 3 X 5 5X5m T 3X5(BI) 3X5(Bl) L--2-5-0-:;-J L-2-5-0-:i-J 12-10-0 12-10-0 25-8-0 Over 2 Supports R=1223 U=686 W=3.5" R=1223 U-686 W-3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FLBC 6.10 OTY: FL/-/3/-/-/R/- Scale =.25"/Ft. —WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RASING. REFER TO HIB 91 (HANDL;NG 2INSTALLINGOANDWBRAC PUBLISHED,BY TP I (TRUSSIPRIATE T C L L 20.0 PSF REF R151-25659 I TOT E. 5 ON D U 1 "'16) FOR SAE I Y IRA B I N STO 83 D� OFRIO R S TE 10. MAI ' N. I ..I CTI"' PI TO T C D L 7.0 PSF DATE 02/10/03 PERT RM I NG TH ES E FUNCT I ON S ON LE'S 0 TtIERW I SE III TC ATID. T OP HOUR D SHALL I A" PROPERLY ALLAH"ED STR UC TURAL PANEL S- BOTT OM CH OR D SHA L L H AV E A PROPERLY ATTA C LED R IG ID C E LIT I NG, F U R N I S H A CO I Y OF THI S D ESI GN 1 0 1 HE INSTA L LATION CONTRACTOR: ALPINE ENGUIN�-RED IFV, BC DL 5.0 PSF DRW HCUSR151 03041173 PROOU�TS. INC. SHALL NOT BE RESPONSIBL I FOR AN Y DEVIAT 1 0 N FROM T HI S DESIGN, A NY FAIL RE TO S BUILD THE TRUSSF_ IN CONFORMANCE WITH TPI; OR FAHRICAIING, HANOL I NO, SH IP P I N G, I NSTALLING AND BRACING OF TRU,�SE IH SIGN ��l�FOIIS,�ITI'AIPPLPICABLSESPROVISION F NDS (NATPIONAL DESICN F H -E NG ALPINE IF E I IS " IN S 0 No. BC LL 10.0 PS —C JB/MMA -A FOR �T'A D,,A E%A IATION) STE` I AT ON UB L I SIED 8 1 1 H I A M I I `C AND TPI AL I F TOT.LD. 42.0 PSF SEQN - 28652 CO N NECT U RS AR E MADE OF 2 CA AST A653 GR4 G I S EL. ICEIT AS NOTED A I PL Y CONNECTORS T� OF F A U I U S S I TO , 'S' N I , "'C' vf-1 . 74 EA I S JeF TR US , AND U NILE S 0 TITER N SE LOCATE U 0 N 1 0 C ' OS ITI 0 N U OHS PER -�'F - 'j Rjlo�'. DRAWING 0 A Z. THE SEAL ON THI� DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENG INEERING . /j Alpine Engineered Products,Inc. RESPOHSIBhlil Saal �OR 'HE TRU,s f,)M?C$HENI DISIGN SIOWN. iE� SJITAfTLITY AND �SE & I�ils ........ DUR.FAC. 1.25 FROM KEN Haines City,FL 33844 COMPONENT FOR AN� PARTICUIAR BUILDING IS THE RESPONSIBILIT� OF THE BUILDING U[SIGNER, PER F REF - 1S03151 L FL Certificate ofAuthorization#567 AN�I/TPI 1 )995 bE(:TII,N 2. SPACING 2 4.0 1 Z12 (CO101-PLAN 2057 - F3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 23.73 ft mean hgt, ASCE 7-98 CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT 11, EXP B, wind TC DL=3.5 psf' wind BC DL=2.5 psf. Webs 2x4 SP #3 Filler 2x4 SP #2 N Calculated horizontal deflection is 0.44" due to live load and 0.18" due to dead load. See DWGS TCFILLER0699 and BCFILLER0699 for filler details. Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace 8C Deflection meets L/360 live and L/240 total load. Creep increase factor above filler at 24" OC. for dead load Is 1.00, 4X4(R) III 3 X 5-o* 3 X 5 8 r— b 6X6� 5 5 0-4-7 2 X 4 0-4-7 T 3 (A5R) U 3X5(A5R) T +19-7-0 �-O 13-7-0 12-1-0 12-10-0 —12-10-0 25-8-0 Over 2 Supports R=1160 U=621 W=3.5" R=1160 U=612 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TPI95 .—Design Crit:_ TPI (STD) , FLBC 6.10 QTY:2 FL/-/3/-/-/R/- Scale —.25"/Ft —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL I NO AND REF R151-25660 8 RAC I NG REFER TO HIB 91 (HANDL G AND BRACING). PUBLISHED BY TPI (TRUSS PLATE TC L L 20.0 PSF 1 5 B DING INSTALLIN INST TUTE 83 D' NOFRIO DR., S TE 200, MAD I S 0 N, WE 5 37 1 9). TO R SAFETY PRACTICES PRIOP T 0 PERT 0 RO NG TH UC I ESE SFUNCTIONS UNL ESS OTHERWISE INDICATED TOP CHOR 0 SHALL HAVE PROPERLY ATTAUHED TC DL 7.0 PSF DATE 02/10/03 SIR TURAL PANEL BOTTOM CHORD SHA H AV E A P RO P ERL Y �TTA h ED RIG I FIT ING. _IMP F 0 OF LL S ESI E S I N IRIANT� 6R"1H A C TEL ` GN TO I H IN TALLAT 0 CDONCRACTOR: ALPYINE ENGINF'RED OCT , I B 0 S S N I U B C D L 5.0 PSF DR14 HCUSR151 03041174 NO E NY D ION FR M I IGN, A A IF RE TO IV S G NO PROD INC. SHALL EIPUNIIBIE FOR A EVIAT TO OF F BUIL THE TRUSSES IN C N�o RMANCF WITH TPI; OR A B ICAI IN H ANDIF ING SO IP PING, INSTALL IN J -ENG D ` I F B P 0 ISI NS OF N D E S1 C N BC LL 10.0 PSF HC JB/MMA BRAC NG OF TRUSSES. TH ESIGN CONFORMS WITH A PLICABIL R V 0 D (NATIONAL ALPINE SPEC41CATION PUBLISHE YSTDH AMERICAN FOREST ANOPPAPER ASSOCIATION) AND TPL. ALPINE F E 5 TV E CONNECTIRI AR HAD OF 2 CA AST A IR4U 1A STEEL, X111T AS N.TED Y CONNECTORS TO TOT.L D 42.0 PSF SEON - 28658 7� L U , U U S ' ' 'I , 0 1 , , I APPL S P lit. I of IAIH FAC F TRUSS A N U NILE S U T HE R W S L CA D ON THIS DES G ' OSI 10 N CONNECTOR ER 't. DRAWING, 160 A Z THE SEAL ON THIS DR A W I NG I N OF CATES ACCE P TANCE OF PROFESSIONAL ENGINEER I NG F Alpine Engineered Products,Inc. RLSPUN�IBILI T� �OL�L Y F0R'THF8UTR US" CUM PONHENT Dt�SIGNISHOWN. THE SO ILII� A NO USL OF I H IS ....... 1 .25 FROM KEN F V I S E I OL E U IIABN IS P Haines City,FL 33844 :0MN1ENT OR ANY ART CU AR ILDING I T RES UNS BIL TY IF 8 Df G D IGNER, ER -L' FL Certificate ofAuthorization#567 ANIjTPI 1 1995 IECTION 2 SPACING 24.0" JREF - ISO315IZI�2j (CO101-PLAN 2057 - F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2X4 SP #2 IN 120 mph wind, 23.73 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 Calculated horizontal deflection is 0.44" due to live load and 0.18" due Deflection meets L/360 live and L1240 total load. Creep Increase factor to dead load. for dead load is 1.00. 4X4(R) III 3 x 5 41 3 X 5 8 r— --1 8 6X6 5 5 1 0-4-7 1.5 X 4 111 1.5 X 4 111 0-4-7 ? —L T 3 (A5R) 3X5(A5R) T +19-7-0 11 4 01 12-10-0 12-10-0 25-8-0 Over 2 Supports R=1160 U=615 W-3.5" R=1160 U=615 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) , FL8C 6.10 QTY FL/-/3/-/-/R/- Scale =.25"/Ft. TRUSSES REO U IRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INS TALL"' A" TC L L 20.0 PSF B RA�,;NG. RIFE R TO HIB 91 (HANDLING INSTA I IT I NG AND BRACING), PUBLISHED BY TPI 'INUIS IIAII REF R151-25661 IN ST TUTE 563 D ONOFRIO DR SUIT F - MAD�SON- I 537P19H' I OR SAFETYEPPACTEICES PRIUR TO P E 0 ' H F N r ION S -�L ES, T'H'ERR I IF NET I 1AWED. III I OR D HALL Al HOP R Y ATTACHED TC DL 7.0 PSF DATE 02/10/03 RI 111111 1 "E U U 0 I U, R H IN TR T AL PANELS IOTT014 CHORD SHA L AV A R I ATTA E IGID C I _1 P N S D PIN NGINEERED BC DL 5.0 PSF DRW HCLJSR151 03041175 Y S EST S L PITA T� FUR H A P OF THE ON T 0 THE IN TA LATION CONTRACTOR AL E ODUCT N 0 VRM INC. SHALLiNOT BE� RESPONSIBLEDFOR AN DEVIAT N FROM TH IS OF S IGN A Y FE I U E y I A L R TO HU I C NFOR MA G N LITING ART) J HC-ENG JB/MMA A D CONFORMS WITH A DE IGN i ALPINE IC 0 E N , H SHIP P I , I* BC LL 10.0 PSF H� TRUSSES IN NCE WITH TPI; OR FABRICATIN ANDLING, G INSrA BR f�.DN OF TRUSSES. TH I APPLICA 8 E PROVISIONS OF NOS INAIION L _P E �FCICA710N PUBLISHED BY'THESAICERICA N FOR E ST AND PAPER ASSOCIATION) AND IPI. ALPINE 'ONN HECTORSOAR I MA�E OF 20GA AST M A6531GR40013ALV- STEEL.SEXCEPTNASPNOTED ANNIT Y CONNECTORS TO TOT L D 42.0 PSF SEON - 28655 AC FACE TR IT E THERW SE CAT E ON I H DES I , I LION C 0 E TOR ER ' �' AN UNI " 0 0 1 G OS C S RA GE 110 A Z. THE CEAL ON T IS DRAW NO NDICAT S ACCE TANCE (,I PRUFESSIONAL INS NEERING Alpine Engineered Products,Inc. DUR FAC. 1.25 FROM KEN RESPONSIBILIT Y SOLELY F OR THE TRESS COMPONENT OF SIGN SHOWN. �tHil: SU�LTAB IL I LEE AND USEPOF [HIS Haines City,Fl, 33844 1�11�,PIN,11T,F OR AN' P A RIO`U L AR BC I LET N G IS I H E RESPf.NS I B I LITY L F F B D IN G 0�S IGN E R, E R Feb SPACING 24.0 JREF - 1S03151 Z12 Fl,Certificate ofAuthorization#567 N I�T 1 1911 �11 I�11N 2 (COIOI-PLAN 2057 - F5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2X4 SP #2 N 120 mph wind, 23.56 ft mean hgt, ASCE 7-98, CLOSED bldg, Located anywhere Bot chord 2x4 SP #2 N in roof, CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=2.5 psf. Webs 2x4 SP #3 SPECIAL LOADS See DWGS A12030ECO901 & GBLLETIN1001 for more requirements. ------(LUMBER DUR.FAC.=1.25 / PLATE DUR.FAC.=1.25) Shim all supports to solid bearing. TC From 54 PLF at -1.50 to 54 PLF at 0.00 TC From 154 PLF a t 0.00 to 154 PLF a t 25.67 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF ROOF AND TC From 54 PLF at 25.67 to 54 PLF at 27.16 CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, SUPPORTING SHEAR WALLS. BC From 4 PLF a t -1.50 to 4 PLF a t 0.00 SHEAR WALLS MUST PROVIDE CONTINUOUS LATERAL RESTRAINT TO GABLE END. BC From 30 PLF a t 0.00 to 30 PLF a t 25.67 ALL CONNECTIONS TO BE DESIGNED BY THE BUILDING DESIGNER, BC From 4 PLF at 25.67 to 4 PLF at 27.16 4X4 Deflection meets L/240 live and L/180 total load. Creep increase factor + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. for dead load is 1.00. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 8 F- + 24 2 3 '10-14 3X3# + 5X7 (R) 111 3 X 8-4-k, 23 2-1 22 7-14 3X8,p + 5 + 3 X 3-k-, J�- 21-11-9 5 + 21-4-14 0-4-7 + 0-4- 20-8-9 ? + -L 20-1-14 T T J19-7-0 2 (A 1 2X4(Al) 11-4-01� 3-1-12--;;-�3-0-0 -1- 3-0-0 �J- 3-0-0--J-2-8-8---J,3-0-0 -1- 3-0-0 3-0-0--J LL;±�O 12-10-0 12-10-0 25-8-0 Over 10 Supports R=445 U=222 W=3.5" R=640 U=320 W=3.5" R=610 U=305 W=3.5" R-434 U=217 W=3.5" R=430 U=216 W=3.5" R=365 U=182 W=3.5" R=510 U-320 W=3.5" R=606 U=303 W=3.5" R=731 U=365 W=3.5" R=115 U=180 W=3.5" Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TP195 ---D e s i g n Crit: TPI (STD) , _FLBC 6.10 0 T Y I FL/-/3/-/-/R/- Scale =.25"/Ft. TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, IN(STALIF I NG AND REF R151-25662 EJRAC�TNG REFER TOOHIB 91 (HANDL�NG INSTALLINGOANDWBRAC51NG), PUBLISHED BY TPI TRUSS IIIATE T C L L 20.0 PSF I NIT UTE. 583 D' NDFRIO DR. S I E �,IAIII,l- 1 31, ;). 1A1"' 11AI1E11L,1 IR�,Al TO P E HE OR ME NG I RES E F U N CTION I. H�LE SS 'T200 IF I' I'ATIO, T D 1HORD"S'HAI-1- HAIE PROP R 1�. 1110 T C D L 7.0 PSF DATE 02/10/03 P N LS 6 IR UR '�E ' OTTOM OY L AESIA RD E A ED IN PORTANT F RN A CO OF THIS D GN I THE INSTALLATION CONTRACTOR ALPINE EN1,1NEERED HCUSR15I 03041176 BC DL 5.0 PSF DRW Y I I S : Y '6 C �T INC. SHULLINI"IT BE ESPONSIBLE FOR A DEVIAT ON FROM IN DE 11%G�A FAI R TO �T OCT AL CH RD SHI L H 11 P OR RLI ATT LIED R E" PROMDUI S. N B U TIED THE TRUSSE S IN CO NF ORMANCE WITH TPI: OR FABRICATING. HANDLING, SHE P I INSTALLING AND BRACING OF TRUSSES. THE DESIG CONFORMS WITH APPLICABLE PROV OF NOS S N ISIONS (NATIONAL IJFSIGN BC LL 10.0 PSF HC-ENG JB/MMA ALPINE P I F C AT I ON P U BLI SEED Y H E A '.AN FOR E ST A P A P ER A SS OCIAT () ND TP AL ENE I S EC 1 0 E M 1 8 T M ER I I V N` F I N) A . Y P TOT.L.D. 42.0 PSF SEQN - 28671 ONNECT RS AR AD OF 2 C GA AST M A653 GR40 A L IT IL EXCEPT AS NOTED APPIF CONNECTUPS To CA C F A C 1 0 F TR U AND NLE I THFR I E L OC ATED n N I B,, D FEE G N' P USE TI 0 N C UNNECTORS PER Olt I H IS U 1 0 W DR A W I G 160 A 2. THE SEAL ON IHI DRAWING N ICATES ACCEPTANCE OF PROFESSIONAL ENGINEER, Alpine Engineered Products,Inc. RESPUNSIBILIIY SOLE1Y FOR THE TRUSS I�OMPONENT DESIGN SHOWN. THE SUITAB[IITY AND USE OF Tfi,,,� OR% DLIR.FAC. 1.25 FROM KEN Haines City,FL 33844 COMPONENT FOR ANY PARIICUtAR BUILDINC, IS IHE RESPONSIBILITY OF THE BUIIDING DESIGNER, PER FL Certificate ofAuthorization#567 AN IF/TP I 1 1995 SECT I ON 2 SPACING SEE ABOVE JREF - ISO3151Z12 ASCE 7-98: 120 MPH WIND SPEED, 15' MEAN HEIGHT, ENCLOSED, 1 1.00, EXPOSURE C 2X4 BRACE (1) IX4 "L" BRACE (1) 2X4 'I." BRACE *"121W2X4,."L",B ACE ** (1) 2X6 1" BRACE * (2) 2X6 "L" BRACE ZG,ABLE VERTICAL " R GABLE VERTICAL NO Up SPACING SPECIES GRADE BRACES GROUP A I GROUP BIGROUP A GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A GROUP B 0 E_ #1 S 2 3' 7" 6' 7' 4 8' 9" 9 0 11' 7" 11' it" 13' 9" 14' 0" BRACING GROUP SPECIES AND GRADES: 7,1 C-� SPF "#'3 11 2 8' 9" 8 9" 11' 1" it' 1 13' 9" 13' 9" 7, 1 1.. 9 e I ill V GROUP A; STU 4 0 4 .( 1 '77 1 a' 9" 6 9" it* 1" 13' 9" 13' 9" 4� 0 HF STANDARD 1 3' 6 4 7 4 7 6 1 6' 1 8' 2" 8' 2" 9, 6" 12, 11" 12' 11 SPRUCE-PINE-FIR HEM-FIR #1 3' it" 6' 3" 6 8 7' 4" 7 1 8. 91, 13, 91, 141 / *2 1 STANDARD] 4#32 1 STU I loll it" 9' 6" 11' 7" 12 6" 14' 0" #3 STUD STA nAwn S P #2 3 6 3" 6 8 7' 4" 7' 11" 8 9 9' 6" 11' 7" 12' 6" 13' 9" 14' 0" #3 3' 8" 5' 6" 5 6 7' 4" 7' 4" 8' 9" 3" 11' 5" 11' 5" 13' 9" T4-7-0_' DOUGLAS FIR-LARCH SOU`fHERN PINE <I1 CQ DFL STUD 3' 8" 5' 6" 5- 6" 7. 31. 7' 3" 81 91, 9' 3" 11' 3" it. 31, 1 #3 I STUD I I STUD IT 9" 0" STANDARD 3' 7" 4' 9 4' 9" 6' 3" 6' 3" 8' 5" 8' 6" 9' 9" 13' 2" 13' 2" [7STAND=ARD STANDARD #1 / #2 4 1,, '?, 1 7' 4" 1 8' 5" a, 8 to' 1'. 10' 4" 13' 3" 13' 7" 14' 0" 14' 0" E- SPF #3 4 C 6' 7" 6 7 8' 5" 8' 5 to' I to' 1 13' 3" 13' 3" 14' 0" 14' 0" STUD 4 0" 6 7" 7 6 5' El' 5" to' I" to' 1 13' 3" 1 13' 3" 14' 0" 14' 0" 1 GROUP B HF STANDARD 4 0" 5 6" 5 8" 7' 6" 7' 6" 10' 1" 10' 1 11' a" 11' 8" 14' 0" 14' 0" > #1 4' 6" 7' 1 7' 13" 8' 5" 9' 1" 10' 1" 10' 10" 13' 3" 14' 0" 14' 0" 14' 0" HEM-FIR s P #2 _4' 5" 7' 1 7' 8" 8' 5" 9' 1 10' 1" to' lw� 13' 3" 14' 0" 14' 0" 14' 0" #1.& BTR_ F #3 V 3" 6' 9" 6' 9" 8' 5" 81 11 to' 1" 10' 7" 13' 3" 13' 11 14' 0" 14' 0" DFL __!H U—D _4' 3" 6 1 9" 6 1 9.. 8' 5" 13, to" to, 11. to' ?" 13' 3" 13' 9" 14' 0" 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH STANDARD 4- 1 5' 10" 5' 10" 7' B" 7' 8" to' 1" 10' 3" 11' 11" it' it" 14' 011 14' 0" it. V, .#I / #2 4' 7" 7' 10" 8' 1" 91 3.1 9' 6" 11' 5" 14' 0" 14' 0" 14' 0" 14' 0" F 12 SPF #3 4' 5" 7' 8" 7' 8" 9 1 3.. 91 3 11 If 1.1 11' 1" 14' 0" 14' 0" 14' 0" 14' 0" 1 9' 3" 9. 3 it' I" it,—i" _T4'o 14' 0" 14' 0" 14' 0" STUD 4 5" 7' 7" 7 C) HF STANDARD 4 5 11 6' ""_ 6' 7" B. 811 B. a if' I 111 11. 13- 5" 13' 51, 14' 0" 14' 0" GABLE TRUSS DETAIL NOTES: #1 5'_0" 7' 10" _8' 5" 9' 3" to' 0 11, 1 it' it" 14' 0" 14' 0" 14' 0" 14' 0" sp #2 4' Ia.. 7. loll a, 51, 91 31, 10' 0" 11' 11" 14' 0" 14' 0" 14' 0" 14' 0" LIVE LOAD DEFLECTION CRITERIA IS L/240. CQ # 7' 10" _9' 3" 9. 91, It' 1 it' 8" 14' 0' 14' 0" 14' 0" 14' 0 1. PROVIDE UPLIFT CONNECTIONS FOR 105 PLF OVER -4 DFL STUD 4' 8" 1 7' 9" r 1 9, 9" 1 11, 1" 1 11, 8 14' 0" 14' 0" 14' 0" ---1-4-7_0" CONTINUOUS BEARING (5 PSY TC DEAD LOAD). 101, 8. 101, 1 [STANDARD 4- 7" 1 6' 8" 6' 8" 1 8' 11' 1 1 11' 5" 1 13' 9" 13' 9" 14' 0" 14' 0" SYMN I(E GABLE END SUPPORTS LOAD FROM 4' 0" ABOUT, OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" PLYWOOD OVERHANG. GABLE TRUSS 2X #2N OR BETTER ATTACH EACH .'L" BRACE WITH 10d NAILS. FOR (1) ,I' BRACE: SPACE NAILS AT 2" O.C, IN 18" DIAGONAL BRACE OPTION: Ti END ZONES AND 4" O.C. BETWEEN ZONE$. VERTICAL LENGTH MAY BE FOR (2) 1" BRACES: SPACE NAILS AT 3" D.C. DOUBLED WHEN DIAGONAL IN 18" END ZONES AND 6" D.C. BETWEEN ZONES. BRACE IS USED. CONNECT "L" BRACING MUST BE A MINIMUM OF 80% OF WEB DIAGONAL BRACE FOR 740# BRE� MAX WEB AT EACH END. MEMBER LENGTH, TOTAL LENGTH IS 14 GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L STUD T_ OR #3, SPF 41/#2, H-F #2 VERTICAL LENGTH NO SPLICE VERTICAL LENGTH SHOWN OR BETTER DIAGONAL + + LESS THAN 4' 0" IX4 OR 2X3 IN TABLE ABOVE. BRACE; SINGLE OR J_ _L GREATER THAN 4' 0" BUT 1pi I I LESS 2X4 DOUBLE CUT (AS SHOWN) 24 R g THAN 11' 6 AT UPPER END. Ep — GREATER THAN 11' 6" 2.SX4 ��7_77 ,6NTI4UOUS BEARIN�/ 77 + REFER TO COMMON TRUSS DESIGN FOR I PEAK, SPLICE, AND HEEL PLATES. __J1 CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. -WARNING.* TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED REF ASCE7-98-GABI2015 B TPI (TRUSS PLATE INSTITUTL, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR _8000"-Aft� Y 21 c.L PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL NO SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 09/10/01 TOP CHORD SHALL HAVE U."'n — .� HAVE A PROPERLY ATTACHED RIGID CEILING. /�r �iFf`-. ..IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DRWG A12015ECO901 ENGINEERED PRODUCTS, INC. HANDLING SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS —ENG ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, N&M SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH 774 7 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE I 1] QTA AMER CAN F REST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA STATE ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF AX. TOT. LD. 60 PSF 0 R1,01t.. ALPINE ENGINEERED PRODUCTS,INC, TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL .......... ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 4�I? [) ED V_ SUITABILITY AND USE IF THIS COMPONENT FOR ANY PARTICULAR 13UILDING IS THE MAX. SPACING 24.0" 1 RESP.NIJ�LIT Y OF T HE BUILDING DLSIGNLR, PER ANSI/TPI 1-1995 SECTION 2. ca ca 14 r- ICS kA S-,o a I Q_ Vt vt va T. t.� C)�z t�V�� 00 Vt t5.�L) 0 tA r CM cr- ....... �.a-e 4 4 1- .1 IT -IN- P2,N... OV� Cr'_ 4 tn v Is og �5 40- OW4 OY,40� qt";O_l;jv -5j�i, A5 "0'00 76 SI 0 S�a tn r.. S s tn 76 V_ 0,0 op� tN c 0- ib 1'1� _!ti j3k Is t4 4 ol 'a,0 O-A 41� so 'Ad A's 0 0-�tv�,YR.�i t'O Z4 s A iz-,10,00 S7-s-t6o4c 'V4 I PLY-4 I A I ASCE 7-98: 120 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, 1 1.00, EXPOSURE C 2X4 BRACE (1) IX4 'I" BRACE * (1) 2X4 "L" BRACE 2X4 BRACE ROU� 2) �GABLE VERTICAL NO - �L OUP P SPACING SPECIES GRADE BRACES GROUP A GROUP B GROUP A GROUP B GR A G B E- S p BRACING GROUP SPECIES AND GRADES: #1 #2 3' 5" 5' 11" 6' 0" RADES: SPF #3 3' 4 4' 11" 4' 11" A: — GROUP STUD A 0 H ST R SPRUCE-PINE-FIR HEM-FIR �4 0 HF STANDARD J J 4 4 4 4 Z) 0 :3 t) -A 1#1 / #2 ISTARD ED #1 3 1 gll 5' 11 6 1 4 7' 0 7, 6" 8' 4 8' Ill' 10, 11" 11, 10" 13' 1 14' 0 il N FL11:11JUL sp #2 3' 8" 5' 11" 6' 4" 7 0 7 6 8 1 4 8. If, 10, 11" 11' 10" 13' 1 14' 0" 1 #3 1 STtTn I STANDAfLDJ #3 3' 6" 5 0" 5. oil 6 7" 6 7" 8 4' 8 9" 10' 3" 10' 3" 13' 1 13' 9" DOUGLAS FIR-LARCH SOUTHERN PINE DFL STUD 3' 6" 4' 11" 4' 11" 6' 6" 6' 6" 8' 4" 8' 9" 10, 2" 10' 2" 13' 1" 13' 9" 1 #3 1 43 �# E 8. STUD STUD rSTANDARD 3' 4" 4 3" 4' 3" 5' 8" 5' 8" 7' 7 7' 7" 8' 9" 11' 11" it' 11" 3TANDAR #1 / #2 3, Ill 6 9 11 6 1 11 11 a. oil 8' 2" 9' 6" 1 9' 9" 12' 6 12' 11 14 1 0 11 14 U SPF. #3 3' 10" 61 oil 6' 0" 7' 11" 7' 11" 9 1 61. 9' 6-1 12' 3" 12' 3" 14' 0" 14' 0" STUD 3' 10" 5, 11" 5' 11" --T-1 0" 71 oil 9' 6" 9' 6" 12' 3" 12' 3" 14' Oil 14' 0 11 GROUP B: 0 HF STANDARD 3' 10" 5' 1" 5' 1" 6' 9" 6' 9" 9, 1" 9' 1" 10' 6" 10' 6" 14' 0" 14' 0' HEM-FIR > #1 4' 3" 6' 9" 7' 3" 8' Oil 8' 7" 9' 6" 10' 3" 12' 6" 13' 6" 14' 0" 14' 0" 81 .. #1 &..BM sp #2 4' 2" 6' 9" 7' 3" 8' 0" 7 9' 6" 10' 3" 12' 6 13' 6" 14' 0" 14' 0" #1 #3 4' Oil 6' 2" 6' 2" 8. 0 81 11. 9 6.1 101 oil 12' 6" 12' 7" 14' 0 14' 0" -4 DFL STUD 4' 0" 6' 1" 6 1 11. 8. 0 a, oil 9 6 11 10, oil 12' 5" 12' 5" 14' 0 14' 0" SOUTHERN PINE DOUGLAS FIR-LARCH [STANDARD 3' Ill' 5' 3" 5' 3" 6' 11" 6' 11" 9' 3" g- 3" 10' 9" 10, 9" 14' 0" 14' 0" #2 4' 4" 7' 5" 7' 7" 8. 