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930 Paradise Cir (vault) PERMIT WORKSHEET Certificateof Occupancyl Job Address: 930 PA1(LA0,5f—z::- G*rz_ Type Work: Property Owner: es-1-C 0 KI Phone # Zq�7 �51 Contractor: C)LL) Phone # Permit Date Issued: 60-1 Tree Permit# I rrl - 10 Foundation Permit# Demolition Permit# BUILDING ELECTRIC # P MECHANIdAL PLUMBING # U.7 Temp.Power# Footing '7-(P-016 JEA Release Date C)5 Temp, Power Slab Letter Rec'd. Underslab / A b �vll 24 Tie Beam Temp Pole# A Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ AI'D Rough Rough Top out Framing to Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Nvd o6' Drainage Inspection: 17, 7' 1 Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: Page I of I Graham Shirley From: Kaluzniak, Donna Sent: Wednesday, March 14, 2007 4:47 PM To: Walker, Chris Cc: Graham Shirley; McKay Cathleen Subject: RE: Final Inspectons/C.O. for 930 Paradise Cir. A.S.A.P!!! All OK From: Walker, Chris Sent: Wednesday, March 14, 2007 4:25 PM To: Kaluzniak, Donna Subject: RE: Final Inspections/C.O. for 930 Paradise Cir. A.S.A.P!!! Everything is good here. From: Kaluzniak, Donna Sent: Wednesday, March 14, 2007 331 PM To: Clemons, Malcolm; Walker, Chris Subject: FW: Final Inspections/C.O. for 930 Paradise Cir. A.S.A.P!!! From: McKay Cathleen Sent: Wednesday, March 14, 2007 2:55 PM To: Kaluzniak, Donna; Carper, Rick; Matthews, Carlene; Showman, Lisa Subject: Final Inspections/C.O. for 930 Paradise Cir. A.S.A.P!!! BestCon is requesting a final C.O. inspection 930 Paradise Cir. pmt#05 29688 Contact: Regan @ 246-3747 Builder:BestCon 3/14/2007 City of Atlantic Beach Building Department Certificate of Occupancy This Certificate issued pursuant to the requirements of Section 110.2 of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Date: March 14, 2007 Owner: Bestcon Address: 930 Paradise Circle, Atlantic Beach, Fl 32233 Construction Type: Wood Frame Use Classification: Single Family Residence Permit Number: 05-29689 DAVID HUFSTEAER BUILDING OFFICIAL [Building, 'I * ' M Planning & Z)n oning j Inspection CITY OF ATLANTIC BEACH 7Department CERTIFICATE OF OCCUPANCY WORKSHEET I _ 1 ____Jl Date Requested: Contractor Name: Permit #: 'Ffi-e-og z>7-S Property Address: Legal Description: Improvements to the above-described property have been completed in accordance with the terms of the permit and are certified to be ready for occupancy as: W_ _�Single-Family Residence F-1 Commercial F-1 Other: Lowest Floor Elevation: Required As Built The following must be completed before issuing Cert(ftcate of Occupancy: Department Date Notified Date Approved Approved By 4.0e 0* JI Fire V #T --c-- Pi�blic Works c) 7 e-7 Planniag-tYept- Building Dept. Final Survey with FFE 'es F-1 No All Re-Inspect Fees Paid Yes &F-1No FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Bestcon Homes Paradise Preserve# 16 Builder- B-estcon Homes Address- Paradise Perserve# 16 Permitting Office: Jacksonville Beach City, State: Jacksonville Beach, F1 Permit Number-. Owner: Jurisdiction Number: 261100 Climate Zone: North I. New construction or existing NeNN 12. Cooling systems 2. Single family or multi-family Single family a. Central I Init Cap: 24.0 kl3tu/hr 3. Number of units,ifniulti-farnily SEER: 1100 4. N urnber of l3edrooms 5 b. Central Unit Cap:30.0 kBtu/hr 5. Is this a worst case? cs SEER: 12,00 6. Conditioned floor area(W) 3058 ft� C. Central I init Cap: 18.0 1<13111/lir 7. Glass area&type Single Pane Double Pane SEER: 12.00 a. Clear g-lass,default U-factor 0.0 W 450.0 ill 13. lleatinasystenis b, Default tint 0.