91, 9' o" 10' 6" 10, 9" 13' 10" 14' 0" 14' 0" 14' 0" #2 SPF #1#3 4' 2" 6' 11" 6* 11" 8' 9" 8' 9" 10' 6" 10' 6" 13' 10" 13' 10" 14' 0" STUD 4' 2 6' 11" 6' 11" 8 1 9 1. ol 9 11 10' 6" 10' 6" 13' 10" 13' 10" 14' 0 14' 0" HF -STANDARD 4 1 2 5' 11" 5, 11" 7 1 oil 7' 10" 10, 6" 10' 6" 12' 2" 12, 2 11 14' 0 14' 0" GABLE TRUSS DETAIL NOTES: #1 4' 8" 7' 5" 81 oil 8' 9" 9' 6" 10' 6" --T1 4'—13—10' 14' 0" 14' 0" 14' 0" #2 4' 7" 7' 5" 8' Oil a, q.. 9' 6" 10' 6" 11' 4" 13' 10" 14' 0" 14' 0" 14' 0 LIVE LOAD DEFUCTION CRITERIA IS L/240. #3 4' 5" 7' 1" 7' 1 3" iF 6" 11' 0" 13' 10" —14' 0" 14' 0" 14' 0'r PROVIDE UPLIFT CONNECTIONS roR 130 PV OVER -4 DFL -STUD 5 7' 0" 8' 9l' 9' 3" 10' 6" 11. 0. 13, 10" 14' oil i4' 0" 14' 0" CONTINUOUS BEARING (5 PSF TC DEAD LOAD). 4. Z., ! 6; 0 STANDARD 1 6' 1" 8' 0" _8' Oil 10' 6" 10' 9" 1 12' 5" 12' 5" 14' 0"' 1�' -E END SUPPORTS LOAD FROM 4' Oil SYMM I(E OUTLOOKERS WITH 2' 0" OVERHANG, OR 12" ABOUTI PLYWOOD OVERHANG. I ATTACH EACH 'L" BRACE WITH 10d NAILS. GABLE TRUSS 2 #2N OR BETTER FOR (1) '1" BRACE: SPACE NAILS AT 2" 0 C DIAGONAL BRACE OPTION: IN 18" END ZONES AND 4" O.C. BETWEEN ZONES, VERTICAL LENGTH MAY BE 18" IN 18" END ZONES AND 6" O.C. BETWEEN ZONES DOUBLED WHEN DIAGONAL BRACE IS USED. CONNECT 'L" BRACING MUST BE A MINIMUM OF SOX OF WEB DIAGONAL BRACE FOR 870# MEMBER LENGTH. BRACE AT EACH END. MAX WEB TOTAL LENGTH is GABLE VERTICAL PLATE SIZES 2X4 SP OR DF-L #2. VERTICAL LEN TH OR BETTER DIAGONAL -- _ _NO SPLICE VERTICAL LENGTH SHOWN BRACE; SINGLE OR LESS THAN 4' 0- - I IX4 OR_2X3 DOUBLE CUT GREATER=4- c". BUT 2X4 IN TABLE ABOVE. J- 1 J LESS (AS SHOWN) AT �n I -1 1 6" UPPER END. 11 u u u 1 1-11 -J-1 I GREATER THAN 11' 6" 1 _ 2.5X4 /ONTINMOUi BEAFiIN5,/ + REFER TO COMMON TRUSS DESIGN FOR PEAK, SPLICE, AND HEEL PLATES, CONNECT DIAGONAL AT REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH. MIDPOINT OF VERTICAL WEB. --WARNING- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, REF ASCE7-98-GABI2030 INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, W1. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, DATE 09/10/01 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. DRWG A12030ECO901 PORTANT FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE �JIFIC M ENGINEERED PRO DUCTS, INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, ft.471 -ENG HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 74 7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF AX. TOT. LD. 60 PSF ALPINE ENGINEERED PRODUCTS,INC TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER o rn'4�- DRAWINGS i6O A-Z. THE SLAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ....... POMPANO BEACH,FLORIDA ENIIIN ERING RLSPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE Feb S1ITZ:IL.TY AN. SL OF THIS CO PONENT I OR ANY PARTICULAR BUILDING IS THE 'R'SP.N1SI.ILIT . . I MAX. SPACING 24.0" Y OF THE UILDNG DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. TOP CHORD FILLER DETAIL + 2X4 CONTINUOUS LATERAL BRACING AT 24" OC MAXIMUM SPACING. ATTACH TO EACH TOP CHORD WITH (2) 16d NAILS. OFFSET FILLER DETAIL BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. ++ 4 ++ 2X4 SO. PINE #2 N OR SPF #1/#2 FILLER TOP CHORD. 12 ... 2X4 SO. PINE #3 OR SPF #1/#2 VERTICAL WEBS SPACED PIGGYBACK PLATE ** 48" OC MAXIMUM. OR 3X6 TRULOX f 4 8/12 MAXIMUM PITCH. 2X8.25 PIGGYBACK SPECIAL PLATE. SEE DRAWING PIGBACKBO699 FOR PIGGYBACK SPECIAL PLATE INFORMATION. ... 6-0-0 TYP. 6'0" MAXIMUM HEIGHT. f W2X4 OR 3X6 TRULOX. 4 + 12 tt REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS f DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT + SHOWN. f 11 GAUGE (0.120")XI.375" NAILS REQUIRED FOR TRULOX PLATE ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO EACH FACE OF EACH TRUSS PLY. SEE DWG 160TL FOR NAILING AND TRULOX PLATE REQUIREMENTS. EXTENDED TOP CHORD FILLER DETAIL f T TOP CHORD FILLER DETAIL ++ 4 f T PIGGYBACK PLATE OR 3X6 TRULOX 4 4 ... 6-0-0 tt ... 6-0-0 TYP. TYP. + tt + t 4 4 + + t 4 4 THIS DRAWING REPLACES DRAWING 884,080 --WARNING.. TRUSSE S REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL MAX 30 PSF REF TC—FILLER BY TPI TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, WI, 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TC DL MAX 15 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL V C T TC C L D L LMA MA HA E A PROPERLY ATTA HLD RIGID CEILING, ...... D A 9 il'r; , C L M LL ..1 0 /A L M MPORTANT FURNISH A C PY OF THIS D r-PINE C DL MAX 10 PSF DRWG TCFILLER069 Ro SIGN TO THE INSTALLATION CONTRACTOR. A IF ENGINEERED P DUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATY�G' __'t 4 LL 0 PSF —ENG SJP/KAR HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH . * f NIX 471 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE LD. MiAX 5 5 PSF 74�7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or 4% :P*-ISTATE ALPINE ENGINEERED PRODUCTS.INC. TRUS AND UNLESS OTHERWISE LOCATED ON TH DESIGN POSITION CONNECTORS PER 1, R FA 1.1 3 5 OR 1.33 DRAWINGS i6O A-Z. THE SEAL ON THIS DRAWINGISJNDICATE� ACCEPTANCE OF PROFESSIONAL L R. FAC. 1.1 POMPANO BEACH,FLORIDA 0 Ft%v;t- ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 31 1 ... SLI.TAWL�Tl AND USE .1 THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ......... C I �?R �' "'ESP.NSI.ILI c a i4%� T PACING 24.0" Y 0 . I'U SL�q'cu F T E ILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. 11MED A I I I I I I I " 1 1 1 1 A 'I I I I I I , I BOTTOM CHORD FILLER DETAIL OPTIONAL INTERIOR OR CANTILEVER BEARING. MINIMUM PLATE + 3X4 WAVE OR 4X8 TRULOX SIZES (IX3 WAVE) MAY BE USED IF BEARING IS OMITTED. WEDGE OR VERTICAL MEMBER MUST COINCIDE WITH BEARING LOCATION. 2X4 WAVE OR 3X6 TRULOX 11 GAUGE (0.120")Xl.375" NAILS REQUIRED FOR TRULOX PLATE REFER TO ENGINEER'S SEALED DESIGN REFERENCING THIS ATTACHMENT. NAILS SPECIFIED IN CIRCLES MUST BE APPLIED TO DETAIL FOR LUMBER, PLATES, AND OTHER INFORMATION NOT EACH FACE OF THE TRUSS. SEE DWG 160TL FOR NAILING AND SHOWN. TRULOX PLATE REQUIREMENTS. ALL TRULOX PLATES SHOWN ARE MINIMUMS. LARGER PLATES MAY BE REQUIRED TO ACCOMODATE REQUIRED NAILS FILLER BOTTOM CHORD MAXIMUM REACTION MINIMUM REQUIRED NAILS PER FACE WITH TRULOX PLATES OR WEDGE SPECIES DOWNWARD UPLIFT BEARING AREA 1.00 D.O.L. 1.15 D.O.L. 1.25 D.O.L. 1.33 D.O.L. 1,60 D.O.L. DOUGLAS FIR-LARCH 3281# 1656# 1.5" X 3.5" 12 11 10 9 8 HEM-FIR 2126# 1095# 1.5" X 3.5" 9 8 7 7 6 - SPRUCE-PINE-FIR 2231# 1192# 1.5" X 3.5" 10 9 8 8 6 SOUTHERN PINE DENSE 3465# 1791#--- 1.5" X 3.5" 12 11 10 9 8 - SOUTHERN PINE 2966# 1492# 1.5" X 3.5" 10 9 8 7 SOUTHERN PINE NON-DENSE 2520# 1343W 1.5"-X 3.5" 9 8 4 ++ 4 ++ X 9.5 MAX M/ U + 03X12TR 3X8 TRULOX 18 m MAX 4 4 3X12 TRULOX 2X8 WEDGE (2) 8D NAILS CUT TO FIT 2X4 VERTICAL OF. WEDGE THIS DRAWING REPLACES DRAWINGS A115 A115/R & 864,132 ..WARNING-, TRUSSE S REOUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, - PSF REF BC FILLER INSTALLING 'IND BRACING- REFER TO HID-91 (HANDLING INSTALL NG AND BRAC NG), PUBLISHED TC LL BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, Wi. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTION - UNLESS OTHERWISE INDICATED, SI- TC DL - PSF DATE 06/25/99 D P P S BOTTOM CHORD SHALL NOW TOP CHOR SHALL HAVE RO ERLY ATTACHED STRUCTURAL PANELS AND HAVE A PROPERLY ATTACHED RIGID CEILING, IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE C DL 10.0 PSF 6RWG BCFILLER0699 S E INEERED PRODUCTS, INC SHALL N NG OT BE RESPONSIBLE FOR ANY DEVIATION FROM THI D SIGN; ANY FAI LURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, LL PSF -ENG Du/IKAR I ALPINE E 5- HANDLING, SHIPPING, NSTALLING AND BRACING OF TRUSSES DESIGN CONFORMS WITH 74 7 APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFiCATION PUBLISHED BY THE F. LD. PSF AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI, ALPINE CONNECTORS ARE MADE OF 20GA ASTM SA653,GR40 GAL V STEEL EXCEPT ASONCITED. APPLY,CONNECTORS TO EACH FACE OF TATE J ALPINE ENGINEERED PRODUCTS INC. TRUS AND, UNLESS OTHERWISE LOCATED N THIS DESIGN POSITION CONNECTORS PER Sl-lz,�Q R0�--' POMPANO BEACH.FLORIDA' DRAWINGS 60 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R.FAC.1.0/1.15/1.25/1.33 ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ED PACING 24.0" RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1-1995 SECTION 2. L A I I I - I .I I "I I I I I I A BOTTOM CHORD FILLER REPAIR RECOMMENDED REPAIR PROCEDURE 1. MEASURE DISTANCE FOR NEW LENGTH OF FILLER. MAXIMUM BOTTOM CHORD LOAD IS 10 PSF. 2. APPLY NEW 2X4 STUD GRADE OR BETTER VERTICAL + BOTTOM CHORD FILLER TO BE SCAB TO BOTTOM CHORD AND FILLER WITH (3) REMOVED. SEE NOTE #3. NAILS 0.131" DIA. x 3.0" OR LARGER, (I.E. 10d OR ++ FIELD APPLIED FILLER. 16d COMMON, SINKER, GUN, OR 16d BOX NAILS) TO EACH END OF VERTICAL. 2X4 STUD GRADE OR BETTER VERTICAL SCAB. 3. CAREFULLY REMOVE EFFECTED CONNECTOR PLATES. ATTACH TO BOTTOM CHORD AND FILLER WITH (3) USE CARE NOT TO DAMAGE THE REMAINING NAILS WITH A MIN. 0.131" DIA. X 3.0" LENGTH. CONNECTOR PLATES OR LUMBER IN ANY WAY. REFER TO ENGINEER'S SEALED DESIGN 4. TRIM FILLER TO LENGTH, AT EDGE OF NEW VERTICAL REFERENCING THIS DETAIL FOR ALLOWABLE SCAB. FILLER DIMENSIONS, PLACEMENT, AND WEBBING. BC + LENGTH TO TRIM FILLER 4' 0' OC MAX. FIELD APPLIED FILLER MUST BE SPF #3 OR BETTER. EXISTING FILLER THIS DRAWING REPLACES DRAWING 962,767 ..WARNING.. TRUSSE S REQUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING, REF BC FILLER REP. INSTALLING AND BRACING' REFER TO HIB-91 (HANDLING INSTALL NG AND BRACING), PUBLISHED BY TPI TR U SS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL .Pop — HA E A PROPERLY ATTACHED RIGID CEILING S D DRWG REPBCFIL0699 MPORTANT— FURNISH A COPY OF THI �SIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGNj ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, Ipp -ENG MLH/KAR HANDLING, SH ING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE 7� 7 AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STA ALPINE ENGINEERED PRODUCTS,INC. TR SS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNLCTORSEPER DRUAWING i6O A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROF SSIONAL POMPANO BEACH,FLORIDA ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE 'I. ..... SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE IRE SPONSIBILITY OF THE BUILD I NG DLSIGNER, PER ANSI/TPI 1-1995 SECTION 2. �"'ORE PAGE 1 Date : 02/07/2003 MANNING BUILDING SUPPLY LOG # : C0101A TRUSS DIVISION JOB # : JACKSONVILLE Oalesman: JOHN FERGUSON Pitch: 16"/12 ,-ustomer: BESTCON HOMES Job Name : PLAN 2057 Address : 1484 LOURAL WAY Address : LOT I HIDDEN PARADISE ATLANTIC BEACH 32233 �esigner: KEN -------------------------------------------------------------------------------- Left Right O. H. O.H. ty � Span � I � Description -------------------------------------------------------------------------------- 1 12 ' 41' of 01 Al 7 2 0 ' 01 of A2 5 16 ' 5"8 of of A3 1 14 ' 4"8 of of A4 10 16 ' 91112 01 of A5 of of 2 2 0 ' 7 8 A6 Hardware Floor 2 THA422 SY42 Hanger 1 HGUS412* 2-ply GPLam. Hanger 1 HGUS7 . 25/12* 4-ply GPLam. Hanger ** Beams ** BM-1 GPLAM 16" 2 20 4 22 BM-2 GPLAM 16" 2 2 BM-3 GPLAM 16" ------------------------------------------------------------------------------- 2 - Trusses 4 # of Hardware 0 # of I-Joist 6 0 - Piggy' s 0 - Jacks 8 # of Beams 0 # of Rim Board -------------------- 26 Total Trusses I ON MANNING BUILDING SUPPLIES Ken Parker 7 Feb 2003 12:56 prn 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis @1996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Project C0101.FBD BESTCON HOMES LOT I HIDDEN PARADISE Mark# : BEAM 1 Usage : Beam (Floor) Repetitive No Spacing (in.) : 0.0 Max Defl : LL= L/360 TL L/240 Composite Action No 3.5", 565 psi L 3.5", 565 psi 20' 0" LOADS ProjectDesign Loads:Floor.Live=40psf,Dead=15pst RootLive=30psf,Dead=12pst Live+Dead Ldl(T) Live Ld(L) LDF Location* # Shape V-Start O—End @Start @End Span# Starts Ends Additional Info I Span Carried(pso 55 40 100% 0 0.01. 20-0" 7 0"s.c.-Z FLOOR 2 Span Carrled(psf) 55 40 100% 0 010.. 20'0" 4!0"s.c.-CRY El ROOF 3 Concentrated(lbs) 600 429 125% 0 12 4!' CRY BM3 Uniform(plo 15 0 0 0 20-0" Self Weight *Dimensions measured from/off end when span#is 0, otherwise,from left end of the specMed span. SUPPORTS(lbs) 1 2 Max R'n 2026 2166 Max 100% 1200 1200 Max 125% 164 264 Min R'n 662 702 Min 100% 1200 1200 Min 125% 164 264 DL R'n 662 702 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 1636 1 19,101, 21 10640 100% 0.15 M(ft4bs) 9636 1 10,01. 21 35556 100% 0.27 LtRn(lbs) 2026 0 CY 0.. 71 6921 100% 0.29 See Note#5 RtRn(lbs) 2166 0 20-0" 71 6921 100% 0.31 See Note#5 LLOefl(in.) 0.24 1 10.0.. 71 0.67 U1012 TLDefl(in.) 0.35 1 1010.1 71 1.00 L/685 USE. GPLAM 2.OE 1.75x16.00" 2 Plies Grade,Depth selected by User ap G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed In accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. PP 2.Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verified by Georgla-Pacift Engineered Lumber Technical Services. 4.Design valid tbr dry use only. 5.This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be low than maximum reaction.Therethre,when reaction values are required,use Max Rn from'Supports'secdon above. 6.Bearing length based on design material;support material capacity shall be verffied(by others). 7.When required by the building code,a registered design professional or building official should verffy the Input loads and product application. PP &This engineered lumber product has been sized for residential use.A concentrated load chec/4 per the building code,must be performed thr commercial uses. 9.Verify that load Is applied at top or equally from both sides. 10.Nail plies together with 10d nails @ 12"o/c along top and bottom edges and thm center.Nail from alternate faces,2"from edges. PP 11.Company,product or brand names referenced are trademarks or registered trademarks of their respective owners. 1Z Load Combinations:10=D,20=D+100%,30=D+115%,40=D+125%,50=D+133%,00 a D+100%+115%,70=D+100%+125% 80=D+100%+133%, 90=D+100%+115%+133%12,100=D+100%+115%/2+133%,110=D+Commercial Ld(100%) 13.Group=Load Combination Number+Load Pattem number.(For simple span,Load pattem a I for LL,0 1br DQ. MANNING BUILDING SUPPLIES Ken Parker 7 Feb 2003 12:55 pm 11155 PHILLIPS PKVV-Y DR E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ EngiLneering Ana�ysis @1996-2003 Georgia-Paqfq�ration Version: 3.4 Build: 3.4.0.0 Project : Col 01.FBD BESTCON HOMES LOT I HIDDEN PARADISE Mark# : BEAM 2 Usage : Beam (Roof) Repetitive No Spacing (in.) 0.0 Max Defl : LL= L/360 TL L/240 Composite Action No Slope 0/12 3.5", 565 psi L 3.5", 565 psi 20' 7 1 LOADS Project Design Loads:Root Live=30 psf,Dead=12 pst Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape V_)Start @End OStart O-End Span# Starts Ends Additional Info 1 Span Carried(pso 42 30 125% 0 010.. 20'7 1/Z' 4!5 1/2"s.c.-CRY C4 ROOF +Wall(plo 100 0 0 0.01, 2V 7 I/Z' CRY C4 ROOF 2 Span Carried(pso 42 30 125% 0 a 0.1 20'7 1/2" 268"s.c.-CRY F4 Uniform(plo 29 0 0 0 20'7 1/Z' Self Weight *Dimensions measured from/eft end when Van#is 0,otherwise,from left end of the specmed span. SUPPORTS(lbs) 2 Max R'n 7860 7860 Max 125% 4661 4661 Min R'n 3199 3199 Min 125% 4661 4661 DL R'n 3199 3199 Min Brg(in.) 1.99 1.99 [Based on bearing stress below] .Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 6732 1 0'2" 41 26600 125% 0.25 M(ft4bs) 40527 1 10'4!' 41 88890 125% 0.46 LtRn(lbs) 7860 0 0.0.. 41 13842 100% 0.57 See Note#5 RtRn(lbs) 7860 0 20-8" 41 13842 100% 0.57 See Note#5 LLDeft(in.) 0.40 1 10'4!' 41 0.69 U622 TLDefl(in.) 0.67 1 10'4!' 41 1.03 L/369 USE.- GPLAM 2.OE 1.75x16.00"4 Plies Grade,Depth,P#es selected by User G-P LAM tm Georgia-Pacific Corp. NOTES : 1.Designed in accordance with National Design Speciffcations;for Wood Construction and applicable Approvals or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verffied by Georgia-Pacift Engineered Lumber Technical Services. 4.Design valid for dry use only. This reaction Is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction.Therefore,when reaction values are required,use MaK Rn from'Supports'secdon above. Bearing length based on design materfaPsupport material capacity shall be verffied(by others). 7.Roof Usage:Install with minimum 114:12 slope for adequate drainage. 8.When required by the building code,a registered design professional or building official should vertly the Input loads and product application. &This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 10.Verify that load Is applied at top or equally from both sides. I I.Bolt plies together wl 2 rows of 112"dia.bolts&washers 2"from edges @ 24"o/c staggered. 1Z MaxlMln reactions are based on the applicable load combinations outlined In the notes.Summation of max1min reactions for various DOL may not match total maKlmin reaction. 13.Company,product or brand names referenced are trademarks or registered trademarft of their respective owners. 14.Load Combinations:10=D,20=D+100%,30-D+115%,40=D+125%,50=D+133%,00=D+100%+115%,70=D+100%+125% ,80=D+100%+133Y., 90=D+100%+115%+133Y*12, 100=D+100%+115%/2+133%, 110=D+Commercial Ld(1000A) 15.Group=Load Combination Number+Load Pattern number.ffor simple span,Load pattern=1 for LL,0 for DQ. MANNING BUILDING SUPPLIES Ken Parker 7 Feb 2003 12:57 prn 11155 PHILLIPS PKWY DR E , Jacksonville, FL. 32256- (904)268-8225 FASTBeam@ Engineering Analysis 01996-2003 Georgia-Pacific Corporation Version: 3.4 Build: 3.4.0.0 Im Project C01 01.FBD BESTCON HOMES LOT I HIDDEN PARADISE Mark# BEAM 3 Usage Beam (Roof) Repetitive No Spacing (in.) 0.0 Max Defl ILL= L/360 TL = U240 Composite Action : No Slope 0/12 3.5", 565 psi 3.5", 565 psi 2' 0" LOADS Project Design Loads:Root Live=30 psf,Dead=12 psf Live+Dead Ld(T) Live Ld(L) LDF Location* # Shape O-Start @-End @Start @End Span# Starts Ends Additional Info 1 Uniform(pli) 100 0 100% 0 0101, Z 0.1 WALL 2 Span Carried(psf) 42 30 125% 0 010.1 2-0" 12'4's.c.-CRY D1 ROOF Uniform(plf)l 15 0 0 0 Z o.. Self Weight *Dimensions measured from left end when span#is 0,otherwise,from left end of the specified span. SUPPORTS(lbs) am 1 2 Max R'n 374 374 Max 125% 185 185 Min R'n 189 189 Min 126% 185 185 DL R'n 189 189 Min Brg(in.) 1.50 1.50 [Based on bearing stress below] Brg Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(lbs) 0 0 0 10640 100% 0.00 010.. M(ft4bs) 187 1 1101. 41 44445 125% 0.00 LtRn(lbs) 374 0 0.0.. 41 8921 100% 0.05 See Note#5 RtRn(lbs) 374 0 Z 01. 41 6921 100% 0.05 See Note#5 LLDefl(in.) 0.00 1 41 0.07 U1 13338 TLDefl(in.) 0.00 1 1.9. 41 0.10 U56125 mo USE. GPLAM 2.OE 1.75x16.00" 2 Plies Grade,Depth selected by User G-P LAM tm Georgia-Pacific Corp. NOTES: 1.Designed In accordance with National Design Specfflcadons tbr Wood Construction and applicable Approvals;or Research Reports. Z Provide lateral support at the bearing location nearest each end of the member.Continuous lateral support required for compression edge. 3.Loads have been Input by the user and have not been verffied by Georgia-Pacfflc Engineered Lumber Technical Services. P0 4.Design valid for dry use only. This reaction is based on the combination of loads&duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore,when reaction values are required,use Max Rn from'Supports'section above. 6.Bearing length based on design material,,support material capacity shall be verffied(by others). 7.Roof Usage:Install with minimum 114:12 slope tbr adequate drainage. &When required by the building code,a registered design professional or building official should verily the Input loads and product application. 9. This engineered lumber product has been sized for residential use.A concentrated load check per the building code,must be performed for commercial uses. 10.Verify that load is applied at top or equally from both sides. 11.Nall piles together with 16d nails @ 12"o/c along top and bottom edges and thru center.Nall hum altemate faces,2"from edges. 11 MaxIldin reactions are based on the applicable load combinations outlined In the notes.Summation of max1min reactions thr various DOL may not match total max1min reaction. 13.Company,product or brand names referenced are&ademarks or registered trademarks of their respective owners. 14.Load Combinations:10=D,20=D+100%,30 a D+115%,40=D+125%,50=D+133%,00=D+100%+115%,70=D+100%+125% ,80-D+100%+133%, 90=D+1000%+115%+133%/2,100 m D+100%+115%12+133%,110=D+Commercial Ld(100%) 1&Group=Load Combination Number+Load Pattern,number.(For simple span,Load pattem=I for LL,0 tbr DQ- 'go (CO1OIA-PLAN 2057 - Al) TH IS DWG PREPARED FROM COMPUIER I NPUT (LOADS & 0 1 ME NS IONS) SUBM I TTED BY TRUSS MFR Top chord 4x2 SP #2 N Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 N appropriate span rated glue-nalled wood sheathing. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. SPECIAL LOADS ------(LUMBER DUR.FAC.=1.00 PLATE DUR.FAC.=1.00) Truss designed to support up to a 2x6 load bearing wall above plus up to TC From 378 PLF at 0.13 to 378 PLF at 12.21 24" of floor load. Vertical webs shall not exceed spacing of wall studs BC From 10 PLF at 0.00 to 10 PLF at 12.33 above. See DWG GBLSY42AO699 or GBLSY42BO699 for gable details. Deflection meets L/360 1 i ve and L/240 total load. Creep increase factor for dead load is 1.00. 3X3—= 1.5X4(R) 1.5X4(R) 3X3 T 1 0-8 1-0-8 1-4-0 10-1-2 2X4 III 3X3 3X3 2 X 4 111 LEE 12-4-0 Over Continuous Support R=4655 W=12-4-0 Note: All Plates Are WI.5X4 Except As Shown. PLT TYP. Wave TP195 Design Crit: TPI (STD) 6.10 QTY FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND - -25639 8 RACING REFER T?UNI9 91 DOHANDLING 2INSTALLINGOANDWBRAC51NG)J,).PUBLRISHE D BY TP I (TRUSS,PLATE TC LL 40.0 PSF REF R151 INST I LUTE, 5 83 D DER 1 0 R.- S UI TE OD. MAD ' ' SAIET PRACTI R OR TO PER F0 RM NO TH E FU N CTI 0 N S. UNIL ESS THER I �N�'I�ATEH, T'l C HORG'ILL ,A" PR.IE'RELI' ATTACHED TC DL 10.0 PSF DATE 02/10/03 1 ES G W SE 0 SIR UC TIIAL PANELS, 8 OTT 0 M CHORD SHALL H AVE A P ROPERITY ATTACHED RIGID CEILING "IMP -, ORTANT" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED IV PRODUCT INC, SHALL NOT BE RESPONSIBLE FOR AN Y DEV IATION FROM THIS DESIGN AN Y FAILURE TO BC DL 5.0 PSF DRW HCUSR151 03041145 R TRUS 8 S IN M E I TH PI N H L N IP I I NO AND UILD I ES CONFOR ANC I OR FABRICATI G. AND I G N G NSTAtLI t S E US S W P P LICA B LE P R ISI Ns" P 1 0 ION BC LL 0.0 PSF HC-ENG JB/MMA BRACING F TR SE THI S IS IG CON OR S WITH A OV F NOS (NAT NA DE ALPINE SPECIFIC(A)T I ON P FISHED By TDHE AMERICAFN FMREST AND P A P ER A S So CIATIOUN) AOND TPI. ALPI NE UB 0 CONNECT 0 R S AR F MADE OF 20GA ASTM A653 GR4 GALV. ST E E L EXCE P I A S N DIED, APPLY CONNECTORS TO 74 C 0 S S 0 ON ' SI N PO III t�p. TOT.LD 55.0 PSF SEQN - 28698 EACH FA E F TR , AND UNITE OTHERWISE OCATED H S OF G ECTORI PF R 7,rc-% US S I I S ON CEUS�Nl DRAWING A Z THE SEAL ON THIS DRAWING INDICATES ACC LANCE OF PROF ONAL ENGINCtRING �9/- �'t 0 RVOt- OUR.FAC. 1.00 FROM KEN AJpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITA811ITY AND USE OF 1[111 % Haines City,FL 33844 C111111ENT FOR ANY IAIIIII�Al 1UI1UI1G IS THE RESPONSIBILITY P1 THE MITIPING UIIIG�IR, HER % FL Certificate ofAuthorization#567 ANS"TP, I LOPS "CT I ON 2 Feb SPACING SEE ABOVE, JREF IS03151—Zll (COIOIA-PLAN 2057 A2) TMIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the Deflection meets L/360 live and L/240 total load. Creep increase factor appropriate span rated glue-nailed wood sheathing. for dead load is 1.00. Truss must be Installed as shown with top chord up. 24" 9-0-0 91-0-0 �5" Typl. 4X4 3X3 I.5X4(R) I.5 X 4(R) 3X5 3X3 3X3 I.5 X 4 111 1.5 X4 III 3X3 3X5 4X4 _F T 1-0-8 1-0-8 1 4-0 1 o-1-2—L 5X5= 3X5 3X3 3X3 3X3 3X3 3X5 2X4 III 2X4 III _j LE 20-0-0 Over 2 Supports I R=1087 W=3.5" R=1087 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) 5.03 QTY: FL/-/3/-/-/R/- Scale =.375"/Ft. **WARNING** TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALL ING AND BRACING. REFER TO HIB 91 (HANDL�NG ?INSTALLINGOANDWBRAC51NG) PUBLISSE D Y [PI (TRUSSIPLATE TC LL 40.0 PSF REF R151- -25640 INIT I TIT E, 5" D'ON OFRIO D R. S I IF 01. IAI I 1 31 1 FOR AT I PRA PR 0 R TO EBY CTI PE BE I R MI N1 TH ES E FUNCTION S. I�LE SS 0"ERW I SE I NDNI�ATIU, 1 0 P CHORD SHALL H AVE PR U PECREYS ATTACHED TC DL 10.0 PSF DATE 02/10/03 STRU C TURAL PANEL S, a OTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG I D C E I LING. MPORTANT" FURNI�H A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE ENGINEERED BC OL 5.0 PSF DRW HCUSRI!II 03041146 PR BUODUCTS, INC.SSHAILL N IT BEMRESPONSIBLEPFOR AN Y DEVIATNION FROMLTNIS DESPIGN Y fALILURE TO IN N I B I H I;G'AN IN TRUE ES CONFOR A C [IN T OR FA R CAT I P I NSTAL I NG AND GL� ....ISI"S'DF ND1 JO I I S -ENG JB/MMA ITS E US S E W P I BC LL 0.0 PSF HC BRAC�NG F TR TH I SID IG N F OR S WITH A EPICAB PR OV (NAT NA E IGN ALPINE SP 11 F ICOAT I IN PSEL ISHED BY ESAMERCOAN FMREST ANDF P A ER A SS OCIATfOON)N AND TPI. ALPINE ,IN " I S E CE N TCR OAR MADE 11 1IGA ASTI A113 GR4 0 GALV. ST E L i EX PT AS NOTED AP PLY C 0 NN L CT 0 RE TO OF TOT.L D 5 5.0 PSF SEON - 2 8 6 8 8 EACH FA E F TR US S, AND UNL E S S OTHER W ISE I OCATED ON TH I S U FS IS N PO' I"N C, NNE I P I DRAWING S 160 A Z. THE SEAL ON THIS DRAWING INDICATES ACIIITANII 01' 1ROI1'S'SID'NAD'ENG'14ER I NG ep OUR FAC. 1.00 FROM KEN Alpine Engineered Products,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILIIY AND USE 0 1 IS ....... Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS 111L RESPONSIBILITY OF THE BUILDING DESIGNER, PER F Cjtf - 1S03151 Z I I L Icate offiouthorization#567 ANSIJTPI 1 1995 SECTION 2. Feb SPACING 24.0 JREF J (CO101A-PLAN 2057 A3) THIS DWG PREPARED FROM COMPUTER INPUT (TOADS & DIMENSIONS) SUBMIFTED BY IRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Maximum panel length exceeds 30". Truss may only support walls or partitions where concentrated loads are shown. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.00. Truss must be installed as shown with top chord up. 24" 9-0-0 5-5-8 115" Typi. 4X4 I.5 X 4(R) 1.5X4(R) 3X5 3X3 3X3 I.5 X4 III 3X3 3X5 4X4 T _T ::3 1-4-0 1 0-8 + 1-0-8 10-1-2 5X5 3X3 3X3 3X3 I.5 X 4 111 3X5 SX5 2X4 111 2 X 4 111 Li� 16-5-8 Over 2 Supports R=893 W=3.5" R=893 W=3.5" PLT TYP. Wave TP195 Design Crit: TPI (STD) 6.10 OTY 5 FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING— TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND a RACING REFER TO HIB-91 (HANDLING INSTALLINGOANDWBRAC51NG). PUBLISHEDEBY TP I (TRUSS,PLATE TC LL 40.0 PSF REF R151 INST I TUTE, 5 83 D'ON OFRIO D R U TE 200, MAD I S N' 1 371 9), FOR S AF T y PRACTI PR OR TO P OR NG TH S 'SS I I III P 0 ACHE TC DL 10.0 PSF DATE 02/10/03 ERE MI ES E F UNCTION U�LE 0 THERW SE N C ATED, T 0 C HORD SHAL L HAVE PR PECELY ATT D SIR GO T U RAE PAN E LS 8 OTTOM CHORD SHALL H AVE A PROPERLY ATTACHED RIGID CEILING. ORTANT" F�RNISH A COPY OF TH DESIGN TO THE ILLATION CONTRACTOR AL D E R IS : NP I N E ENGUINEEERE B C D L 5.0 PSF DRW HCUSR151 03041147 S, N 8 IS N I F EV;NSTAN S N I PRODUCT INC. SHAIL 0 T PO S HIT OR ANY D ATIO FROM THI DESIG , A FA E R TO BUILD THE TRUSSES IN CONFORMANC ITH TPI; OR FABRICATING, HANDLIN 'PP ING INITAIILINI All -ENG JB/MMA AC R E E W FOR S H AP P LICABL PR I F%IT N �NAT I ONA DESIGN BR NG OF TRUSSES, T IS IG N M IT OV BC LL 0.0 PSF H C =A�� D 8 N P P SO U P N ALPINE SPECIE CATION PUBLISHE Y TOESAMENRCOA FOREWT AND A ER A 01-IATS 0) A(N)D TDS AL I E Z I " M IC S E F E CE S I ' P Y I - 28696 CONNECTORS ARE MADE OF 20GA AST A653 GR40 GALV ST E , I PT A N 0 TED APPLE C CONNECTORS To TOT.L D 55.0 PSF SEON S OT ISE GO N H S ESI C EACH FACE OF TRUSS, AND UNLE S B ER W L ATED 0 1 1 D G N PO S III N NNECI PER Ito-, DRAW IN GS 1 60 A Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PRCIEOSIONAFB�NGINLERING Alpine Engineered Products,Inc. RESPONSIBILITY SOLEL� FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS -Nly--Al 0 MIA OUR.FAC 1.00 FROM KEN .......... . Haines City,FL 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBII ITY OF fHE BUI[DING D[SIGNER, PER Fe SPACING 24.0 JREF - 1S03151—Zll Fl.Certificate ofAuthorization#567 ANSI/TPJ 1 1995 SECTION 2. (COIOIA-PLAN 2057 - A4) THIS DWG PREPARED FROM COMPUIER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N Deflection estimate assumes composite action with single layer of the Bot chord 4x2 SP #2 N appropriate span rated glue-nailed wood sheathing. Webs 4x2 SP #3 Truss must be installed as shown with top chord up. SPECIAL LOADS ------(LUMBER DUR.FAC.=I.00 PLATE DUR.FAC.=1.00) Truss designed to support up to a 2x6 load bearing wall above plus up to TC From 756 PLF at 0.13 to 756 PLF at 14.25 24" of floor load. Vertical webs shall not exceed spacing of wall studs BC From 10 PLF at 0.00 to 10 PLF at 14.38 above. See DWG GBLSY42AO699 or GBLSY42BO699 for gable details. Deflection meets L/360 I ive and L1240 total load. Creep increase factor for dead load is 1.00. 3X3 3X3 III 3X3 III 3X3 III 3X3 III 3X3 III 3X3 III I.5X4(R) 3 X 3 111 3X3 III 3X3 III 3X3 III _F Vr 3X3=— T 1-0-8 1.5X4(R) 1-0-8 1-4-0 10-1-2 2X4 III 4X4 4X4 2X4 III i--z 14-4-8 Over Continuous Support R=10824 W=14-4-8 Note: All Plates Are W1.5X4 Except As Shown. PLT TYP. Wave TP195 Design Crit: TPI (STD) 6.10 QTY FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING— TRUSSES REGUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND B RACI NO. REFER TO HIB 91 (HANDLING INSTALLING AND BRACING). PUBLISHE D BY TP I (TRUSS PLATE TC LL 40.0 PSF REF R151 INITITUT" ,83 D'ON OFRIOSDR OF TE 2 1 0 W 1 5 3P7 1 9), FOR SA F ETYIPRACTICLE S P R I OR TO PERFOR NG I H E FUN I ION �I ES SS THEORO'IMSEADINSDNI'ATED, 1 0 C HOR I) SHA L L HAV PH DEE R Y ATTACHED T C D L 10.0 PSF DATE 02/10/03 ME IS C U 0 W C STRUCT RAE PANEL S BOTTOM CHIR D SHA L L H AVE A P R 0 P E RLY ATTACHED RIGID CEI EING, F N , C. , ESI 0 1 �R I H A P OF THIS D ON I THE INSTALLATION CO NTRAC OR ALPINE ENGINEERED DRW IF C IT S R 15 1 0 3 0 4 114 8 PRODUCT S, INC. SHALL N 0 1 BE RESPONSIBLE FOR AN Y DEVIAT 1 0 N F ROM I IT'S DESI'N: A N Y I A I U E I BUILD THE TRUSSES B C D L 5.0 PSF IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLIN , SHIP P I�G INSTALLLIN'G AND IN E IC OR G 0.0 PSF HC-ENG JB/MMA BRAC G OF TRUSSES. THI D N S WITH APPLIIA a LE PROVISI NS OF ADS (NATIONA DESIGN N& B C L L ALPINE SPECIE Y S S N CO F M SSOC 0 1 CATION PUBLISHED I E AMER AN I REST AND PAPER A IATION) AND TPI. ALPIN 1 8 " IC 0 OF F I TOT L D 55.0 PSF SEON - 28690 CONNECTORS ARE MADE OF 2 0 GA ASTM A653 GR4 0 GALV. STEEL, E X PT AS N 0 TED. APPI Y CONNLI:R CBS TO OF EACH FACE OF TRUSS, AND U N[E S S OF HER W ISE L OCATED ON THIS DESIGN, POSITION CONNECTOR S PE vO_% S CE F P F� SI 19/.*' '�t 00' OUR FAC 1.00 FROM KEN Alpine Engineered Products,Inc. DRAWING 160 A Z. THE SEAL ON THIS DRAWING INDICATES AC PTANCE 0 GO S ONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN, THE SUIIABIIIIY AND USE OF THIS Haines City,Fl, 33844 COMPONENT FOR ANY PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER IS03151 Certif FL, Icate ofAuthorization#567 ANSI/TPI 1 1995 SECTION 2. Feb SPACING SEE ABOVEJ JREF Z11 I 'I I ' I I 1 1 1 ' '1 1 1 1 "1 1 1 1 1 1 1 1 "1 J (CO101A-PLAN 2057 - A5) THIS DWG PREPARLD FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Maximum panel length exceeds 30". Truss may only support walls or partitions where concentrated loads are shown. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1.00. Truss must be installed as shown with top chord up. 24" 9-3-12— 51-6-0 �5" Typl. 4X4 1.5X4(R) 1.5X4(R) 3X5 3X3 3X3 I.5 X4 III 3X3 3X5 04 + .t T 3 1-0-8 N�;/ ;7!�� 1-0-8 1-4-0 If 10-1-2 —5X5-= 5X5 3 X 5 H3� 3X3= I.5 X4 III 3X5 2 X 4 111 2X4 III LiE 16-9-12 Over 2 Supports 3.1 R=912 W=3.5" R=912 W=3.5" PLT TYID. Wave TP195 Design Crit: TPI (STD) 6.10 OTY 10 FL /3/- /R/- Scale =.375"/Ft. -WARNING" TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO H IB-91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TP I (TRUSS PLATE TC LL 40.0 PSF REF R151- -25643 INST I TOT E. 5 83 D'0 F I DR. S HIT E 2 MAD I U W 5 37 1 FOR SAFET Y PRACTI ES P R I OR TO PE 0 H No R 0 . - SS Do.I I S N. I P H ILL VE PH 0 C ACHED TC DL 10.0 PSF 02/10/03 RF RM NO T E TO TIONS UNLE THER NDI ATED, I CHORD A HA PERLY AFT DATE TO THE ILLATION CONTRACTOR ALPINE ENCINEERED DL 5.0 PSF DRW HCUSR151 03041149 FURNISH A Y OF 1 0 W SE C Q 5 I ES NC STR UC TURAL PANEL S, BOTT 0 M CHOR D SHALL H AVE A PROPERLY ATTACHED RIGID C E FILING _1 M P ORTANT" HIS DESIGN IN SO A I N Cop 5 IB E I R EVINSTAN F BC PRODUCT S' C 1 0 1 BE RE P 0 N S L 0 AN Y D ATIO FR OM HIS DESIGN: Y PAT L U R E TO BU S 0 M NCE N , H H" '�G'Al' L ILD THE TRUSSE IN NF R A WITH TPI: OR FABRICATI G ANDLING, S P I ITAL ING AND 4 -ENG JB/MMA BRACING F TRUSSES. COTH I SIGN CONFORMS WITH APPLICABLE PROVI I S OF NOS (NATIONAt E SI ON BC LL 0.0 IDSF HC ALPINE 0 1 S OF N I I P P SS S ON I P N D I SPECIFICAT ON PUBLISHED BY THE AMER I CA F OR S AND A ER A OCIAT ON) AND TP AL I E TOT.L D. 55.0 PSF SEQN - 28692 CONNECT 0 R S A E MADE OF 20GA A ST A653 GR40 GAL V TEEL E CE PT AS N IT D A PPLY ONNECTORS TO I 74�� C 0 R S M ISE UC S i X SI P 0 C N C % ". OF EACH FA E I TRUSS, AND UNLES OTHERW I ATED ON THIS OF ON, OSITION 0 NECTORS PER % DRAWINGS 160 A Z, THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpine Engineered Products,Inc. RE SPONS 18 1 L I TY SOL It Y FOR THE TRUSS COMPONE NT OF S I GN SHOWN. THE SUITABILITY AND USE OF THIS DUR FAC. 1.00 FROM KEN fbines City,FL 33844 COMPONE NT FOR ANY PART I CUL AR ED I L D I NO I S THE RE SPONS I B I L I TY OF THE ED I L 0 1 NG DE S IGNER, PER FL Cerli cate of`AuthormatiOn#567 ANSI/TPI 1 1995 SECTION 2, F e SPA I NG 24.0 JREF - 1S03151—Zll (CO1OIA-PLAN 2057 A6) IHIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 4x2 SP #2 N + 2X6 continuous strongback. See HIB-91 section 13.2.3.2. Bot chord 4x2 SP #2 N :132 4x2 SP #1 Dense: Webs 4x2 SP #3 Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nalled wood sheathing. Max JET VERT DEFL: LL: 0.38" DL: 0.14" recommended camber 1/4" Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 1.00. HANGER= SIMPSON'S THA422 FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPER APPLICATIONS. 9-3-12 24" 91-3-12 5X5 W=3X5 1.5X4(R) 1.5X4(R) 3X6 3X3 3X3 1.5X4 III I.5 X 4 111 3X3= 3X3 3X6 5X5 T T 1-0-8 1-0-8 1 4-0 10-I-2 B2 2X4 III 5X5=— 3X6 3X3 3X3 3X3 3X3 3X6 5 X 5 2X4 III W=HS2512 20-7-8 Over 2 Supports R=1122 R=1122 W=3.5" PLT TYP. High Strength,Wave TP195 Design Crit: TPI (STD) 6.10 Q T Y 2 FL/-/3/-/-/R/- Scale —WARNING— TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING, INSTALLING AND --25644 B RACING. REFER TO HID 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TP I (TRUSS PLATE T C L L 40.0 PSF REF R151 I E. 5 ON D Ul 2 1 0 W 5 1 R Y P I INST TUT 83 1 TI 0DWTMADj N 1 7 SAFET PRACTI ES R OR TO P 0 S " 'FR" ' �L ESS 'H ER SE N H 0 ACHED ---ft TC DL 10.0 PSF DATE 02/10/03 ERE RM NG TO E FUN 11 1. DI�ATED, T'P CHORDFOHALIF AVE PH PECILY ATE S UC I E ELS C ON U 0 H P 0 S D E TR TURALL PAN B TT CH RD SHA L AVE A ROPERLY ATTACHED RIGI IL NG, B C D L 5.0 PSF DRW HCUSR151 03041150 _IMP S ST N RTANT— F�RN'SH"A CODY OF THE E G 0 THE INSTAL LATION CONCTRACT'OR: ALNYINE ENGUINEERED A L R TO I IS S I PRODUCT S INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIAT ON FROM TH DE IGN, A F BUIL THE TRUSSES IN CONFOR M ANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING AND D BRAC I N' IF TRUSSES TH IS DESIGN CONFER MS WITH APPLICABLE PROVIS IONS OF NOS (NATIONAL DESIGN B C L L 0.0 PSF HC-ENG JB/MMA E— ALPINE 11-111 F I,AT I ON P UBLIIIED Y TO E AME R ICA N FOREST AND P A P ER AS S OCIAT I ON) AND TP I AL P I N E 2* B TOT.LD. 55.0 PSF SEQN - 28694 CONNECT 0 RS ARE MAD E OF 20GA A ST M A b5 3 GR40 G AL V. STEE I, E XC E PH AS NOTED. APPIL, CONNECTORS TO EACH FACE OF TRUSS, AND UNLESS OTHERW LOCATED ON THE SIGN, POSITION CONNECTOR PER OF IN I Z E E 0 U ISE I ES S DE P CE F P F SI S I E P DRAW GS 60 A . TH S ALL N T IS DRAWING NDICAT AC,-E TAN 0 RD ES ONAL LNG N IRING �9x OR%0'.. 1-0 0 FROM KEN H DUR.FAC. Alpine Engineered roducts,Inc. RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SO11ABILITY AND USE OF T IS % — Haines City,Fl, 33844 COMPONENT FOR AN Y PARTICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER F e JREF - 0 3 15 1 Z 11 FL Certificate ofAuthorization#567 ANS I/rp 1 1 19 9 5 SECTIU N 2 RE SPACING 24. 1 S I I I I I I I I I I � I , I I 1 4 TOP CHORD 4X2 SP #1 'EM42 FLOOR GABLEI BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 THIS TRUSS DESIGNED TO SUPPORT: 628 PLF REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE SYMM I q CONTINUOUS TO FOUNDATION. ABOUTI - I�q4 MA 24" MAX 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 20'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 1-.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 DURATION, OR 47 PSF AT 1.33 DURATION --------L___ I OR - W=3X4 1 6 0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION W=3X4 - AX 8'0" STUD WALL (110 PLF) 17'2" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 7 77-77 7-7-77 7 /J/�:7/ DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 LENGTH AS REqUIRED DRAG LOADS MUST BE TRANSFERRED AND CARRIED - 1 BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING T L- TOP CHORD 4X2 SP #1 SYSTEM42 FLOOR GABL.E. BOT CHORD 4X2 SP #1 WEBS 4X2 SP #3 A) THIS TRUSS DESIGNED TO SUPPORT: 1182 PLF. MAXIMUM UPWARD TOP CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION Y 16 16 8'0" STUD WALL (110 PLF) BOUT 36'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 �1.5X4 1.5X4 1�5X4 1.5X4 1.5X4 3X5 30'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1-33 DURATION -W=3X4- 1-6 M�-o B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF W=3X4- X MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE ------- -/I CONTINUOUS TO FOUNDATION. 