()ft2 0.0 112 a. Electric Heat Pump Cap:24.0 k8tu/hr c. Labeled 11 or SHGC 0.0 112 0.0 W FISPF: 7.10 8. Floor types h. Electric Heat Pump Cap:30.0 kBiti/hr a. Raised Wood,Adiacent ft IJSPF: 7.10 h. Slab-On-Grade Edge Insulation R�0.0, 157.0(p)ft c. Electric Heat Pulup Cap: 18.0 kBtu/hr c. N/A HSPF:7.10 9. Wall types 14. Hot water systems a. Frarne,Wood,Exterior R=I 1.0.3036.0 fil a� Electric Resistance Cap:50.0 gallons h. Franic,Wood,Adjacent R=11,0, 165.0 ft' EF:0.91 c. N/A b. Electric Resistance Cap: 30.0 gallons d. N/A EF:0.91 c. N/A c. Conservation credits 10. Ceiling types 0 IR-Heat recovery,Solar a. Under Attic R=30,0� 1862.0 F1 DI-IP-Dedicated heat purnp) b. Under Attic R�-19.0,57.0 W 15. IIVAC credits c. N/A (CF-Ceiling fan.CV-Cross ventilation, 11. Ducts I IF-Whole house fan, e�n 1 H, a� Sup:Cort. Ret:Con. AH:Interior Sup. R�6.0, 125.0 ft2 --- PT-Prograniniable Therniostat"' b. 2 Others 225.0 fit NV-C-Multizonc coolu )91 MZ-1-1-multizone heating) FEB Glass/Floor Area: 0.15 Total as-built points.- 43731 Total base points.- 47406 PASS I hereby certify that the plans and specifications covered Review of the plans and VCIIE S by this calculation are in compliance with the Florida specifications covered by this 0 Energy Code calculation indicates compliance with the Florida Energy Code. PREPARED DATE: Before construction is completed Z 12 this building will be inspected for I hereby certify that this bufldij;�, as des', ed, i's in compliance with Section 553.908 compliancle�qFlori a ner! Florida Statutes. D) ot, Py C M6 I e�-_C K OW BUILDING OFFICIAL DATE: DATE: EnergyGauge@(Version: FLRCPB v3.30) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Paradise Perserve# 16,Jacksonville Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF Points .18 3058.0 20.04 11030.8 Double,Clear S 8.0 8.0 74.0 35.87 0.52 1381.7 Double, Clear E 1.5 17.0 180 42.06 1.00 753.6 Double, Clear E 1.5 15.0 6.0 42.06 0.99 251.0 Double,Clear N 5.0 8.0 18.0 19.20 0.79 273.1 Double, Clear N 10.0 8.0 72.0 19.20 0.68 934.2 Double, Clear N 1.5 8.0 44.0 19.20 0.97 817.1 Double, Clear S 9.0 8.0 40.0 35.87 0.50 721.2 Double,Clear E 1.5 8.0 30.0 42.06 0.96 1208.3 Double, Clear N 1.5 8.0 16.0 19.20 0.97 297.1 Double,Clear N 10.0 8.0 18.0 19.20 0.68 233.6 Double, Clear N 1.5 8.0 30.0 19.20 0.97 557.1 Double,Clear W 1.5 &0 8.0 38.52 0.91 281.5 Double, Clear S 1�5 6.0 13.0 35.87 0.86 399.2 Double, Clear E 1.5 8.0 15.0 42.06 0.98 604.2 Double, Clear N 1.5 8.0 30.0 19.20 0.97 557.1 Double, Clear W 1.5 8.0 18.0 38.52 0.96 664.4 As-Built Total: 450.0 9934.6 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 165.0 0.70 115.5 Frame,Wood, Exterior 11.0 3036.0 1.70 5161.2 Exterior 3036.0 1.70 5161.2 Frame,Wood,Adjacent 11.0 165.0 0.70 115.5 Base Total: 3201.0 5276.7 As-Built Total: 3201.0 5276.7 