777777-7-T�l / / /'/ �7_77-7/'/ / �' 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 8'0" STUD WALL (110 PLF) 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, -.4-4 LENGTH AS REQUIRED OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1.5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE DRAG LOADS MUST BE TRANSFERRED AND CARRIED PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS BY PROPERLY ATTACHED STRUCTURAL PANELS. TO BE STAGGERED. THIS DRAWING REPLACES DRAWING 657,275_ --WARNING.- TRUSSE S REQUIRE EXTREME CARE IN FABRICATING HANDLING, SHIPPING, TC LL 40.0 PSF REF SY42-FLOOR GABLE INSTALLING AND BRACING. REFER TO HIB-91 (HANDLING INSTALL NG AND BRACING), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR., SUITE 200, MADISON, WI. 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED C DL 10.0 PSF DATE 06/25/99 TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HA VL A PROPERLY ATTACHED RIGID CEILING. Jovirl 6A; --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE DL 5.0 PSY DRWG GBLSY42AO699 ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, LL O�O PSF -ENG MLH/KAR HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH el - APPLICABLE PROVISIONS OF NDS <NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE N&AM 7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPL ALPINE CONNECTORS ARE MADE OF 20GA t If . LD. 55.0 PSF ASTM A653 GR40 GALV. STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF ALPINE ENGINEERED PRODUCTS,INC-. TRUSS AND, UNLESS OTHERWISE LOCATED D THIS DESIGN, POSITION CONNECTORS PER t�P* STATE OF N POMPANO BEACH,FLORIDA DRAWINGS 160 A-Z. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE R. FAC. 1.00 .Zq -- .... SE THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THF ...... '.I -L-T AN - OF de 'PACING SEE AROViJE IRISPAONIS.I'L�TIDDF TH UILDNG DESIGNER, PER ANSI/TPI -1995 SECTION 2. TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 ISYSTEM42 FLOOR GABLEI BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 THIS TRUSS DESIGNED TO SUPPORT: 583 PLF MAXIMUM UPWARD TOP CHORD LOAD IS 400 PLF, PROVIDE ANCHORAGE REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. CONTINUOUS TO FOUNDATION. SYMM I � ABOUT 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 24" MAX 24" MAX WO" STUD WALL (110 PLF) 18'0" ROOF SPAN WITH NO OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, OR 47 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 OR 11 6� 0 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) - W=�'Xzt 15'0" ROOF SPAN WITH NO OVERHANG; 45 OR 50 PSF AT 1.25 7L/-7 DURATION, OR 55 PSF AT 1.33 DURATION 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 DRAG LOADS MUST BE TRANSFERRED AND CARRIED LENGTH AS REQUIRED BY PROPERLY ATTACHED STRUCTURAL PANELS. OVER CONTINUOUS BEARING TOP CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 SYSTEM42 FLOOR GABLE BOT CHORD 4X2 SO. PINE #2, DFL #2, OR HF #1 A) THIS TRUSS DESIGNED TO SUPPORT: 1000 PLF. MAXIMUM UPWARD TOP WEBS 4X2 SO. PINE #3, DFL #3, OR HF #3 CHORD LOAD IS 600 PLF, PROVIDE ANCHORAGE CONTINUOUS TO FOUNDATION. REFER TO DRAWING 160Z FOR TYPICAL PLATE LOCATIONS. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION SYMM� 11 8-0" STUD WALL (110 PLF) ABOUT 16" 16 31'0" ROOF SPAN WITH 2'0" OVERHANG; 37 OR 40 PSF AT 1.25 DURATION, MAX MAX OR 47 PSF AT 1.33 DURATION OR 2) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X5 26'0" ROOF SPAN WITH 2'0" OVERHANG; 45 OR 50 PSF AT 1.25 DURATION, OR 55 PSF AT 1.33 DURATION -W=3X4 - : t:j B) DOUBLE MEMBER TOP CHORD, TRUSS DESIGNED TO SUPPORT: 2038 PLF A� MAXIMUM UPWARD TOP CHORD LOAD IS 1300 PLF, PROVIDE ANCHORAGE -W=3x4- CONTINUOUS TO FOUNDATION. 1) 2'0" FLOOR LOAD 55 PSF AT 1.00 DURATION 8'0" STUD WALL (110 PLF) 1.5X4 1.5X4 1.5X4 1.5X4 1.5X4 3X3 2X4 60'0" ROOF SPAN WITH 2'0" OVERHANG; 47 OR 55 PSF AT 1.33 DURATION, OR 37, 40, 45, OR 50 PSF AT 1.25 DURATION. LENGTH AS REQUIRED OVER CONTINUOUS BEARING NOTE: FOR DOUBLE MEMBER TOP CHORDS, CHANGE 1_5X4, 2X4, 3X3, AND 3X5 PLATES TO 2X5, 2X5, 4X4, AND 4X5 PLATES, RESPECTIVELY. 3X4 SPLICE PLATES REMAIN UNCHANGED. SPLICES OF DOUBLE MEMBER TOP CHORDS DRAG LOADS MUST BE TRANSFERRED AND CARRIED TO BE STAGGERED. BY PROPERLY ATTACHED STRUCTURAL PANELS. THIS DRAWING REPLACES DRAWING 657,275B --WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING' REFER TO HIB-91 (HANDLING INSTALLING AND BRACING), PUBLISHED TC LL 40.0 PSF REF SY42 FLOOR GABLE BY TPI (TRUSS PLATE INSTITUTE, 583 D'ONOFRIO DR, SUITE 200, MADISON, Wl. 53719) FOR SAFETY PRACTICES PRIORPTO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, C DL 10.0 PSDI DATE 06/25/99 TOP CHORD SHALL HAVE ROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL - HAVE A PROPERLY ATTACHED RIGID CEILING. .... DL 5�O PSF DRWG GBLSY42BO699 IMPORTANT- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE F ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS ALPINE DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI; OR FABRICATING, LL 0-0 PSF -ENG MLH/KAR HANDLING SHIPPING, INSTALLING AND BRACING OF TRUSSES, DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE t NOL 471 7� AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA : . LD. 55.0 PSF QTA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF STATE ALPINE ENGINEERED PRODUCTS,INC. TRUSS AND UNL SS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER POMPANO BEACH,FLORIDA DRAWINGS i6O AEZ. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL R. FAC. 1.00 ENGI E RING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE ORI X N E FA31LITY AND USE F THIS COMPONENT FOR ANY PARTICULAR BUILDING IS THE ........ SUIT B PONSIBILITY D U PACING SEE ABOVE , I Nz.L�D IRES F THEO B ILDING DESIGNLR, PLR ANSI/TPI 1-1995 SECTION 2. il 1664 ONVNER: Weikel Lot I Hidden Paradise SPECIFICATIONS 03/24/03 BUILDER: BESTCON,Inc. CONSTRUCTION JOB ADDRESS: Lot 1 Hidden Paradise 1.486 Levy Road Atlantic Beach, FL 32233 All Items may not apply.(Mark those either"In Allowance","Owner Choice",Not Applicable"N/A",None. 1.FOUNDATION: Not Applicable-Monolithic Slab FOOTING-Concrete Mix or PSI:NA Slump:NA Width:N/A Depth:N/A Reinforcing:N/A I Numb N/A Spacing:NJA Dowels:N/A Spacing:N/A I Keyway:N/A FROST FOOTING-Concrete Mix or PSI:N/A Slump:N/A Width:N/A Depth:N/A Reinforcing:N/A Number:N/A Spacing:N/A Dowels:N/A Spacing:N/A Keyway:N/A FOUNDATION WALL-Material:N/A If Concrete Block-Size:N/A Concrete Mix or PSI:N/A Slump:N/A Width:N/A Beam Pocket Size:N/A Reinforcing:N/A Number:N/A Spacing:N/A N/A PIERS-Concrete Mix or PSI:N/A Slump:N/A Diameter N/A I Depth:N/A Spacing:N/A N/A Reinforcing:N/A Number:N/A Spacing:MA S-Material:N/A Size:N/A I Spacing:N/A__ Depth:N/A N/A FIREPLACE PAD-Concrete Mix or PSI:N/A I Slump:N/A Width:N/A 7 Length:N/A Depth:N/A N/A_ — Reinforcing:N/A TNumber:N/A Spacing:N/A FOUNDATION WINDOWS:N/A Size:N/A FOUNDATION DOORS:N/A I Size:NIA CRAWL SPACE-Ground Cover:N/A VenW.N/A Access:N/A Drain:N/A DRAIN TILE-Material/Size:N/A Material over Tile:N/A FOUNDATION WATERPROOFING:N/A Vapor Barrier:N/A Foundation Insulation:N/A r R-Value:N/A Found.Bolt/Size:N/A Spacing:NIA Termite Protection:N/A GIRDERS-Material:N/A I Size:N/A Span:N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3/27/2003 CRC-022365 OWNER: Weikel Lot I Hidden Paradise EcOLUMNS-Material:N/A Size:N/A Spacing:N/A 2. FLAT CONCRETE: BASEMENT FLOOR-Concrete Mix or PSI: No Basement Slump:N/A Thickness:N/A Reinforcing:N/A Fill:N/A Vapor Barrier:N/A Finish&Curing Compound/Sealer:N/A HOUSE FLOOR-Concrete Mix or PSI:2500 1 Slump: 3 Thickness:4" Reinforcing:Fibermesh Fill: Sand Vapor Barrier- 6 mil poly Finish&Curing Compound/Sealer: Steel smooth(no curing compound) STOOPS OR PORCHES-Concrete Mix or PSI:2500 T slump: 3" Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:Varies Finish&Curing Compound/Sealer:Broom finish SIDEWALKS-Concrete Mix or PSI: 2500 Slump:3 Reinforcing:Fibermesh Fill: Sand Thickness:4" Size:3'wide Finish&Curing Compound/Sealer:Broom PATIOS-Concrete Mix or PSI: 2500 T-Stump:3 Reinforcing:Fibermesh Fill: Sand Thickness:4" Size: 8'x 10' Finish&Curing Compound/Sealer-Broom DRIVEWAY-Concrete Mix or PSI: 2500 Slump: 3 Reinforcing: Fibermesh Fill: Sand Thickness:4" Size: Finish&Curing Compound/Sealer:Broom IF REINFORCING REBAR-List Spacing:2-#5 at perimeter FOUNDATION BOLTS-Spacing: 1/2" x 10" 32" O.C. Location:At perimeter EXTPANSI JOINTS-Type:None Location:N/A CONTROL JOINTS-Type: Scored Location:Walks and Driveways 3.FRAMING: Framing Labor: Framing includes the installation of mud sill plates; rim joists; floor joists; sub flooring; plates; exterior and interior walls; ceiling joists; headers; rafters; roof sheathing; sub fascia and fascia;bridging;joist hangers; rough framing materials for stair jacks, treads and risers; collar ties; other attic bracing materials; roof overhang and sofitt; rake boards; steel and/or wood girders; columns and posts; sill sealer under the sill plates; sheathing and siding the exterior walls; siding comers; interior and exterior decorative beams and posts; exterior moldings; windows; exterior doors (excepting the garage door); ventilation materials; fin-fing blocks on concrete walls; bracing; stiffbacks; backing blocks; nailing blocks; ffidming for future recessed fixtures; kitchen and bathroom cabinet drops; deck posts; deck girders;deck floor joists and flooring;deck handrail and seating;deck staiijacks,treads and risers. BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 3/27/2003 CRC-022365 2 OWNER: Weikel Lot I Hidden Paradise Framing Materials: Sill Insulation: Foarn Termite Shield:N/A Bridging Material:N/A Joist Hangers:N/A SubFloor Material:N/A Size:N/A Glue:N/A Underlayment Material:N/A 'A Glue:N/A Wall Sheathing Material:7/16"0-S.B Size:4'xg' Comer Brace Material:N/A iding Material: CERTAINTEED Cedar Impressions(front)&Mainstreet(Sides& Size: Varies Roof Sheathing Material:O.S.B. Size:7/16"x 4 x 9 Flitch Plate Material/Size:N/A Bolts:N/A Nails- raining Members:Common or Galvanized(weather related) Siding:Galvanized Windows: 8d galvanized Exterior Trim:8d galvanized Exterior Doors: 12d galvanized finish -- I — I Use Grade& Size Spacing Greatest Span Each Species Size Sill Plate #2 SYP Pressure Treated 2A N/A N/A Box Sill/Rirn Joist N/A N/A N/A N/A I st Floor-Floor Joists N/A N/A N/A N/A 2nd Floor-Floor Joists N/A N/A N/A N/A Ceiling Joists N/A N/A N/A N/A Rafters/Roof Trusses #2 SYP 2z4/2x6 24" 35' Exterior Studs #2 or Better Spruce/Fir 2x4/2x6 16" N/A Interior Studs #2 or Better Spruce/Fir/Steel 2x4/2x6 24" N/A Top&Bottom Plates #2 or Better Spruce/Fir 2x4/2x6 N/A N/A Headers,Windows&Doors #2 or Better SYP 2x10/12 N/A 6' Headers,Garage Door #2 or Better SYP 2x12 N/A 16' Beams N/A N/A N/A N/A Roof Bracing/Collar Ties #3 Utility Fir 2x4/6 N/A N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3/27/2003 CRC-022365 3 OWNER: Weikel Lot I Hidden Paradise Exterior Trim Material/Grade or Species ckness Size Fascia Board Vinyl Soffit Vinyl Siding Comers Vinyl standard comer post Garage Door Trim Vinyl wrapped 2x8 PT Window Trim 3-1/2" vinyl decorative trim Door Trim 3-1/2" vinyl decorative trim Rake Board Vinyl Exterior Beams Vinyl Posts Vinyl Flashing Material:#26 galvanized steel Windows:Aluminum Doors:None Off Ridge Vents: Galvanized steel Soffit Vents:Vinyl Gable Vents:None 4. WINDOWS: Manufacturer/Style:KINCO MARK 50 Material:Aluminum Insulated Glass: 5/8" Screens:Fiberglass Storms:N/A Grilles:Muntins on all windows and sliding glass doors Shutters:N/A 5.ROOFING: Shingles Material:TAMKO Fiberglass Grade:20 year Fungus Resistant Weight/Thickness/Size: Spacing: Nails: 1-1/4" galvanized Felt: 15# ize/Weight: 36"x 15# Nails: 1-1/4" galvanized Roof Edging: 6"pre-painted galvanized steel Step Shingle Flashing: 5"x 5" galvanized Chimney Flashing:N/A Chimney Counter Flashing:N/A Valley Flashing:26#x 18"galvanized Roof Fans/Vents: 6' steel off-ridge BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 3/27/2003 CRC-022365 4 OWNER: Weikel Lot I Hidden Paradise 6. STAIRS: LOCATION JACKS TREADS RISERS I Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A I st Floor N/A 2nd Floor N/A Attic Stairs 22"x 54"x 8'9" LOCATION HANDRAIL BALUSTERS POSTS Material Size Material Size Material Size Basement N/A N/A N/A N/A N/A N/A I st Floor N/A N/A N/A N/A N/A N/A 2nd Floor N/A N/A N/A N/A N/A N/A 7.EXTERIOR DOORS: (Including Storm Doors) Door Brand/Model/Material Size Thickness Hardware Front Generic 6-Panel Metal Y-0" 1-3/4 Stanley Rear/Garage Generic 6-Panel Metal 2'8" 1-3/4" Stanley Sliding/Patio KINCO M50 6'-0" 5/8" insulated 7 Garag ROLL-LITE Model 110 16'x7' 2-1/2" ROLL-LITE Other BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3127/2003 CRC-022365 5 OWNER: Weikel Lot I Hidden Paradise 8.INSULATION: Location Material. Thickness R-Value Vapor Total Sq. Barrier Footage Walls Fiberglass 3-1'2" 11 Tyvek —1650 Ceiling Fiberglass Batt/Blow 9-1/4"/13" 30 Kraft —1700 Rim Joist N/A Floor N/A Other L 9. INTERIOR MILLWORK: Item Manufacturer Style Size &/or Material Doors Generic Hardboard 6-Panel Varies Casing Generic Finger-jointed white pine WMP-256 2-1/4" Base Generic Masonite WMP-623 3-1/4" Shelving Ventilated steel Standard 12" Window Stool Generic Finger-jointed white pine Flat Varies Spindles N/A Beams N/A Door Knobs KWIKSET-Antique Brass Dorian Varies Door Stops Generic-Antique Brass Spring or Hinge Varies Chair Rail N/A Crown Mold N/A Beauty Mold N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F1 32250 3/27/2003 CRC-022365 6 OWNER: Weikel Lot I Hidden Paradise 10. INTERIOR WALLS AND CEILINGS: TABLE I DRYWALL/PLASTER Room Material Thickness Method of No.of Coats Installation Walls Ceilings ALL WALLS Sheetrock Nailed,Screwed and 3 Glued ALL CEILINGS Sheetrock/Popcorn Texture 112. Ceiling Nailed 3 L Finish-Walls: Smooth Finish-Ceilings:Popcorn Texture Other: 1 /2" water resistant sheetrock as second layers in wet area. TABLE2 PANELING Room Manufacturer Thickness Direct to Stud Full Wall or Material/Style or Over High N/A TABLE3 SPECIAL MOLDINGS Room Type Material Size Other: BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 .3/27/2003 CRC-022365 7 OWNER: Weikel Lot I Hidden Paradise 11.CABINETS,VANITIES, COUNTERTOPS,BOOKCASES: LOCATION NIANUFACTURER STYLE TOP BACKSPLASH HARDWARE &/OR MATERIAL Kitchen Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Master Bath Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Guest Bath B #1 Chadwood or Estate Recessed panel WilsonArt 4"WilsonArt None Bath#2 Other: 12.NIASONRY: MORTAR MIX:N/A —7Bond/Pattern:N/A FACE BRICK/STONE, Style/Number:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE BRICK/STONE, Style/Number:N/A Bond/Pattern:N/A Mortar Color:N/A Joint:N/A Lintels:N/A Brick Tie Spacing:N/A FIREPLACE FIREBOX:N/A Size:N/A Ash Dump:N/A I Cleanout:N/A Flue Tile&Size:N/A Fireplace Lining Material:N/A Hearth Size:N/A Mantel: Glass Doors:N/A Combustion Air:N/A STUCCO MIX:Masonry Thickness:5/8 No. of Coats: 3 Finish:Textured Mortar Color/Painted: Per Color Sheet Metal Lath:w/felt Other: Stucco at fown—dation only 13. HEATING: Gas Furnaces shall have an AFUE of 80%or above.Heat pumps shall have an SEER of 10.00 or above and heating season perfon-nance factor of 6.8 or above. Air conditioning units shall have an SEER of 10.00 or above. Type of Heat:Electric Heating Brand Name,Model,Size: Heating Brand Name,Model,Size: Heat Pump/Air Conditioner Brand Name,Model,Size: JANITROL C/U CPKE30-IA A/H A30-05 Evaporator Coil,Brand Name,Model, Size:N/A Thermostat,Make,Type: SECO BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3127/2003 CRC-022365 8 OWNER: Weikel Lot I Hidden Paradise Supply Ductwork Material:Fiberglass R-6 There will be NO dampers(except in grilles) installed in the supply ductwork to control air flow. Insulated supply: Flex-duct R-6 Return Air Ductwork Material:Fiberglass R-6 Insulated returns:Flex-duct R-6 Area Number of Supply's Number of Return Air Other Basement N/A N/A First Floor Second Floor N/A N/A Registers Brand Name,Style,&Number: CODY One-way throw-I I Grilles Brand Name,Style,&Number: CODY Flue Material:N/A Size:N/A Humidifier Brand Name,&Model:N/A Electronic Air Cleaner Brand Name,&Model:N/A Baseboard Heat Brand Name,Model&Numbers:N/A Stove Vent:N/A Dryer Vent:4"metal Bath Vents:3" diameter aluminum Flue Cap:N/A Other: Bath vents in Hall Bath ONLY 14.PLUMBING: Waste Disposal-Public:City of Jacksonville Beach Private:N/A Disposal Field:N/A Water Supply-Public: City of Jacksonville Beach _T Private:N/A Pressure Reducing Valve-Make&Model:N/A Gas Supply-Public:N/A Private:N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3127/2003 CRC-022365 9 OWNER: Weikel Lot I Hidden Paradise Waste Disposal Material Joint Treatment Pipe Size House to Main or Plant SDR35PVC Glue 4" Under Basement Floor N/A Above Basement Floor to Toilets N/A Above Basement Floor to Sinks N/A Above Basement Floor to N/A sump Pump N/A Venting SDR35PVC Glue Varies Flashing of Vents Steel and vinyl N/A Varies Water Supply Material Joint Treatment Pipe Size Main to House SCHD 40 Plastic Glue Y4 House to Water Heater CPVC SCD40 Glue Y4 House to Bathrooms CPVC SCD40 Glue �44"TO 1/2" House to Kitchen Sink CPVC SCD40 Glue Y4"TO 1/2" House to Refrigerator CPVC SCD40 Glue 3/4" TO 1/2" House to Dishwasher CPVC SCD40 Glue Y4"TO 1/2 House to Ice Maker N/A F- Other Gas Supply Material Joint Treatment Size of Pipe Main to House N/A House to Fixtures N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,R 32250 3127/2003 CRC-M365 10 OWNER: weikei Lot I Hidden Paradise Bathroom-Fixtitres Description-Brand Name,Model Number,etc. Master Bath Guest Bath Bath#1 Bath#2 Water Closet STERLING STERLING Elongated Elongated Toilet Seat Church Church Shower LASCO 3442 Tub STERLING 2660 Acrylic Feature Tub Faucet&Control Lever DELTA D- DELTA D- 271 OLHP/H62/A62W 1448LHP/H71/A H 72WH Shower Faucet&Control DELTA D- 1324LHP/1171/A72 WH Lavatory Faucet&Control DELTA D- DELTA D- 2521LBP/1122/A22 2521LBP/H22/ WH A22WH Lavatory BRIGGS China BRIGGS China Feature Tub OCOV-60 Location,Type&Number of Exterior Water Faucets: I @ front comer, 1 @ rear middle Location,Type&Number of Water Stops/Shutoffs: @ all lavatories,sinks,&toilet. Main shutoff @ hose bib on front of house Location,Soft Water:N/A Other BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F1 32250 3/27/2003 CRC-022365 OWNER: Weikel Lot I Hidden Paradise Fixture Description-Brand Name,Model Number,etc. Size/Other Kitchen Sink E1jer C/I 33x22 4 hole 33"x 22" Kit. Sink Faucet/Control DELTA 172WF Chrome Disposal MAYTAG L20 1/3 horsepower Wet Bar Sink Bar Sink Faucet/Control Washer Hook-up STARITE PVC Laundry Tub Laundry Faucet/Control Water Heater RHEEM 8 1 V52DT 52 gallon electric sump Pump Water Softener Other 15.ELECTRICAIL: Service as per specifications from Power Company-Overhead: N/A Underground: 150 amp Panel Box Manufacturer&Size: 150 amp Square D No. of 14/2 Circuits: 5 No.of 12/2 Circuits: 5 No. of Power Circuits: 10 What wire is Copper: Everything except service conductors What wire is Aluminum: Service entrance conductor Conduit Material:PVC Brand Name-Switches:Levington Receptacles:Levington Cover Plates: Levington Maximum Number of Outlets per Circuit 14/2 with ground: 9 12/2 with ground: 5 BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3/2712003 CRC-022365 12 0Vv71WR: Weikel Lot I Hidden Paradise 220 High Voltage Wiring Detail: Item Wire Breaker Size Individual Quantity Size Circuit Stove #8 copper 50 amp Yes Oven #8 copper 50 amp Yes Dryer # 10 copper 30 amp Yes Water Heater # 10 copper 30 amp Yes Furnace Air Cond./Heat Pump #8copper 40 amp Yes Baseboard Heat Recept./Outlet-Other 14/2 15 amp No Temporary Service Low Voltage Wiring Detail: Item Wire Size Transformer Other Door Chimes 22/2 copper 10 VA TV RG59 coaxial 3 outlets Telephone 22/4 twisted pair 2 outlets Thermostat 22/8 thermostat copper A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,Fl 32250 3t27/2003 CRC-022365 13 OWNER: Weikel Lot I Hidden Paradise 110 Voltage Wiring.Detaff: Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights FK,itchen/Nook 20 amp #12 CU 4 4 15 Dinmg/Family 15 amp #14 CU 6 3 6 Foyer 15 amp #14 CU 3 1 0 Hall 15 amp #14 CU 1 1 0 Master Bath 15 amp #14 CU 2 2 1 Guest Bath 15 amp #14 CU 2 2 1 Bath#1 Bath#2 Master Bedroom 15 amp #14 CU 3 2 5 Bedroom#1 15 amp #14 CU 1 1 5 Bedroom#2 15 amp #14 CU 1 1 4 Bedroom#3 Closet#1 15 amp #14 CU 0 1 0 Closet#2 Closet#3 Closet#4 Clothes Washer 15 amp #14 CU 0 1 2 Garage 15 amp #14 CU 1 2 2 BIESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F1 32250 3127/2003 CRC-022365 14 OWNER: Weikel Lot 1 Hidden Paradise 110 Voltage Wiring Detaill ontinued): Location Breaker Wire Number&Type Number of Receptacles Size Size of Switches Lights Garage Door Opener 15 amp 14/2 Cl 1 Garage 15 amp #14 CU I Storage Room Unfinished Basement Attic Bath Fan/Lights 15 amp #14 CU I Garbage Disposal 20 amp #12/2 CU 1 Hood/Fan OR 15 amp #14/2 CU Microwave 20 amp #12/2 CU Dishwasher 20 amp #12/2 CU 1 Ceiling Fan Pre-wire 15 amp #14/2 CU 2 2 Exterior Lighting 15 amp #14/2 CU 4 3 Weatherproof Recept.. 15 amp #14/2 CU 2 tors 15 amp #14/2 CU 5 Electrical Fixtures Supplied and ot in Electrical Allowance: Item Brand Name&Model Number Wire Size Quantity Dining Room FURNISHED BY OWNER I Breakfast Nook Progress 4609-30 1 Foyer Recess with open trim I Rear Wall Bracket Progress 5602-11 1 Master Bedroom Closet 4' 2 light wraparound I Bathrooms Progress 3114-15 4 Bedrooms Progress 4609-30 4 Halls,Closet or Laundry Progress 3408-30 2 Garage 4' 2 light wraparound 2 Kitchen 4' 2 light wraparound I Garage(front wall bracket) Progress 5846-11 1 Front Porch(O/H) Progress 5805-11 1 Kitchen Sink(O/H) Recess with open trim 2 U BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F1 32250 3/27/2003 CRC-022365 15 OWNER: Weikel Lot I Hidden Paradise 16.PAINTING: PAINT,EXTERIOR: COLORWHEEL CW#300 Number of Coats:2:N/A Siding: Vinyl Trim:Vinyl Doors:Owner's Choice Windows:N/A Deck:N/A Garage Doors:To Match vinyl trim Caulking: Siliconized Acrylic PAINT,INTERIOR:COLORWIMEL CW#200 Walls of Finished Area: Swiss Coffee L-4 Number of Coats:2 Walls of Papered Area:N/A Number of Coats:N/A Ceilings: Popcorn texture Number of Coats:N/A Garage Walls: Swiss Coffee L-4 Number of Coats: 2 Basements Walls:N/A Number of Coats:N/A Floors:N/A Number of Coats:N/A Ceilings:N/A Number of Coats:N/A Paint and Number of Coats Interior Millwork: COLORWHEEL CW#350 2-coats Swiss Coffee L-4 Stain,Finish,and Number of Coats Interior Millwork:N/A Paint and Number of Coats Cabinets:N/A Stain and Number of Coats Cabinets:N/A 17. GUTTERS AND DOWNSPOUTS: NONE Material:N/A Ga e or Weight:N/A Size:N/A Number of Downspouts:N/A Splash Blocks/Downspout Extensions:N/A Other BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,FI 32250 X27/2003 CRC-022365 16 OWNER: Weikel Lot I Hidden Paradise 18. CERAMIC TILE: LOCATION FLOOR WALLS BACKSPLASH TUB/SHOVirER OTHER COUNTERTOP Kitchen/Nook VINYL Master Bath VINYL Owner's Choice To 7'-0" AFF Guest Bath Bath#1 VINYL Owner's Choice To 7'-0" AFF Bath#2 Foyer C/TILE Laundry VINYL Method of Installation: Floors: Thin set over under underlayment Walls: Tbin set over 1 /2" MR Sheetrock Grout:Owners'Choice Other 19.SPECIAL EQUIPMENT: (Not Included Elsewhere) Garage Door Opener Brand Name&Model:Pre-wire ONLY Attic Fan Brand Name&Model:N/A Skylight Brand Name&Model:N/A Roof Ventilator Brand Name&Model:N/A Smoke Detectors Brand Name&Model: Firex 4418 w/battery backup Intercom Brand Name&Model:N/A Style&Number of Speaker Outlets:N/A Number of Telephone Outlets:2 Number of Television Outlets:3 Burglar Alarm Brand Name&Model: N/A Other: BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F1 32250 3127/2003 CRC-022365 17 OWNER: Weikel Lot,1 Hidden Paradise 20.LOT GRADING and LANDSCAPING: Lot will be final gaded for proper drainage after or near co!!!Rletion f the house. Square footage and type of sod:3,000 SF of Floritam.St.Augustine Number and species of plants: 30-3 gallon plants(species varies with availability) Yardage and type of mulch: 4 yds. Cypress Other: 21. SURVEY:Final survey shall be given to Buyers at closing,showing all improvement locations. 22. ALLOWANCES: ITEM Manufacturer and INSTALLATION Model/Style DATE(Tentative) Wallpaper,Materials,&Labor N/A N/A Floor Coverings-Carpet Portico-Monte Carlo, N/A Fascination or Illumination Floor Coverings-Vinyl Armstrong-Memories N/A Range MAYTAG CRE 9400CE N/A Dishwasher MAYTAG DWU7402 N/A Hood vent MAYTAG H 304RA N/A Disposal MAYTAG L20 N/A Garbage Compactor,Refrigerator N/A N/A Cabinets,Vanities,Countertops,Bookcases See Above N/A Electrical Fixtures Other Than Above N/A N/A Mirrors, Shower Doors,Bath Hardware,Medicine Cabinets Lee-Rowan&Omni N/A Landscaping: Shrubs,Seeding,Seed Bed Preparation,Fertilizing& See Above N/A Labor N/A N/A N/A N/A N/A N/A 23.PORCHES,DECKS, GREENHOUSE:N/A 24.MISCELLANEOUS:N/A BESTCON,Inc. 2440 South Beach Parkway Jacksonville Beach,F1 32250 3/27/2003 CRC-022365 18 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD SO ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00030478 Date 6/02/05 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . MISC. REPAIR Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------- ----------------- BOB WALL DUTCHER ELECTRIC INC 1122 NORTH 3RD AVENUE JAX BEACH FL 32250 (9 04) 24 1-5 8 0 0 ---------------------------------------------------------------------------- Permit ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 0., C lak BUILDING OFFICIAL UFrY OF ATLANTIC BEACH YLECTRICAL PERMIT APPUCATION D.t.- OwntT-- 7Y 7—tIS-1 9 �2 Ll _S-Y(2 0 in=msucrabm at permo-pvtm for doR;ag#w womas-4cwmbw mthr-above smacmeaL.we he=*aw=to!pcAmmELsaW work iu I docawawicr-wuh d==acbcd pLam aid spmaficaum&wbi&a=a p=h=upf aud ia aw"dm=wit&dw�chy-a.,ALL"�_3,=-h U New a Cl Tcm u N�w P_ -a aid a Camm=-iaL Eacrmse, cl R---wire- ZL AAdiffum- Sq_EL RepAir CoDduc�Size-- AXES- RAU I PH VOLT WAY Existiag- scrvicu_- t SiZL AWS 1 PH W VOLT WAY i No- SIZE CONCEALE-D- OPEN CONCEALE14 ff-V ANOS Incaffliescm J Fixed Air H.PIRATNG fLP RAT ml CERING FW-IMAT CONOV.NfUrOR OTHER MOTM Amn IMAT _4 04 tip. VOLTAGE f4i -S NO. -OVER I ap, pli KE�xv KVA KVA Ea. si miscellancott's olby",e je, oi&lualc F'ho?te_("4)247-iSJlJ4K. Fat: ("4)2r__qW. bttp,:,Alww-w.ci,2ttantk-beaich�lLus CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 C E R T I F I C A T E 0 F 0 C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 3/10/04 Parcel Number . . . . . 170704-0010- - Property Address . . . 1486 13EGONIA ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . . TO BE UPDATED Owner . . . . . . . . . Contractor . . . . . . BESTCON, INC. 904 246-3747 Application number 03-00025831 000 000 Description of Work SINGLE FAMILY RESIDENCE Construction type . . . Occupancy type . . . . Flood Zone . . . . . . Approved . . . . . . . Buiiding Of f icial-'-�. VOID UNLESS SIGNED 13Y BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: a I t� I A- T-f-)C, Contractor Name: - (%_(;� Permit #: Property Address: Legal Description: cltd tn Pet i-6vt_( 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: ?"S'ingle-&�� - Commercial - Other: Lowest Floor Elevation: 1 1 , () I I , C_:-) -I Required As Built Thefollowing must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. _7T—_ Public Works o I/- - Planning Dept. e3- 0-'7' -04 Building Dept. 3 1 Final Survey with FFE Yes No All Re-Inspect Fees Paid Yes No CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: 71'�M/-/tj dWe&�?a- Flood Zone: Required Lowest Floor Elevation: 0 If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinance affectin7Z development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Departmed-Representative Revised 1/17/03 Mat, 9. 2004 1 �0 1 PM BESUM Ific. No-32F P- 2 FROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 Mar. 09 2W4 t0*04AM P2 AUP SHOWNG BouNDARY suj?vFY OP LOT I AS SHOWIV ON MAP OF HIDDEN PAPADISE AS R9C== IN PLAT BOOK 64, PAM 97 71411tour-H 079 Cw THE CURRMT Pusuc RECOPm.or owvAL cvjNry, FLOIWA. .FOR: HAS== UQJCw- 99—nugg StMM 41M ON NW-—0E--W=HMMK G THE VJX AS SHOWN M W AM LeMOM PLAT. affAlloS SHOWN I.!M!ZERS TO HAnONX ff,03=VMCAL I)Alkllf. BEGONIA STREET (501, R/w) 1 E 90.40 WwIT VVYL FENKICE m -7 0 u N 0 0 PAD UJ 0 0 - F- o (0 Z< < 0- d3 -o lv < TORY FRAME RESICIENCE Y. 0 0 FIN FL EL (11.577) 5. om 0 2& QD a. > w ilk pw N01w1-V11"wjw 0.03, 1w PRIVAU O"ANAM 1"V CA CASEMENT ON CONCRETE PAO L O.Y 2 L U 1 HNAL SURVEY:02-28-04 NOTE: FOUND ALL CORNERS. LtMYCERIWY T"T THIS 1. a $M\9Y.PIEWORMED UMXR MY f4:UPoN3tW-E Oft(MON MEETS " LEGEND; NO" CHNCAL STANDARDS FOR LAND VURWYORS IN A0=0ANCE WITH CHAMR GIG17-6, FLOF40A Awl"Amf Cout (PURq-)ANT To SECMON 4-7ZO27. FLORIDA 'ZOTAILITES1 AND FU*TMER CERTIFY 7).(AT -W'MENT T14M AIM NO VMMA 914CROACHMEWS VPON THE SUkWLU I PfWF9M EXEEPT AS SHOW- RON-ID IJLL May m LEON 11 lwq 'LVM"ONDOW AW�TO UC WOVIN ILOOD QARMN AND AWMAlft 'INC, L AM LMIW SWAM FMM IK FWW OMAMCK RATE 1543 UALM AVL. AMICSONW-LE,FL, 32207 CH - - VAP&OMMUNITY PANEL 90 120075-0001 D DATEO 4-1.7-M, R SURVEYM -FEBRU68Y 28 2004, POINT OF COMMVE SCALE:--if- 2o' RECIPM Vdllw -VIAY M.U., w RMIL42 CONCOM PIP9 FIMO 500K 677 "k-4r mm rusm(umAm wft" JOSE A. f WIKS 19 FAM "7111 ---;--Received Time-Mar. 9.i-,) 1 ,17QR"EYAwv"wTwwTE- Mar , 9 . 2004 1 :OOPM BESTCON, I n c 'No ,3 2 87 P - I —7 4400 Marsh Landing Blvd Suite 6 Ponta Vedra Beach, Fl. 32082 Phone: 904 246-3747 BESTCON Homes Fax: 904 246-7126 To., Jenny From Karen Fac 21 Doft; 03/09104 porn: 1 RIK IHP C3 Please Reply,it Mwked Here is the final floor eievation for 1486 Begonia. Please let me know I you neW anything else. Thanks Karen HAVE A GREAT DAY! CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025831 Date 3/10/04 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . NEW SFR 2486SCHG, 1117RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 187000 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . H20 MANAGEMENT, INC. Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date . . . . 12/30/03 Valuation . . . . 0 Expiration Date . . 9/06/04 ---------------------------------------------------------------------------- Special Notes and Comments OWNER MUST HIRE PLUMBER TO INSTALL BACKFLOW PREVENTER AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY. PER: D. KALUZNIAK PW Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---- ------ ---------- Permit Fee Total 50 . 00 50 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 50 . 00 50 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AMD 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. BUILDfNG OFFICIAL VYNAMC]CLxCirmco INC. ST.JoHN*15LUrr JACUNCH"LLFLIFL 32246 Date: 510� Mr. Don Ford City of Atlantic Beach Inspection Department 800 Seminole Road, Atlantic Beach FL 32233 Don — We respectfully request that temporary power for the new BESTCON, Inc. home con- structed at the address listed below be turned on for a period of thirty (30) days for testing purposes. We will be responsible for anything that may occur due to the energizing of the service prior to the Certificate of Occupancy, and the approval and completion of the job. Yours truly, APpRoVeD CITY OF ATLANTIC SCACH Gary Perkins ISUILOING opp,CE Dynamic Electric, Inc. JAN 0 7 2004 Re: Hy. Residence: Svc Address: 148L 3=iaYJ 0%1111111111J., y 14,,: Permit #: i - s, iv g" 2 760,'0� Dr)092737 Onded DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX: (904)247-5843 SUNCOM:852-5834 http://ci.atlantic-beach.R.us PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: Address: Lf --A 7-5t Project: u Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. x"'Vour permit application has been reviewed by the Public Works Department and the following items need attention: --�a7 r7t1a dr; ai6a':�(e / be -<-Tow17 oio e)r�&f f4z:d a QQf)/J Ycol, ff1d d - e and- a-tlx-l- Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date 4114,95 Signature Contractor Notified Date �J /62 10 CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX(904),247-5805 SUNcoNt.a52-5800 http://cLatiantic-bcach.fl.us sllald��oelpaop�clln Pent Date. pa#lek---------------------- ---------------Fa��Alo--*----- ------------------ ---------------------------------- May- 5, 2003 11 :48AM BESTCON, I n c, No.4645 P- I FROM :Q-WSON & ASSDCIATES FRX NO. -904 396 2633 May- 05 2003 M21AM P2 M" SHOWING PLOT PLAN OF LOT 1 As SHOWN ON MAP OF HIDDEN PARADISE: AID 14MORVILD IN FLAT ROOK S4, PAOES 97 THROUGH 979 OF THE CUMENT I)BUC RECORDS OF DUIAL COVITY, FLCMDA- L2 FOR: BESTCON. INC MMMM' RAKM SM" ON F KRZON M-r—OF—WAY UNE -ME SAW Vq SdOW ON THE ABOVE!AFNTIONED PLAT, C7 ..............1:2� BEGONIA STREET (50' RIW) Sol:=l E 90.40' VADE WOOORM UGHI P "W"-4 -, (D—Ax (DI"QAK 0 'O—AK'' A'bAY C) cq < Vo lum all. 1 0 o r7Z-1 EJA/C PATIO z Lj I g roAx IF OAK rQAK 0 , G 0 PROPOSED DWELUNG X F*4 FL EL (11.0) 10' r p erlo 0 (0 OD 4; &7. Z4'0OLfflUQ s-OmQ 16-00UME I-PALM OAK Q OAK(D rOA'l Ir w 09.03" Nit JZ'OAK 10' PFWATE DRAIMAOE— EASEMENT I;X IO' A�EASE6frNT W/TRANSFORMER ON CONCRETE PAO L 0 T 2 L 0 T 3 4-10-20W REVISED LOCA'nQN OF PROP DWELUNIG 3-10-2003 REMSED LOCAVON OF' PROPOSED DWEWNG LOCATED. 1. ALL 6' OR L^RQM TREES 2- ALL 4!* & Sw TRIEES VATHIN 15' OF SIDE &—REAR LOT UNES WIL TIM LOT SHOYM HEREON APPEARS TO LIE VATHIN FLOW zopscw . ,- X__ AS M&LIM MW IM FLOM PISURANVE RATE UAVS� 66W"WTV PANEL_fflL.12=A__0QMV DAnf)4-17-89. PREPARED BY: CLikJW0X AND AMOCIATM. INC. DATE FEDRUARY 1.;� 2003. PROFFESIONAL LAND SURVEyORS SCALE-._I" = 2()' 16AS NALDO AVENLIC, JACKSONVUE, FL, .3=07 �J\j CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00027449 Date 12/30/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . IRRIGATION Application description . . . IRRIGATION/SPRINKLER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON INC. H20 MANAGEMENT, INC. 3731 C.R. 220 ATLANTIC BEACH FL 32233 MIDDLEBURG FL 32068 (904) 282-6413 ------------------- --- ----------------- ------- ------------------------------ Permit . . . . . . PLUMBING PERMIT Additional desc . . PD FOR ON PERMIT 425831 Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 12/30/03 Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER- "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: J!J8'(� OWNER OF PROPERTY: 'ji;09�L60 16 TEL. f;2 q& 3-2q PLUMBING CONTRACTOR: CONTRACTOR'S ADDRESS: STATE LICENSE NUMBER: TEL "Rd HOW MANY OF THE FOLLOWING FIXTURES RE-PIPED OR NEW _SD;KS SHOWERS LAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWER PANS —SEWER . WATER RE-PIPE (LIST FIXTURES BEING REPIPED) b--'�OTHER TOTAL FIXTURES: X$7.00 +$35.00= A NffNimum PERNfIT FEE: $35.00 SIGNATURE OF OWNER: SIGNATURE OF CONTRACTOR. INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS -(904) 247-5826. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025831 Date 10/07/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . NEW SFR 2486SCHG, 1117RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 187000 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 24 6-3 747 --------------------------------------------------------- ------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc 200AMP, lPH, 3W, 240VOLT NEW SERV Sub Contractor DYNAMIC ELECTRIC COMPANY Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- - ------ - -- -- - ---- -- - -- -------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT 13E PLACED IN PU13LIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJEC`Ir0 REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH, FLORIDA ELECTRICAL PERMIT APPLICATION DATE: .003 TO THE C16F ELECTRICAL INSPECTOR; IMPORTA14T NOTICE: IN CON$LDERATION OF PERMIT GIVEN FOR DOING THEWORK AS DESCRIBED 04 THE FOLLOWING, WE ffFOBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATT ACITED PLANS AND SPECIFICATIONS, WHICH ARE A PART HlREOF, ANr, IN ACCORDANCE WITH TFI-E ELECTFCCAL REGULATIONS, CODES NNI) CITY OF ATLANTIC BEACH ORDINANCES. ELECTR.ICAL CONTRACTOR: i y 724 SY-7 MASTE�ELECTRICIANS SIGNATURE:---e��.*,te4"�7 OWNER,OF PROPERTY; /7 JOB ADDRESS: RES.( I��APT.( COMM.( PUBLIQ INDUS.( NFW(e-)- C)LD( REW.( ADDITION( ) TRAILER( ) TEMP.( ) SIGNS( ) i $ERVICE: NEW(tj-�INCREASE( ) REPA!!