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent %0 2.40 45.6 Exterior Wood 106.0 6.10 646.6 Exterior 106.0 6.10 646.6 Adjacent Wood 19.0 2.40 45.6 Base Total: 125.0 692.2 As-Built Total: 125.0 692,2 CEILING TYPES Area X 8SPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1800.0 1.73 3114.0 Under Attic 30.0 1862.0 1.73 X 1.00 3221.3 Under Attic 19.0 57.0 2.34 X 1.00 133.4 Base Total: 1800.0 3114.0 As-Built Total: 1919.0 3354.6 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 157.0(p) -37.0 -5809.0 Raised Wood,Adjacent 11.0 528.0 0.70 369.6 Raised 528.0 -3.99 -2106.7 Slab-On-Grade Edge Insulation 0.0 157.0(p -41.20 -6468.4 Base Total: -7916.7 - As-Built Total: 685.0 -6098.81 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®R/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Paradise Perserve# 16,Jacksonville Beach, Fl, PERMIT#: BASE AS-BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3058.0 10.21 31222.2 3058.0 10.21 31222.2 Summer Base Points: 43420.2 Summer As-Built Points: 44381.5 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 44381.5 0.333 (1,000 x 1.147 x 0.86) 0.284 1 Mo 448J2.0 44381.5 0.417 (1.090x1,147x0,86) 0.284 1.000 5602.5 6.9 44381 5 0.250 (1.090x1,147x0.91) 0.284 1.000 3361.5 43420.2 0.4266 18523.0 1 44381.5 1.00 1.065 0.284 1.000 13445.9 EnergyGauge Tm DCA Form 60OA-2001 EnergyGauge®R/FlaRES'2001 FLRCPB v3.3O FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Paradise Perserve# 16,Jacksonville Beach, Fl, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Pointl .18 3058.0 12.74 7012.6 Double, Clear S 8.0 8.0 74.0 13.30 2.73 2687.8 Double, Clear E 1.5 17.0 18.0 18.79 1.01 340.1 Double,Clear E 1.5 15.0 6.0 18.79 1,01 113.5 Double, Clear N 5.0 8.0 18.0 24.58 1.01 447.8 Double, Clear N 10.0 8.0 72.0 24.58 1.02 1806.8 Double,Clear N 1.5 8.0 44.0 24.58 1 M 1082.4 Double, Clear S 9.0 8.0 40.0 13.30 2.94 1561,2 Double,Clear E 1.5 &0 30.0 18.79 1.02 575.0 Double, Clear N 1.5 8.0 16.0 24.58 1.00 393.6 Double,Clear N 10.0 8.0 18.0 24.58 1.02 451.7 Double, Clear N 1.5 8.0 30.0 24,58 1.00 73&0 Double, Clear W 1.5 6.0 8.0 20.73 1.02 169.7 Double,Clear S 1.5 6.0 13.0 13.30 1.12 193.2 Double, Clear E 1.5 8.0 15.0 18.79 1.02 287.5 Double,Clear N 1.5 8.0 30.0 24.58 1.00 738.0 Double, Clear W 1.5 8.0 18.0 20.73 1.01 377.3 As-Built Total: 450.0 11963.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 165.0 160 594�O Frame,Wood,Exterior 11.0 3036.0 3.70 11233.2 Exterior 3036.0 3.70 11233.2 Frame,Wood,Adjacent 11.0 165.0 3.60 594.0 Base Total: 3201.0 11827.2 As-Built Total: 3201.0 11827.2 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19,0 11.50 21&5 Exterior Wood 106.0 12.30 1303.8 Exterior 106.0 12.30 1303,8 Adjacent Wood 19�0 11.50 218,5 Base Total: 125.0 1522.3 As-Built Total: 125.0 1522.3 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1800.0 2.05 3690.0 Under Attic 30.0 1862.0 2.05 X 1.00 3817.1 Under Attic 19.0 57.0 2.70 X 1.00 153.9 Base Total: 1800.0 3690.0 As-Built Total: 1919.0 3971.0 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 157.0(p) 8.9 1397.3 Raised Wood,Adjacent 11.0 528.0 3.60 19M8 Raised 528.0 0.96 506.9 Slab-On-Grade Edge Insulation 0.0 157.0(p 18.80 2951.6 Base Total: 