�(__j___________ CONDU(TOR SIZE AMPS: COPPER AL j ) FEFS QfAMPS PH C�*540 1 SWITCHbR BR.EAKEy--rA—e VOLT I RACEWAY EXIST. SERV. S17E ANVS_ t — PH W VOLT ] fLkC5WAY 1FEEDER$ NO. SIZE NO. SIZE NO. SIZE LIGHTIN 0 OUTLETS CONCEALED OPEN' -4 TOTAL i RECEPTACLES CONCEALED OPEN 31,100 SWITCKS INCAN-D�SCENT FLOURF,$CENT&M,V. FIXED 1 0 100 AMPS. APPLIANCES BELL TRANSF. AIR H.P. RATING' H.P.RATI`N(j KW-HEAT— CON-DITJONING COMP. MOTOR OTHER ME)TORS AMPS HEAT 0 VER MOTOR� H.P. VOLTAGE PHSt NO. iH.P. VOLTAGE_ PHS LNnELS(CELLIANEOUS ER 600V OVER 600V TRANSF611MERS: NO. IKVA NO. NO.NEON TRANSF. NO MA I MOTOR -3��Fffl-22T, ITCH FLASHERS EACH SION 7- 800 Seminole Road-Atlantic Beacb.Florida 32233-5445 i Phone. (904)247-5800# Fax: (904)247-5845* http://www.ei.atiantic-besch.fl.Los CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025831 Date 9/29/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . NEW SFR 2486SCHG, 1117RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 187000 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 24 6-3 74 7 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Sub Contractor . . CHAPPELL HEATING & AIR Permit Fee . . . . 87 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- - --------- ----- -- --- Permit Fee Total 87 . 00 87 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 87 . 00 87 . 00 . 00 . 00 0 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM TI-IIS 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 MECHANICAL PERMIT APPLICATION Pate: Owner of Property: Job Address: 6 f-3 e IA- o/v 1', 1-/ Contractor: r- HY9 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 d practice listed therein. 111. GENERAL INFORMATION A. Typp4f heating fuel: B. 2" Electric IS OTHER CONSTRUCTION BEINU DONE ON THIS 0 Gas: —LP —Natural —Central Utility BUILDING OR SITE? 13 Oil 13 Other-Specify IF YES,GIVE NUMBER OFgfY71ON PERMIT IV. MECHANICAL EQUIPMENT TO BE _,NATURE OF WORK ff Residential or Commercial INST LLED i-�-�ew Building 0 ovide complete list of components��oack of this form) L3 Existing Building C :Z.at _Space _Recessed —Central Floor U .eReplacement of existing system UJ ,-Air Conditioning: Room Central iY New Installation(No system previously installed) W Duct System: Material T�ickness 0 Extension or add-on to existing system Q Refrigeration Maximum capacity.---..Z A 0 6 fin 0 Other-Specify— L3 Cooling tower: Capacity m U Fire sprinklers: Number of heads (J Elevator: _ Manlift_Escalator_(Number) THIS SPACE FOR OFFICE USE ONLY U Gasoline pumps _(Number) (Received) U Tanks umber) 0 LPG containers —(Number) Remarks Q Unfired pressure vessel Q Boilers Permit Approved by_ Date_ LI Other-Specify Permit Fee LIST ALL EQUIPMENT AIR CONDITIONING AND REFRIGERATION EQUIPMENT Number Units Description Model Number Manufacturer Capacity Approving (Tons) Agency &'71,)1216 V e 'ZZAR r -44 et C BEATING-FURNACES,BOILERS,FIREPLACES Number Units Description Model Number Manufacturer Capacity Approving (BTQ Agency 76,261:0 V1 7227WE' Z!tj 'd L't TANKS How Many Nominal Capacity Type Liquid Nameof Serial Approving And Dimensions Contained Manufacturer No. Agency 800 Seminole Road e Atlantic Beach,Florida 32233-5445 Phone:(904)247-5800 e Fax:(904)247-5845 e http://www.cLatlantic-beach.ft.us 1/14/03 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025831 Date 7/24/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . NEW SFR 2486SCHG, 1117RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 187000 Owner Contractor -- ----------- ----------- ------------------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc INSTALL 18 FIXTURES Sub Contractor DON HARRIS PLUMBING Permit Fee . . . . 161 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 161 . 00 161 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 161 . 00 161 . 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 � 3 CITY OF ATLANTIC BEACH APPLICATION FOR PLUMBING PERMIT JOB LOCATION: OWNER OF PROPERTY: TEL,,;;" 0 PLUMBING CONTRACTOR: DON 1-1 AF 0 JACKSC-f"v�i� CONTRACTOR'S ADDREU- 4 (9U4) 772- 0900 STATE LICENSE NUMBER: TEL. HOW MANY OF THE FOLLOWING FIXTURES SINKS RE-PIPED OR NEW SHOWERS ILAVATORY WATER HEATERS BATH TUBS DISHWASHERS URINALS DISPOSALS "IS CLOSETS WASHING MACHINE FLOOR DRAINS SHOWERPANS SEVlvrER -WATER RE-PIPE (LIST FIXTURES BEING REPIPED) OTHER TOTAL FIXTURES X$7.00 +$35.00= MINIMUM PERMT FEE: $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 ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025831 Date 5/07/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . NEW SFR 2486SCHG, 1117RAD Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 187000 Owner Contractor ------------------------ ------------------------ BESTCON, INC. 1484 LAUREL WAY ATLANTIC BEACH FL 32233 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 721 . 00 Plan Check Fee 360 . 50 Issue Date . . . . 5/05/03 Valuation . . . . 187000 Expiration Date . . 11/01/03 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . CITY RADON SURCHARGE .27 CAPITAL IMPROVEMENT 325 .00 ST CONSTRUCTION SURCHARGE 11 . 18 AB CONSTRUCTION SURCHARGE 1 .24 STATE RADON SURCHARGE 5 . 30 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 530 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 721 . 00 721 . 00 . 00 . 00 Plan Check Total 360.50 360 .50 . 00 .00 Other Fee Total 2242 . 99 2242 .99 . 00 . 00 Grand Total 3324 .49 3324 .49 . 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 PERMIT CALCULATION SHEET Date: 01� Address q 12 -7 _k 0,F., — Heated Square Footage @ $ per sq ft= $ Garage Shed @$ per sq ft= $ Carport Porch IA., @ per sq ft = $ Q'p pi. Deck L @$ per sq ft= $ Patio 0 @ $ per sq ft= $ TOTAL VALUATION: $ Total Valuation V, $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: JQS- -2- + 1/2 Filing Fee $ FLOOD ZONE: (o) Fireplaces @$35.00 $ IMPERVIOUS SURFACE: SOX BUILDING PERMIT FEE $ WATER IMPACT FEE $ 6-30 SEWERIMPACTFEE $ /.2 ro WATER METER/TAP $ CAPITAL IMPROVEMENT$ 3 SEWER TAP $ - 0 C (11(h RADON HRS .0050 $ SECTION H PAVING ( ) $ -0 - CROSS CONNECTION $ 35-- STqqj4) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 3T- A.)6 tj DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 Bathroom group consisting of water close�lavatory, Bidet and bathtub or shower 6 1 -2— Bathtub(with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory I Dishwashing machine,domestic 2 Drinking fountain/Icemaker Y2 Roor drains 2 Hose bib I Kitchen sink, domestic 2 Kitchen sink,domestic with food waste grinder andlor dishwasher 2 Laundry tray(I or 2 compartments) 2 Lavatory 1 Shower compartment domestic 2 Sink 2 Urinal 4 Urinal, 1 gallonper flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closeL flushometer tank,public or private 4 Water closet,private installation 4 Water closet public installation 6 TOTAL NUMBER OF UNITS: 1Z MULTIPUED X 20 TOTAL$ 5-30 CrrY OFATIANTIC BEACH 800 SENUNOLE ROAD An.A2MC BEAM FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904)247-5805 SUNCOW 852-SBW http://cLadantic-bcach.fl.us 7 7 -------va#o�l---- -------------- ,Of-- �tarcnCzf3'+" - ? 4 G - --� I Fax,,/Vo---- ---- ------------ C/r ------------------------------ - -- ------------ h(As affruyra Puork�s hA -s In 9 cv o-, Ill. Energy Code hilbrination: I Is the current energy code form completed properly and signed, RW DEPMAL CHECKLIST FOR ONE&TWO PA Afil-Y DWELLINGS correct climate zone and correct jurisdiction? (FW 13-W) Yes -"No N/A 2. Does conditioned square rem area on plans in&"square fed NOTE. DRAWINGS REQUIRED TO BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? yes ,.,No NIA AND DETAIL-TBC 104.2.1) 3. Is dke"V value between common walk showu? Yes /No N/A (FBC 13-4602.IABC.1.1) 4 Is the"R"value for added insulation on exterior walk shown? yes /No NIA PLANS EXAMINER: -bo/J , 0XV DATE: V- 2 5� -7S 5' h the"R-value for ceilings shown? (FBC 13-604.IAW.1) 'Yes --"No NIA 6. li the IR"vehis for raised floors shown? (FBC 13-05) Yes I/No N/A OWNER* 3rs JOB ADDRESS:&K UW014- 7. Are Energy Credits Claimed? Yet-"No NIA A. Attic Radiant Barrier Credit (FBC 13-607.IAA) Yes No NIA- CONTRACTOR: ;3#-s rco P PHONE NUMBER::1 Y(- 3 7 13, White Roof Credit (FBC Yes o NIA-� C. Programmable Tbermostat (FBC 13-600.2A.3.5) Yes v1N, WA$K (CIRCLE) 1. Surver IV Foundation Plow I. Is a specific purpose survey submitted? Yes J,/No N/A I Are all lootings shown.Moiling interior hearing walls, 2. b correct Flood Zone shown? Yes ;Ao NIA Column pads and concentrated loads? Yes%I No NIA 3. Are existmg grade elvivitions shown for structures loomed 2. Am all loostions of vertical mitilorcoment and anchor bolis shown? Yes u/No NIA inan"A"or"V"zow? Yes No NIA 3. Are all elevation changes in dab shown? Yes,/ No NIA 4. On lots in multiple flood zoncs.am flood zone Jim indicated? yes NO NIA 4. Is minimum Comm PSI shown? Yts;/ No WA S. Is property in a flood way? Yes No NIA S. Is slab reinforcement shown? Yes NIA 6. Is flood way line shmm? Yes No WA A. Wire mash a=and gaup? ym��ro N/A B. Fibelmesh rainfi3rcelotat? Yes N/A 6. livaporbarriar.minimum6nul.sho"? (FBCJ909.2) Yes No NIA 11. Structure Code Compliance: 7. Is minimum slab an grade thickwas shown?(FBC 1909.1) Yes /No NIA 1. Am plans tested,by architect or engisca? Yes%/No N/A a. In type ofsail tromment for termites shown?(F8C is 16) Ycsj/ No WA A. Am structural calculations submitted? Yes /No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? VBC Figure 1606) Yes :/No N/A Strength ofnot less than 2300 PSI at 29 days? (FRC IM.5.1) Yes po'No N(A 3. Is exposure category shown? (FW 1606.1.8) Yes No NIA to, IfpiIc ftnuistion shown.is Scaled Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes No NIA (PSC 1803.1) Yes No NIA S. Am pressures for wind loading on cmponents and c Shown per FBC 1606.2,5? Yes No N(A 6. Are pressures for wind loading an components and cladding V. Typical Wall Sectim. Shown per FOC 1606.2.57 Yes No NIA 1. Is finished grade shown? Yes WIN. N/A 7. Does structuromean"irements ofFW Table$00 for number of 2. Is minimum floor clevadon showo? Yes&1/No q� NIA mories and allowable med? Yes No NIA A. Minimum 11-above adjwAnt grade? Yes No NIA L Does structure mom Fire Resistance Ratings ofFBC Table 6DO B. Flood protection olovadon? Yes No NIA for structural clemon"? yes No NIA C. Bass flood clevation? Yes N r o NIA 61-1 9. Am plans designed per SSM 10-M Yes _.*a N/A 3. Is minimuni footing depth berimuh finished grade shown? Yes k.)NO NIA A. Are all appropriate charts and tables shown? Yes No N/A-� (FBC 1804.1.3) B. Am all appropriate requirements curled at highlighted? Yes No NA 4. Are all footing sim shown? Yes N/A 10. Ara plans designed per"Guide to Concrete Masonry Residential S. Are all hofizontal reinforcements shown? yes �^No NtA Constructim in High Wind Aress-7 Yes No N/A 6. is vertical reinforcement shown? Yes- No v"NIA A. Are all appropriate charts and tables"wn? Yes No VA 7. Masonry ommuctiou. B. Are all appropriate requirements circled or highlighted? Yes No N/A A. Is attenor wall finish shown? Yes No NIA 11, Are plan"pod per"WPPC Guide to Wood Construction in B. is interior fiffring iatum? Yes No N/A High Wind Arm? Yes /No NIA C Is exterior wall insulation shown? Yes No NIA%o A. Are all appropriate climb mid tables shown? Yes w No NIA D. b exterior wall finish shown? Yes No NIA 8. Are all appropriate requirements circled or highlighted? Yes /No NA 8. Wood From Construction 12. Are plans designed per"AF&FA Wood Frame Construction A. Is stud size,spacing.grade and hunber species shown? Yes No NIA Manuel for One-and Two-Family Dwellings.High Wind Editim'? yes No N/A B. Ii exterior sheathing(type and thickness)down? y NIA A. Are all appropriate charts and tables down? yes No NtA C. Are nailing requirements(size and spacirW shown? Ycess �Nt N/A B. Are all appropriate requirements circled or highlighted? Yes No NIA (FBC Table 2306.1) D. h exterior wall finish shown? Yes %1No NIA 15. Does bedroom opeo directly too garage? YCS No V-N/A E. Is interior wall finish shown? Yes.0' No WA 16. Oocs the numberofbadmoms shown onplans watch the number F. 1-minim mi dearsuce between wood siding and finid" of bedroom shown an die application? Yes,./ No MA grade""7 (FW 2304.2.5) Yes 4o N/A G. Are shear well segments shown? Yes %)No NIA 17. Iis Designers mune and address shown on plans? Yes /No MA A. Type ofbold-downs sho"? Y N N/A is. Do egress doors and landinp comply with FBc 1012.1.3 9. Are ocilinS heights shown? ffW 1202.2) YeeS5�/' 0 N/A and FBC 1012.1.5? Yes,./No NIA 10. Are all hurricane anchorage and hold-downs specified mW labeled? Yes :�PNO. N/A 19. An habitable moms shown with the minimum light and ventilation ]I. Is celfing OW id-am,&ywall thielouss? Yes ,/No N/A requirements of`FBC 1203M Yes VNo NIA 12. RooffrnminS 20. Are Prage doors,Windom and other openings shown a meeting A. Are angineenxi wastes shown? Yes )No N/A wind W requirements for components and cladding per FBC 1606? Yes,/No NIA B. Am conventional fiame rafters used? Yes No N/A 21. Does floor plan show fimlace? Yes. No 00,N/A 1. Rafkar size shown? Yes No NIA 22. Are stair details,shown? Yes �No N/A 2, Species of hunber shown? Yes No NIA A. U mininium stair width shown? (FBC Table 1004) Yes No A 3. Grade of lumber"we? Yes No MA B. Am and and riier sizes"we? (FW 1007.3) Yes No C. TMofroofsheedogshown? Yes /No NIA C. Do spind stairways Comply with FDC 1007.8.2? Yes I :,No 4, 1. Thicimess;of roof shooting shown? Yes ;(,No NIA D. An required landing sho"? (FBC 1007.4)? Yes V No WA 2. Grade ofrool'sheating shown? Yes Z/No VA E. Is required headroom clearance shown? (FBC 1007A) Yes V/No N/A 3. Nailing pattern afroofsheetut;shown? Yes--'No MA 23. If floor plan shows mixed construction,in mixed (FBCT"2306,I) Construction details shown? (may require engineering.) Yes- No MA%I/ D. Weight ofDry-In hlt shown? Yes -)N. NIA 24, Ifrequited,are tenant sapsnations shown? Yes No NIA W, E. Type ofroofcover shown? Yes a No NIA A. Duplex (FBCT&bieIO4.1) 1. Attachment aVWVfiberglan"gin shown? B. Townhouse (FBC 704.4) MW 1507.33) Ycss/ No MA 2S� Are all columm;and beams shown for porches and lanaia? Yes No MA 2. Attachment oftile roof shown? Yes No NJA A. Are column type,size and anchorage shown? Yes No N/A,�, (FBC 1507.3.7) B. Are b-type,sue,Van and suchorage,shown? Yes No N/A 3. Other roofcovering and attachments shown? Yes No NIA 26. Am all lintel ad bemn deftils shown? Yes No NtA F. Length offooftiverhang shown? Y';,�No N/A 27. Are enguiverin;details provided for butt Shm? Yes No MA G. Type ofsoffit and fascia shown? Yes No MA H. Altic ventilation shown? Yes IN. NIA 1. Location,type and thickness offlashing;shown? VIL Tntsiltafter Plan. (FBC 1503.2,1 and FBC 1501.3.9) Yes ��o MA I. Are crigincered trust plow provided shouing losd&uplifts and 1. Type and gma ofem metal shown? Yes No NIA required comiections? Yes VNo NtA 2 Are all header&,bum,p-dm and tatmor hearing walls shown? Yes-/Z NIA 3. Framed rooE VL Floor Platt. A. Is rafter pi-shown,including size,spacing species, I Does square,I-age-plan match I*-lbotagr show on grade of limber,span and connecuous? Yes No 141AV Application? Yes No MA B. Is ceiling joist plan shown,including size,spacing, 2. Are all tam dimensions shown? Yes�J No MA species,grade of lumber,span and connections? Yes No MA./ 3. Am all door and window Wan shown? Yes v� No NIA C. Are collar ties"we,including size,spacin&spocies, 4. Am all emergency spas openings shown? Yes-/ No MA grade of lumber and connections? Yes No MAL,,- 5. h required sempered glen shown at an hazardous locations? D. h ridge bum shown,including size,species and grade (FBC 2405.2) Yes vJ No MA oflumber? Yes No N/A & Am all vertical rcinfix"ments shown? Yen No N/A 4. Is roofshcating indicatt;4 showing type,thicknes;and calling 7* Am all shear wall segments shown? Yes No N/A Pattern? Yes Ao N/A 9. Am all hold-downs and hurricane anchorages shown? Yes No N/A 9. To required Mic access shown? Yes No N/A 10. Are all plumbing fixtures shomi? Yes No N/A V111. Flo"Framing, 11. Am all electrical fixtures shown? Yes NO MA I. Is engineered floor truss plan provided,showing loadii. 12. Are all mechanics]fixturea shown? Yes No NIA uplifts and conneetiow? Yes V"'No MA A. U air hasuffer sm!condenser location shown? Yes:11N. MA 2. Is joist plan provided.showing size.W-in&span.species, B. Are exhaust fims shown? Yes NO MA grade,oflumber and connections? Yesv/No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes /No NIA 3. h floor shooting indicated,showing type,thickness and 14. Does one(1)bathroom on the rust habitable floor level nailing pattern? Yes,V No NIA Have a 29"net clear door opening and handicap accessible route? (FOCII-11) Yes "No MA CITY OFATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX: (904)247-5805 A SUNCOM: 852-5800 http://ci.atlantic-beach.fl.us PLAN REVIEW COMMENTS -2 ---1 t Permit Application # f5r f Applicant: Address: Project: V/your application is approved o Your permit application has been reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed by c .,ro m o Signed Date �e- 3 -0 3 Contractor Notified Date CITY OFATIANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACI-L FLORIDA 32233-5445 TELEPHONE:(904)247-5800 FAX:(904).247-5805 SUNCOM:-852-5800 http://ci.atiantic-beach.fl.us D �Llptnelnt --------------------- '2-c4 ---------------------------------------- r t yv (�At-47----------- BP250UO2 CITY OF ATLANTIC BEACH 4/30/03 Application Tracking Individual Step Review 09: 29: 09 Application number . . . . : 03 00025831 Application type . . . . . : SINGLE FAMILY RESIDENCE Revision number . . . . . . : Agency/path/step/seq . . . : PUBLIC WORKS A 01 00 Date submitted, resulted . : 41003 41003 Approval code . . . . . . . : APN APPROVED AS NOTED Reviewed by . . . . . . . . : LS LISA SHOWMAN Revised est cpl date . . . : 41003 Copies of plans . . . . . . : Seq Commnts Prt Date 1 . 00 Grading and drainage plan shall be shown on original, 41003 approved site plan for Hidden Paradise with new home and other improvements shown. 2 . 00 3 . 00 4 . 00 Bottom F3=Exit F12=Cancel CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233-5445 TELEPHONE: (904)247-5800 FAX(904)247-5805 SUNCOM:852-5800 http://ci.atlantic-beach.fl.us 4P PLAN REVIEW COMMENTS Permit Application Applicant: Address: V-2�>C. v---) Project: ur plicati6n is approved &10 rot�r,� o our permit application has been reviewed and the following items need ur attention: V ............................... Please re-submit your application when these items have been completed. Reviewed by Signed e Contractor Notified Date Schlueter, Jennifer From: Showman, Lisa Sent: Monday, May 05, 2003 1:23 PM To: Schlueter, Jennifer Subject: RE: App#25831 Jenny--Approved in the AS400 (today)! I'll copy Bob's approved signature page for your file. -- Lisa -----Original Message----- From: Schlueter,Jennifer Sent: Monday,May 05,2003 8:44 AM To: Showman,Usa Subject: App#25831 Good Morning Lisa, Bestcon is asking if there is anything else Bob needs in order for me to issue this permit? The comments say grading and drainage plan shall be shown on original... Did you guys receive that yet? Thanks, Jenny _J CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW SINGLE FAMILY RESIDENCE1AN D DUPLEX CONSTRUCTION) 3 67V Date: Job Address: t Owner of Property: Address: )48q ka_llr&- i Telephone: C:9 Ll f/7 3 1 Legal Description: Block Number: ot Number: Zoning District: SQ Contractor: Vq Al[Chn/6 State License Number: 0M 001A 3(01; Contractor's Address: n I I I (�I'll q r_r Telephone: Fax: Describe proposed use and work to be done: I`-JrJA_1 Z1:fYA110 -1�lmq_ '71 Present use of land or building(s): Valuation of proposed construction: �q Is approval of Homeowner's Association or other private entity required? IVOIT yes,please submit with this application. Will s ject involve changes in elevation,site grade or any use of fill material or the removal of any trees? ��No. Applicant certifies that no change in site grade or fill material will be used on this project. F_1 YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. N(1- Applicant certifies that no trees will be removed for this project. �ES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as appropriat . Incomplete applications may result in delay in issuance of permit. STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904-247-5826. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre'-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Submit Tree Removal Application if trees are to be removed or relocated. STEP 4. Please submit Building Permit Application, Energy Code Forms, Notice of Commencement, Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department,which is located at the Atlantic Beach City Hall,800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Telephone: (904)247-5800 -Fax: (904)247-5845 -bttp://www.ci.atiantic-beach.ft.us Page I Revised 1/14/03 In addition to construction and engineering detail,plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. I- Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. If required by the Department of Public Works,a pre-construction topographical survey. 4. Any significant environmental features,including anyjurisdictional wetlands,CCCL,natural water bodies. 5. Impervious Surface area calculations: include driveways, sidewalks, patios and other Impervious Surfaces. Swimming pools may be excluded from total Impervious Surface. 6. Other information as may be appropriate for individual applications. .1 hereby certify that� on provided with this application is correct. 1,J_,__ 2 D.: Signature of owner: I hereby certify that I have read and examined Us application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or canccl the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this perinit is contingent upon the above information being true and correct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor:,(2n��c ("� . -Date:._24'qtdo Address and contact information of person to receive all correspondence regarding this application (please print). Name: VD Mailing Address:_ 1 Fa E-Mail: ret, Telephone: af4:0 AS TO OWNER: 00 N wthi day of 20 Sworn to 41� S 14AS-PO' KRY State p&pg jvg4unty o 4 k 0 MOO as 0 � Notary's Signature: ')DO92737 tfe--r'sonally known 0 "Cledzi. Produced identification Z/C Type of identification produced % Wi6,00 AS TO CONTRACTOR: Sworn to and subscri day of 2003 �N L 40, NUF% State of Floridoo -c Notary's Signature: FO: DD092737 Z-4,z -El��ersonally known 7 .0 F� Produced identification R_Z Type of identification produced 00 S minole Road -Atlantic Beach,Florida 32233-5445 TelWgone: (904)247-5800 -Fax: (904)247-5845 -http://www.ci.atiantic-beach.fl.us Page 2 Revised 1/14/03 Duval County Property Appraiser -Parcel Summary Page I of 2 IPareel Summary -Current Ownership and Sale Information -Update:d�Weekl __7F IRE No.: 1707040010 lowner's N FBESTCON INC , jProperty I LE RD jUnit No. JATLANTIC BEACH 132233 IMailing 0 S BEACH PKY I IJACKSONVILLE BEACH, FL 132250-314 jProperty OVACANTRES __j ILegal description.-] 7 38-2S-29E .22 FUDDEN PARADISE LOT I jSec-Twn-Range: 118-2S-29EI 515 HIDDEN PARAD lNeighborhood-, F JOR BK& 54-0097 el: 56BI ISale Date: 002 dings: 110 ISale Price: 0.00 rea: 110 lExterior Wall: I jParcel Summary- Values & Taxes from the 2002 Certified Tax Roll I ILand Valu Fs 6_6 0 lClass Value-----] 0 jImprovementr,7 0 1 thority:JJUSD3 I IMarket Va Fs_66 6 1 ax: 0.00 1 lAssessed Value: 1 —0 ax: .00 1 Fso-o I lExempt V FC660 I ax: 0.00 1 X: 11$0.00 1 ITaxable Value: 0.00 JSr. Exempt-7715-696 ax: 11$0.00 1 ____7F IETotal Tax: ISr.Taxable- �7090 This page displays values from the 2002 Certified Tax Roll with weekly updates of ownership & sales. Map-it maps & data are not updated as frequently as the Tax Roll data and may not reflect matching information. Please direct inquiries regarding the maps & data to Map-it Feedback (below). M-ap-It Feedback Ra ment Feedback Home PRC New Map-IT Taxes Appraisal Feedback http://pawww.coj.net/pub/property/RENO.asp?RENUM=170704+001O 4/7/2003 Map Output Page I of I JAXGIS Property Information -Iwo 1707040010 14& 121 Copyrig ht JC)20M C itywf Jach"nviliq—FI Total Plat Afap Flood RE# Name Address :Value Acres Book Panel age/Descriptions LandUse Zoning Zone BESTCON INC LEVY RD .4-97 38-2S- 1707040010 56889 D.22 D000 556BI 19E .22 HIDDEN PARADISE X5 32233 LOT I http://Maps.coj.net/website/DuvalMaps/toolbar.asp 4/7/2003 NOTICE OF COAMENCEMENT Building Permit No. Book 10973 Page 315 Tax Folio No. STATE OF FLORIDA COUNTY OF DUVAL (Do not write in this blank area Reservedfor recording purposes only). THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description oftroperty:(Legal description ofthe property and street address, ifarailable), Lot 1,HIDDEN PARADISE,according to the plat thereof,as recorded in Plat Book 54,pages 97,97A and 9711,of the current public records of Duval County,Florida 2. General Description offinprovements: Construction of a singlefamily residence. Docl 20C gj-�Oa IL 305 3. Owner Information; Book; 10 -3 a. Name and address. Palo: .315 Besiconjac. Filed I Recorded 03/17/2003 12:24:56 PH 1484 Laurel Way JIN FUUER Jacksonville,Florida 32233 MERK CIRCUIT COURT Dwk UNTY RECORDING $ 5.00 b. Interest in property: TRUST FUR 6 1.00 COPY FEE $ 1.00 CERTIFY S 1.00 Fee simple. C. Name and address offee simple titleholder(if other than owner): 4. Contractor. (name and address) BestconjAc. 1484 Laurel Way Jacksonville,Florida 32233 5� Surety: a Name and address: b. Amount of bond S 6. Lender Information: a Name and address: SunTrust Bank 200 West Forsyth Sired Jacksonville,FL 32202 b. Designated Contact:Darlene Riggs 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: (Name and address) Lynn Vemdiya SanTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to.himseg Owner designate Darlene Riggs of SunTrust Bank to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b).Florida Statutes 9, Expiration date of Notice of Commencement (the expiration date is One (1) Year ftom the date of recording unless a different date is specyled). Other expiration date: September 4,2004 BEST)N INC, esident SPA TE OF FLORIDA 'COUAFTY OF DUVAL This foregoing instrument was acknowledged before me this_day of March, 2003, by Paul W. CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION CHECKLIST APPLICATION CHECKLIST/REQUIRED SUBMITTALS _9/1B - ing Application Form .,our complete sets of plans including detailed site Ian p 3 R c nt survey er/Builder Affidavit (required when owner acts as con�raddk), -------------- 5. EWrgy Sheets �Wecorded Notice of Commencement c T Tr ree Removal Application if trees are to be removed or relocated SCHEDULED INSPECTIONS Requests for inspections are taken from 8:00 a.m. to 5:00 p.m. Monday through Friday at 247-5826. Requests can be scheduled after hours by leaving a message on the voice mail system. Inspections are made the following working day; please specify a.m. or p.m. inspection. When calling in an inspection, please have the permit number,job location and type of inspection needed. Inspections are scheduled as follows: I. Footing 2. Under slab plumbing/sewer/electric 3. Slab 4. Cover up(This is different from other jurisdictions): framing, rough electric, mechanical and plumbing 5. Insulation 6. Final Inspection(includes drainage,trees, landscape and site inspection) Finished floor elevation survey required prior to issuance of Certificate of Occupancy. BUILDING CARD MUST BE POSTED OR NO INSPECTIONS WILL BE MADE. Concrete cannot be poured and work cannot be covered up until building card is SIGNED by the inspector. You may be required to uncover any work that has not been inspected. It is the responsibility of the BUILDER/CONTRACTOR to post the building card. A fee of$35.00 is charged for all re-inspections. NOTE: This application may be subject to covenants and restrictions for the permitted property. The enforcement of the covenants and restrictions are the responsibility of the homeowner's association. 800 Seminole Road-Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800- Fax: (904)247-5845- http://www.ci.atlantic-beach.fLus Revised 1/17/03 March 20, 2003 BESTCON Homes 1484 Laurel Way Atlantic Beach,FL 32233 Mr. Don C. Ford, CBO Building Official City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233-5445 Dear Mr. Ford: The Atlantic Beach Tree Board T roved our most recent application for tree removal on Lot I in Hidden Paradise on the 6 of March 2003. 1 have included a copy of the survey that we attached,marked"Original". If you review the application you will note the following: Species Diameter Int. Diameter Ext. Mitigation Notes China Berry 6 Not Protected Palm 18 Moving Oak 8 4 Oak 6 3 Oak 20 10 Oak 6 No.Mitigation Oak 6 No Mitigation Oak 7 No Mitigation Oak 7 No Mitigation Oak 8 No Miti .on Oak 8 No Mitigation Oak 6 No Mitigation Oak 8 No Mitigation Oak 6 No Mitigation Oak 7 No Miti ation Mitigation Req: 17"Oak Oak 10 Bracketed Double Oak 15 Bracketed Protected on 25"of Oak site All was well,until my Sales Manager showed the location of the house to the Buyer. Our buyer has now requested that we shift the house to the west, approximately 10 feet. I have included a copy of the survey and marked it."Revised". This has changed the complexion of our application to the following: Species Diameter Int. Diameter Ext. Mitigation Notes China Berry 6 Not Protected Palm 18 Move Oak 8 4 Oak 6 3 Oak 12 6 Oak 12 6 Oak 12 6 Oak 6 No Mitigation Oak 6 No Mitigation Oak 8 No Mitigation Oak 8 No Mitigation Oak 6 No Mitigation Oak 8 No Miti on Oak 6 No Mitigation Oak 7 No Mitigation Oak 10 No Mitigation Mitigati Reg. 25" Oak 7 Bracketed Oak 7 Bracketed Double Oak 15 Bracketed Protected on 2999 site___ I On behalf of BESTCON, Inc., I would respectfully request a modification of our tree permit,recognizing that we will be exceeding the required mitigation. Furthermore, it should be noted that we are now able to leave the 20" oak tree that would have been taken down as part of the original-application. Sincer y yours, Paul W.Nichols President NOTICE OF COMMENCEMENT Building Permit No. Book 10973 Page 315 Tax Folio No. STATE OF FLORIDA COUNTY OF DUVAL (Do not write in this blank area 6).8 30 Reservedfor recording purposes only). THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement 1. Description ofProperty:(Legal description ofthg property and street address, ifavailable). Lot 1,HIDDEN PARADISE,according to the plat thereof,as recorded In Plat Book 54,pages 97,97A and 97D,of the current public records of Duval County,Florida 2. General Description ofImprovements: Construction of a singlefamily residence. pact P-0 - 081.305 3. Owner Information: Book: 1 OMN a. Name and address: Palo: 315 Bestconjua Filed A Recorded 03/17/M3 12:24:56 PR 1484 Laurel Way 110 FUU.ER Jacksonville,Florida 32233 MERK CIRCUIT COURT 11M cum RECORDINS $ 5.00 C, b Interest in property: TRUST FL41D S 1.00 COPY FEE S 1.00 Fee simple. CERTIFY $ 1.00 C. Name and address offee simple titleholder(if other than owner): 4. Contractor: (name and address) Bestconjnc. 1484 Laurel Way Jacksonville,Florida 32233 5. Surety a. Name and aa!4ress: b. Amount of bond S 6. Lender Information: a Name and address: SunTrust Bank 200 West Forsyth Street Jacksonville,FL 32202 b. Designated Contact:Darlene RjW 7. Persons within the State of Florlda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(l)(a)7.,Florida Sta (Name and address) Lynn Verndlya SanTrust Bank, 200 West Forsyth Street Jacksonville,FL 32202 8. In addition to himself , Owner designate Darlene Riggs of SunTrust Bank; to receive a copy of the Lienor's Notice as provided in Section 713.13(a)(b).Florida 9. Expiration date of Notice of Commencement (the expiration dale Is One (1) Year from the date of recording unless a different date is speculed). Other expiration date: September 4,2004 BESTC)ON INC. W Nichols,It,President STATE OF FLORIDA' COUNTY Of DuvAL This foregoing instrument was 4�knpwleaged hefore me this day o f March, 2003, by Paul W. Mchoh.. a4 Prestdent of hesicon. Inc. a Flb'r'id'a carnnrafinn n" h.1-If-r OL- 11 - - MQVRom :cLARSON & ASSOCIATES FA)( NO. :904 396 2633 Rpr. W 2W3 02'48W_ti_ M" SHOWING PLOT PLAN OP LOT 1 AS SHOWN ON MAP OF HZDDEN PAR"ISE AS RECORDED IN PLAT BOOK 54. PAGE3 97 THROUGH 91M OF THE CURRENT PUBUC RECORDS Of l)UVAL COUNTY. n.OftA, F03R: gBeTCON. INC BEAIMG OMMOom BEARM SHOYM ON ROr-OF-WAY UNE HEREON IS THE -ON 1W ARnVf Mpl�DNED JOINN rt PLAY. SARW BEGONIA STREET (50' R/w) 90.40! WWI rAWCN PAXACW \�-S' IANA FtNOE Od& $NUT Mai r'MK 0 ILICL 0 f 0 1 b At .Q" C4 I(, 0 kt Im MIA v- v 0 z < 9 24.ff 17-l' 0 PROpo= DWELLWro RN rL M. (11.0) 0 4L (D J—j co > 2&afe- w w louou"o I'FAW ro Q ol-- ol*I 1*11"'w, I&PNV.%?c Q�T ZXIO �--E�SQCNT ON CONCRETE PA13 L o 7 2 L 0 T 3 f 4-10-2003 PEW= LDCAMON OF PROPOSED DWJJNQ 3-10-2003 REMSED LOCAVON OF PROPOSED DWELIJNQ U)CAW-0; 1. ALL Go OR LARCER YREES 2. ALL 4:* & 6" TRMS VAII-RU IV OF SIDE REAR LOT LJWES HEREON APPEAn TO UE VATHIR nMCO AS SDAM MN IC FLM OMMU99 RAIC Pft9PARW BY-- MAPS.UUMMMITY PAtaRL DA10 4-17-89. CL4=01W ANo AMOCIATM. INC. t)A-TE - EE5RUARY 1, PROFFES"AL LA D SURVEYORS 2003. N 404Z NAIMO AvfwLnE. 3CALE--j.:�� JACKSONVult.VL, 32207 LaSD 011?KiA�1-11 HE '�Z ec I 4;04PM-- 'NO3iS3S---jdN:Z 7, t'O N DEPARTMENT OF PUBLIC WORKS 1200 SANDPIPER LANE ATLANTIC BEACH,FLORIDA 32233-4318 TELEPHONE:(904)247-5834 FAX:(904)247-5843 SUNCOM:852-5834 -beach.R.us http://ci.atlantic PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # Applicant: Address: r-->Du�n) 6� Proj ect: KCA)i Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. j Your permit application has been reviewed by the Public Utilities Department and the following items need attention: Ae 6(Yz?,) Ile, 0 Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call (904) 247-5834. Revie7ed by Donna Kaluzniak, Public Utilities Director Date 3 --7/ Signafure Contractor Notified Date &//9 I CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 r Application Number . . . . . 03-00025964 Date 4/28/03 Property Address . . . . . . 1486 BEGONIA ST Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC. OWNER ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 4/28/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments REMOVE 3611 OF OAK TO BE MITIGATED WITH 1811 OF OAK ON SITE. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL MINUTES OF SPECIAL CALLED MEETING OF TREE CONSERVATION BOARD April 25, 2003 A special called meeting of the Tree Conservation Board was held Friday, April 25, 2003, at Adele Grage Community Center. Present were Chair Barbara Mears,David Owens,Maureen Shaughnessy, Building Official Don Ford and Susan Dunham. 1. Call to Order The meeting was called to order at 9:05 a.m. 2. Recoenition of Visitors None. 3. Approval of Minutes of Meeting ofAyril 9, 2003 A motion was made by Board Member Owens, seconded by Board Member Shaughnessy, and unanimously carried to approve the Minutes of the Tree Conservation Board meeting of April 9, 2003. 4. Old Business A. Tree Removal Applications: 1. 1486 Begonia Street: Ms. Karen Beck of Bestcon,Inc., introduced herself and advised that the house had to be moved forward a few feet to meet the setback requirements of the City Ordinance. She further advised that they would like to-move the 18"palm to another location on site and would like to mitigate the removal of oaks with two 9"oaks on site. A motion was made by Board Member Owens,seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official to issue a permit for the removal of 36" of oak to be mitigated with 18" of oak on site. 5. New Business: A. Tree Removal Applications: 1. 631 Beach Avenue: This Agenda item was moved to the end of New Business. 2. 223 Ocean Boulevard: Mr. Peyman Ata-Abadi of Cronk Duch Miller introduced himself. He stated advised that the�original plans had been altered to indicate that seven palms 'in the interior of the lot would be relocated to the right-of-way on Ocean Boulevard. Building Official Ford advised that the palms being relocated were the same age and type of palms that were currently located in the colonnade. Mr. Jay Devine, Landscape Architect,expressed concern.with regard to relocation due to height. The Board changed the landscape plans to indicate that the new oaks to be planted on site were to be a minimum of 3" *in diameter. A motion was made by Board Member Owens, seconded by Board Member Shaughnessy, and unanimously carried to direct the Building Official Ford to issue a permit for the removal of 18" of palm, 8" of cherry laurel and 15" of ligustrum,to be mitigated with 12" of oak, 10" of Japanese Plum,6" of Majestic Beauty and 80" of palm to be planted on site. -2 K�,,, cv-) MY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All a2glimtionS, mj6q be sgb -en (7) mitted with sey -ie-t s-M rmnenved by 5 EM sm the Friday 1cp Q 0) days prior to the scheduled m Min -Jaced an the agenda. g in order to be p *INCOMPLETE APPLICATIQ 50RIN&C-CURATELY- A ap _lTES-yMLN70T BE FROCE.SSKD. SS TEf�EPHONE APPLICANTNAME AbDAE, Z. /q 00(119 zn 0 z d:t ADDRESS OR Icl�(GAL DESCRIPTION OF TPY-E FLEMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: jouhollli2a Ll Z�/ 4. HAS THIS SITE BEEN TO THE TRE&ARD BFFORE? (rS�-" NO NOTSUtE EISL%L� COMMERCIAL 5. PRO PERTY ZONING: 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES DLA.NMTFR MMGATION OFFICE USE ONLY INT.. EXIT. OAK J.'-, 0.4 1 O'Dismctcr at Breast Height(DAM.)is m=mrcd aj 4.5 feet above ga& To w=n=c)y deteminc di=em,mmmme te uvnk DiamcLcrofmuJ6-uunkcd.r=is dc=minedby adding loVethcribe diarneter of each tmnk as maLwred immediately above the f*Tk-s. CITY OF ATLANTIC BEACH TREE REMOVAL APPLICATION All g2plications,im=be submitted with -,;M= (7) cnnir,-�q -,mci rnr.mv!:d by 5 RM on the Friday trn (10) days prioT to the saedulcd - - er to b" me=g in Ord -jaced an the agenda. *INCOMIL-Fe-l—EA-PPLI-CATIQ SORI�jACCURATV.1,3�MARXF 13F,]>RQ-CFSSED. Q S12:ES )��_L T q -7 Y 7 APPUCANT"NAME ADDRESS TELEPHONE 2. eL- ADDRESS OR I EGA I DESCREPTION O.F TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: 4. HAS THIS SITE BEEN To TliE TREE BOARD BEFORE? YES NO NOTSLW �LAI- 5. PROPERTY ZONING: RESIDENTIAL COMMERCIAL ': F M 6. UST TREES PROPOSED FOR REM SPECIES DLAQ�MTER MMGATION OFTICV-USE-O�NTLY OA- ct- /m C�� S (L *Dizmctcr Al Breast licigM(D.E.H.)is mcawred at 4-5 fw Above gradr- To w=n=Wy dexcralinc di=ctcr,nuzs=the trunk 6TwTnfm-mr-A-and dividm by 3.1 A. Dimna= of wuhi-ij unkcd v=is dMminad by addIng together the dimmer of ewl t-nk As ro-mzrcd inimadiately above the foft. A W* See attached dj&;rjm for determia.2-don of intcrior amd =cTior=um 7. SITE PLAMREE SURVEY indicating: 2) Location of topography fca=es such zs hills and low areas. b) Existing and proposed sauct=s. c) Locztion of all Tz= with Dizmc:=ai Brc= Heig)lt of six inche�0'7--no tc.", d) . Trze species and SIZes. e) ,Tr=%o bc rtmovzd should be cle=ly marked vviTb au -1), ' Trees w bc Preservtd on-site for mitigation must 1>6 marked withbrazkez g) Location, size zmd species of amy proposed nc�v r,cp1accnicat trees=�ed wit a h) Location V, utili'6es and easczd= as applicable. 1) Location of trees ic bee pm�scryed on-site with barxicading notecL a. ON�SM XIEQUIREMENTS: a) A.0 liecs id=xif3cd for.rem wal M qT be zaarkcd on-site by RE—D flag i gin& PainI 01,lape. b-) All trees io be preserved.an-site for niltigation ��ST be nme4ed with—BT-,T-TE 5againg,Paiut or tape. C) The frow propeiV comers raust be-=azked by,sizkcs or paiwL i�dicstingl %he Lot 9. 1N7C!2MPLM APPU IS J�' CL7RAJELY ICE ITES -CATION -0 AC I IMREBY AGREE TO CQ)sVLY WrM ALL PROVISIONS OF CHAPM 23, ARMLE U, TREE PRCTFC MON, AND ALL OTIMP,APPUCABLE COMS ANTD ORDZ�ANCES,OF THE C '�,QDE OF OPDINANCE,S OF.ATLAQ MC BEACII 410'�3 ' -)��czut's Signzt= D-ac CITY Tll-;'E ONLY: -451 Tr=-ConstTvation Board Chairperson Date Received Time Feb , 14. 12:40PM ROM :CLARSON & ASSOCIATES FAX NO. :904 396 2633 �)pr. 10 2003 02:49PM—ti MAP SHOWING PLOT PLAN OF LOT 1 AS SHOWN ON MAP OF HIDDEN PARADISE AS RECORDED IN PLAT DOOK 54, PAGES 97 THROUGH 97B OF 7HE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, FORt 8388TCON, INC BEARING REFERENCE: BEARING SHOWN ON RIGHT—OF—WAY LINE HEREON IS THE SAME A$ SHOWN ON -ME AROVF MENTIONED PLAT. BEGONIA STREET (50' R/W) SQl -11 3-11 to E 90.40 8 —0.4' MDe WOOOEN I FOLL X HIDDEN FARADISE N'A FC.NCE.... Vol�llw 57REET SON 020'OAX (D21"OAK r *9—'OAK' (—D'10'0Ai(* I 4'BAY a. 0 7. 01 9 QAK*e-CAK N ;o: VOAK 6 7'OAK(��OA� o t1i CHINA 'I OAK v- 7;;A-91 21 X PA Fr 'no r; DAK b 6'OAK LWJ I ' AK 24.w 2-OAk 16'0 BLE VOAK 6"o k a AK: 4 < 0 �7- 7 O'OAK 0 .17 r----i 0 PROPOSED DWELUNG lroA'l FiN rL EL (11.0) ��s LE Ll 0 6"0A OA FA 9_0 X lK z —4�j , IL Gr-OAK 0 co (s) 0) co 7'OAK 9"04 > 200OU13LF r�% 2V SRL' "" I 6"OAK V) 0 .5-OAK(D 15-OOUBLF 0 ll'PALM 4"OA<) (D 0 BID. 12'OAK(D W--' -09.03, V1240. N01 *lltll *" 10' PRIVATE DRAINAM lo'xiol JF-A EASEMCNT ON CONCRETE PAD L 0 T 2 L 0 T 3 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025644 Date 3/07/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . TREE MITIGATION Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC. BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/07/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED REMOVAL OF 4011 OAK TO BE MITIGATED ON SITE WITH A 1211 OAK AND A 16 . 5" OAK; 18" PALM TO BE MOVED ON SITE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART Of THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. ,,Q, .- ( - e: 'K, BUILDING OFFICIAL 0 91 CITY OF ATLANTIC BEACH IS 800 SEMINOLE ROAD ATLANTIC BEACH,FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 03-00025644 Date 3/07/03 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . TREE MITIGATION Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON, INC. BESTCON, INC. 2440 SOUTH BEACH PARKWAY JAX BEACH FL 32250 (904) 246-3747 ---------------------------------------------------------------------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 3/07/03 Valuation . . . . 0 ---------------------------------------------------------------------------- Special Notes and Comments APPROVED REMOVAL OF 4011 OAK TO BE MITIGATED ON SITE WITH A 1211 OAK AND A 16 . 511 OAK; 1811 PALM TO BE MOVED ON SITE Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS W11ICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 7 BUILDING OFFICIAL Nor* va-/ &F 0 6Z a4 C)n 40 , #?0 ves nor Ot lit crr-Y OF ATLANTIC 13EACH TREE REMOVAL APPLICATION i - All zRplicationsmustbe submitted with sey f7) m rjt--� -,mcl rerm 9=11-wale Fyidav ton (10) days prio-T to the schedul ed Tn getkg in order to be n6 jaced.o *INCOMPLETE A-PPLJCATIO S. ORIN.&CLURATF.1,YM4!�,M---SMS--WIL-L--,NIOT� -- RE PROCESSED, Y6 -7 APPLICANTNAME ADDRESS TELEYHONE 4 d/d e4 P4 t-a 14i, ADDRESS OR LEGAL DES=TION OF TREE REMOVAL SITE 3. REASON FOR PROPOSED TREE REMOVAL: Al�l 4. HAS THIS SITE BEEN TO THE TREE BOAYD BEFORE? YBS ��N ) NOTSU�E 5. PRO PERTY ZONING: RESIEDDENT�IAL COWdERCIAL 6. LIST TREES PROPOSED FOR REMOVAL: SPECIES I)LA24ETER MMGATION OFFICE USE ONTLY INT.. FXT. X, 'Dismacr at Brmm Height is mcasurod2i 4.5 fect above gmdm ==zmc)y dctcrmine cU=ctcr,mcam=ihe tmnk circumfermnr and diAdelby 3.1 A. Diawcuv of mujLj-u unked is d==ined by adding together the diwnctcr of=ch b-=*as mm=cd irmna6ucly abovc the forks. Sm atbwled dl&ZrtLm for determinatiou of intrrior amd c=criorzoues- 7. SITE PL.41-,�V=E SURN17EY indicatiug: a) Location of lopoggapby fcavj=such as hills a-ad low b) Existing aud proposed.=uatarers. C) Location of a t-=with Dimacter=Bre=lieiz)at of six inr1tg'oT'=r4:. d) Tr=species and sizes. e) .Tr=s to bc r=o-yzd should be c1tv)y=arked with an 'W". Trees W bc pmsm-yed on-site foi-mitig2xion inust bd marked with brack= _g) Location, size and species of amy Mpostd ncw' r=placem=t t=s==ked wit a h) Lomtion V, uti-Ut5cs and ers=enu as applicable-- 3) Locaton of tre=to be prescryed on-site with baxiicadizg note:4L S. ON-SM REQUIREMENTS: All Ir=id=tificd for.rem6yal M ';;I be,markcd on-site by—RED f I pami or iape. b-) All trees to be preserved on-siu for=dtigazion �TUST be,nle=d-mtb �RT-,LTF- 02-9-zing,Paiat or tape. C) The front propeiV comers b-,=?zkmd by,si�-= or indi=iug%he Lot 9. U51COMPLEM APPIaCATIONS QR.3JN7AQCLT,4—TEjeY-- MLM—E� S13:ES I BE.PR QCES SED I HEREBY AGREE TO C01,10LY WITH ALL PROVISIONS OF CHAPTER 23, ARTICLE 33, TREE PRCTFr.770N, AND ALL OTIMP,AMICABLE COM-S ANM ORDINANCES.Or THE CODE OF ORDINANMS OF.ATLAqnC BEACI-L le plicanvs Sipar= Tll�'-;F- QNLY- Tr9-'Con.q=v2aiom Board Chairperson Daiz Receiyed Time Feb , 14, 12:40PM Ir Information S.4stems 247-5845 P. 3 Feb 03 11 : 15a TREE PROTECTION PROPERTY UNE PRIV 20.DO' -TREE B OR M ORE PRIVATE PROTECTED.' TREE lytl . PRIVATE PROTECTED 7FXE 10 PROPERTY ur< 0 S k OF 20' OR MOAC %D PRDPER�y '(0 B H OF 10' OR MORF IN- LINF - INDUSTRIAL COmAERCJkL & PROPER7Y) PROTECTED 0 WPRIVAT%' PROTECTED TRFr D B W OF'6' OR M ORE LINE OZ, A S)DEWALK IW SIDEWALK D B H OF 6- OR WORE (pusuc STREET) (PUBUC STREET) A. PRIVATE PROTF-CTED TREE 1. ANY TREE YtITH A 0 8 H OF: (6) INCHF_S DR MORE LOCA7ED ON kNY LOT 'WITHIN TWF-N7Y .(20) FECT OF A S7R]EE7 R)CH7-CF-WAY OR RCAR PROPER7y UNE. SIX (6) INCHES OR MORE VWTHIN SEVEN AND A HALF (7.5) FEET OF ANY OTKER PRIVATZ PROPERTY UNE AND 7WENTY �20) INCkES "THIN ANY 07HER PORTION .OF THE LOT. (EXCI:PT 10- FOR COMMER- CAL.& INDVSMAL PROPERTY) Z '.ANY C�iAWP*lq TREZ 50 DESIGNATED BY THE FLOPJDA Dl%MS)DN OF FORESTRY., C�PARTMENT OF AGRICULTURE. - B. PUBLIC PROTECTED TRIEZ S"F. AS PRIVAT-L PR07ECTED T'RI:E PLUS ANY TPEE (E) INC�4EZ OR LARGE7% YsljT?IIN CITY RIQKT-OF-WAY. C. EXCEPMONAL SPECIIJIFN TREE ANY TREE ON PRIVATE. DR PUBLIC LAdD DESIGNA77--D BY THE CJTY COUNC3L AS A SPECI)4[N TREF. Vcrsmo Received Time Feb , 14, 12:40PM MAP SHOWING PLOT PLAN OF LOT 1 AS SHOWN ON MAP OF HIDDEN PARADIS E AS RECORDED IN PLAT BOOK 54, PAGES 97 THROUGH 97B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: BESTCON, INC BEARING REFERENCE: BEARING SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE MENTIONED PLAT. BEGONIA STREET (500 R/W) LIGHT POLE S01 'pl 1 "l 1 ""E 90.40 8"OAK —X� O.4V' WIDE DEN VINYL FENCE HIDDEN P ISE SIGN STREET 15' BRL 7'OAK SIGN F IO'OAK 0 )0, 6! 0 T 'OAK*W6"OAK 4*BAY 18 PALM *A 5"BAY@ 'o 0 6"GAK-a-N 6"OAK o W 0 OM F-PAD 7- "OA f-Wi A 21.3' Y4!;"OAK ERRY �o C) b 6 A/C F (D b 6 z N 24.0' 7"OAK < Fb 12'OAK 6"OAK(g 27.11 3.7' < DOUBLE x r"OAK -low, I c) 12*OA K 2.0' 8"OAK j-ik8'OAK OAK la 6-1 1 0 12 OAK 10L 6 "AK& < 1: b PROPOSED DWELLING 6'OAK x 0 0 0 0 9 ir N Lo - 0 FIN FL EL (11.0) T -j (L OAK ft Lo 9"DOUBLE 0 6"OAK 6"DA "OAK GOAK o 28,al 43.7' 09"OAK z el*A - -J' 0 >- 7'OAK It* > 00 (DI 9-OA�( U) 0`- . 24'DOUBLE 1 (f) W v HICKORY lei lb (f) 05"OAK I"D BLE WPALM <S10VLAK -OA16 L 1 �5 L I I 5"OAK 4�0)�.5',. 1 (D I Z'0AK 8"OAK tow 1 9 Q I L==j, �Nol ftl i 'l 1 9.03 12"OAK L 10' PRIVATE DRAINAGE EASEMENT - — -— -— -— -— -— - — -— -—- �- 10'X`10' JEA EASEMENT W/TRANSFORMER ON CONCRETE PAD L 0 T 2 L 0 T 3 PLAN REVIEW COMMENTS FROM THE PUBLIC UTILITIES DEPARTMENT Permit Application # r7 Applicant: A-T j- T -f6 r c)066-9 a-ii d Address: Rcaonlo- S+YeE4. Project: TV Your application is approved as noted by the Public Utilities Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Utilities Department and the following items need attention: 12fl 21 z�� Please submit these requirements to the Public Utilities Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call(904) 247-5834. Re;viejedd by Donna Kaluzniak, Public Utilities Director Date Signature Contractor Notified Date M(2 i Oc,—) — ;) �5 / r� I CITY OF ATLANTIC BEACH CONSTRUCTION PERMrr WITHIN CrrY RIGHTS OF WAY AND EASEMENTS OATE -PIERMIT NO. : ISSUED By THE CITY %JOB ADDRESS_\ VAwATioN $ PERM177`EE PERM17T`EE ADDRESS TELEPHONE NO."J%C) Reouesnisia PERMISSION FROM THE: CITY OF ATLANTIC BEACH TO CONSTRUCT 40 '\1�NnAQ xN &&Cs� ck�nt,-�a d, aor-\ szox\\ LOCATIONS' MNC�E TO'CROSS-STREET) ,0. q Pv LA t N.- )nA4 N APP ANT ECLARES THAI' PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION OF ALL PP Q No UT! M5, 130TH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE N KETCH-E.S. A F NOTIFICATION WAS MAILL20 TO THE FOI I WING UTILJTIeS/MUNIC*IPALITIES: omvii 1 P ELECTRIC AUTHORITY YES No ( DATE:A\VsInA ELL SOUTH TMLr-PHoNM COMPANY YES NO ( DATM:_J_\�tj(D Q FERRELL GAS YES �>4) No ( DATE,. koQ MEDIA ONE CABLE TV YES No ( DATE: 2. WHENEVER Nr-cr-ssAF;ry FOR THE CONSTRUCTION,�RCPAJR, IMPROVEMENT, MAINTENANCE. SAFE AND EFFICIENT OPERATION, ALTERATION OR RELOCATION Or ALL. OR ANY PORTION Or SAID STREET OR EASEMENT AS DETERMINED BY THE DIRECTOR Or PUBLIC WORKS, ANY OR ALL Or SAID POLES, WIRES, PIPES, CA15LES OR OTHER FACILITIES AND APPURTENANCES AUTHORIZED HEREUNDER. SMALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RESET OR RE.LOCATMD HEREON AS REQUIRED 13Y THE 0,IRECTOR OF PUBLIC WORKS, AND AT THE EXPENSE Or THE PIERmrrmr- UNLESS REIMBURSEMENT IS AUTHORIZED. 3. ALL WORK SMALL MEET CITY or ATLANTIC BEACH OR FLORIDA DEPARTMENT or TRANSPIRATION STANDARDS AND BE PERFORMED UNDER THE SUPERVISION Or 7SQe S vv;,Av-% (CONTRACTOR'S PROJECT SUPERINTENDENT) LOCATED AT'!�,CP�%A Z",&vtl a r-,* TELEPHONE No.*g1(kt3-tpx.Xkfj 4. ALL MATERIALS AND EQUIPMENT SHALL 13E SU13JECT TO INSPECTION BY THE DIRECTOR Or PUBLIC WORKS OR HIS DESIGNEE. 5. ALL CITY PROPERTY SHALL BE RESTORED To ITS ORIGINAL CONDITION As FAR As PRACTICAL, IN KEMPINa WITH CITY SPECIFICATIONS AND THE MANNER SATISFACTORY To THE CITY. 6. A SKETCH OR PLANS COVERING oMTAjLs or THIS INSTALLATION SMALL Be MADE A PART Or THIS PERMrT. 7. THIS PERMITTME SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD rArrH wrrHIN2)C) DAYS FROM THE DAY OF SAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN 'Ol C) DAYS. IF THE BEGINNING DATE is MORETHAN GO DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMITTeE MUST REVIEW THE: PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE- SURE NO CHANGES HAVE: OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. a. IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE exTENT or THE CITY'S RIGHT, TITLE AND INTEREST IN THE LAND TO BE ENTERED UPON A14D USED By THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY OF ATLANTIC BEACH FROM AND AGAINST ANY A14D ALL LOSS, DAMAGE, AND COST OF EXPENSES ARISING IN ANY MANNER or THM EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER Or THE ArORMSAID RIGHTS AND PRIVILEGES. THE DIRECTOR OF PUBLIC WORKS SHALL IBM N 0 TWENTY-FOUR (24) HOURS PRIOR TO STARTING WORK AND AAJN IMMEDIATELY UPON C7LJ-rT1 -Ly SUBMI I 1 0 BY: (PLACE CORPORATE SEAL IF APPLICABLE) SWORNTOANOSUB RIBEDOEFOREMETHIS DAY C 0 NOTARY PUBLIC EUEN W.SISSON -Ul I NOtgrY Public,State of Fladde Vnifng Anrd-Ifl !2nnA- CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00025174 Date 11/22/02 Property Address . . . . . . 1486 BEGONIA ST Tenant nbr, name . . . . . . INSTALL UNDERGROUND CATV Application description . . . RIGHT OF WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ A.T. &T. BROADBAND 6631 EXECUTIVE PARK CT. N. JACKSONVILLE FL 32216 (904) 619-2515 ---------------------------------------------------------------------------- Permit . . . . . . UTILITIES PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 11/22/02 Valuation . . . . 0 Expiration Date . . 11/22/02 ---------------------------------------------------------------------------- Special Notes and Comments -AVOID WATER & SEWER UTILITIES, AS SHOWN ON AS-BUILT DRAWINGS. -AVOID GRAVITY OUTFALL LINE AS ON DRAWINGS. -HAND DIG OR PERFORM SOFT-DIG LOCATES AS NEEDED TO AVOID UTILITIES. Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 .00 . 00 Plan Check Total .00 .00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBfUS 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 PERJVIIT AND SUBJECT To REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW, BUIL ING OFF OIL PLAN REVIEW COMMENTS FROM THE PUBLIC WORKS DEPARTMENT Permit Application # Applicant: Address: F-3c Project: wxc�ylatn(kd- acri 60 CATV R-A h h4i�S Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. u Your permit application has been reviewed by the Public Works Department and the following items need attention: Please submit these requirements to the Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, FL 32233 in order that we can approve your application. If you have any questions please call(904) 247-5834. Reviewed by Robert S. Kosoy, P.E., Director of Public Works Date Signature Contractor Notified Date C-,,d - --�) -`5 / r-7 CrrY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS DATE PERMrr NO. � ISSUED BY THE CITY JOB ADDRESS -VALUATION $ PERmn7EE C\ PERMITTEE ADDRESS f5CA-),A \1:,C-\-Nrl CA TELEPHONE NO.J!&r)-L�ikkc� Rrzoues-nNo PERMISSION FROM THE CITY OF, ATLANTIC BEACH TO CONSTRUCT C-44 LOCATIONS- ENC E TO I CROSS-STREET) &APP ANT ECLARES THAT PRIOR TO FILING THIS APPLICATION HE HAS ASCERTAINED THE LOCATION Or ALL NO UTI ES, BOTH AERIAL AND UNDERGROUND AND THE ACCURATE LOCATIONS ARE SHOWN ON THE K'*LrPTCM ES. A F NOTIFICA'TION WAS MAILED TO THE FOI1 WING UTILITies/mUNIC)PALITIES: oNviLLE ELECTRic AUTHORITY YES X) No ( ) . DATE: V-AinA ELL SOUTH TELEPHONE- COMPANY Yrs (X) No ( ) DATE: - Q FERRELL GAS YES (X) No ( ) DATE: MEDIA ONE CABLE TV YES No ( ) DATE: 2. WHIENEVER NECESSARY FOR THE CONSTRUCTION.�RMPAJR, IMPROVEMENT, MAINTENANCE. SAFE AND EFFICIENT OPERATION. ALTF-RAT10N OR RELOCAT10N OF ALL. OR ANY PORTION Or SAID STREET OR EASEMENT AS DETERMINED my THE DIRECTOR OF PUBLIC WORKS, ANY OR ALL Or SMD POLES, WIRES, PIPES, CABLES OR OTHER FACILITIFES AND APPURTENANCES AUTHORIZED HEREUNDER, SHALL BE IMMEDIATELY REMOVED FROM SAID STREET OR EASEMENT OR RMSET OR RIES 0 HEREON AS REQUIRED my THE DIRECTOR Or PUBLIC WORKS, AND AT THE EXPENSE Or THE PERmrrME UNLESS REIMBURSEMENT IS AUrTHORIZED. 3. ALL WORK SMALL MEET CITY or ATLANTIC BEACH OR FLORIDA DEPARTMENT or TRANSPIRATION STANDARDS -7SQf—' C:7 AND BE PERFORMED UNDER THE SUPERVISION OF , fV;%-*N (CONTRACTOR'S PROJECT SUPERINTENDENT) D AT-'-ACI'2�A c-�-�eU '-I* TELEPHONE No.dS%Af)-LpLAkfj 4. ALL MATERIALS AND EQUIPMENT SHALL BE SUeWECT TO INSPECTION my THE DIRECTOR Or PU13UC WORKS OR HIS DESIGNEE. 5. ALL CITY PROPERTY SHALL BE RESTORED To ITS ORIGINAL CONDITION As FAR AS PRACTICAL, IN Ker-Ptmc WITH CITY SPECIFICATIONS AND THE MANNER sAnsrAcToRy To THE CITY. 6. A sKLTcm OR PLANS COVERING DE-rAjLs or THIS INSTALLATION SHALL BE MADE A PART OF' THIS PERMIT. 7. THIS PERmrTrmr- SHALL COMMENCE ACTUAL CONSTRUCTION IN GOOD FArrH WITHIN SC) DAYS FROM THE DAY OPSAID PERMIT APPROVAL AND SHALL BE COMPLETED WITHIN (�\C> DAYS. IF THE BEGINNING DATE: IS MORE THAN 60 DAYS FROM DATE OF PERMIT APPROVAL, THEN PERMiTTEE MUST REVIEW THE: PERMIT WITH THE DIRECTOR OF PUBLIC WORKS TO MAKE SURE NO CHANGES HAVE: OCCURRED IN THE AREA THAT WOULD AFFECT THE PERMITTED CONSTRUCTION. a. IT Is UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE E:)crENT or THE CrTy'S RIGHT, TrrLF- AND INTEREST IN THE LAND TO BE ENTERED UPON AND USED BY THE HOLDER, AND THE HOLDER WILL, AT ALL TIMES, ASSUME ALL RISK OF AND INDEMNIFY, DEFEND, AND SAVE HARMLESS THE CITY or ATLANTIC BEACH FROM AND AGAINST ANY AND ALL LOSS, DAMAGE. AND COST Or EXPENSES ARISING IN ANY MANNER or THE EXERCISE OR ATTEMPTED EXERCISES BY THE HOLDER OF THE AFORESAID RIGHTS AND PRIVILEGES. 9. THE DIRECTOR OF PUBLIC WORKS SHALL BE N D TWENTY-FOUR (24) HOURS PRIOR To STARTING WORK AND AqAJN IMMEDIATELY.UPON C M LET1 suamr-rTr-D BY: (PLACE CORPORATE SEAL IF APPLICABLE) SWORN TO AND SUS RIBED BEFORE ME THIS DAY or j��Ob(9� NOTARY PUBLIC ELLEN W.SISSON Notary Public,State of Florida MY COM.expires April 30,2004 COM.No.CC932019 EXISTING CITY UTILITIES .............. LE.7; L E�=VY 7 rr r 1W G) c 0 r- > 0 Legend, ditch_graphic water-line xr�_sanifary sewer pipes -gravity ouffall line