1904.2 1 As-Built Total: 685.0 4852.41 EnergyGaugeS DCA Form 60OA-2001 EnergyGaugeS/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Paradise Perserve# 16, Jacksonville Beach, Fl, PERMIT BASE AS-BUILT INFILTRATION Area X BWPIVI = Points Area X WPM = Points 3058.0 -0.59 -1804.2 3058.0 -0.59 -1804.2 Winter Base Points: 24152.1 Winter As-Built Points: 32332.1 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) 32332.1 0,333 (1.000x1,169x0.88) 0.480 1 Mo 5669.1 32332 1 0A17 (1.069 x 1.169 x 0.88) 0.480 1.000 7086.4 32332.1 0.250 (1.069 x 1-169 x 0.93) 0.480 1.000 4251�8 24152.1 0.6274 15153.0 1 32332.1 1.00 1.095 0.480 1.000 17007.3 EnergyGaUgeTm DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Paradise Perserve# 16, Jacksonville Beach, Fl, PERMIT#: BASE AS-BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 2746.00 13730.0 50.0 0.91 5 &63 2655.47 1.00 8298.4 30.0 0.91 5 0.38 2655.47 1.00 4979.0 As-Built Total: 13277.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water Total Cooling + Heating + Hot Water Total Points Points Points Points I Points Points Points Points 18523 15153 13730 47406 1 13446 17007 13277 43731 _____j PASS .�,VIAE S 0, 01) EnergyGaugeTm DCA Form 60OA-2001 EnergyGaUge@/FlaRES'2001 FLRCPB v3.30 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Paradise Perserve#16,Jacksonville Beach, Fl, PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION ' REQUIREMENTS FOR EACH PRACTICE CHECK Ex terior Wi ndows&D oors 606.I.A BC.1.1 Maximum:.3 cfm/sq.ft.window area; .5 cfm1sq.ft. do or area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or sea[between:windows/doors&frames, surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends penetrations; between wall panels&top/bottom plates; between walls and floor. 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.I.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 PRESCRI-PTIVE 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%. Showerheads 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 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1,602.1 Ceilings-Min. R-1 9. Common walls-Frame R-1 I or CBS R-3 both sides. Common ceiling&floors R-1 1. EnergyGauge Tm DCA Form 60OA-2001 EnergyGauge0a/FlaRES'2001 FLRCPB v3.30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* 84.1 The higher the score,the more efficient the home. Paradise Perserve# 16, Jacksonville Beach, Fl, I. New construction or existing New 12. Coolingsystenis 2. Single family or inulti-farnily Single family a. Central Unit Cap:24.0 kBtu/hr 3. Number of units,if muiti-farnily I SEER: 12.00 4. Number of Bedrooms 5 b. Central [Jilit Cal):30.0 kBtu/hr 5. Is this a worst case? Yes SEER: 12.00 6. Conditioned noor area 012) 3058 CC2 c. Central Unit Cap: 19.0 kl3tuAir 7. Glass area&type Single Pane Double Pane SEER: 12.00 a. Clear-single pane 0.0 W 450.0 W 13. Heating systems b. Clear-double pane 0 0 J12 0.0 1`1` a. Electric Heat Pump Cap:24.0 kBtu/llr c. Tint/other SHGC-single pane 0.0 W ft 2 HSPF:7.10 d. Tint/other SHGC-double pane 1). Electric Heat Pump Cap:30.0 kBtu/llr 8. Floor types I-ISPF:7.10 a. Raised Wood,Ad.iacent R=-11.0,529.01'12 c. F.Icctric Heat Pump Cap: 18.0 kBtu/In- - b. Slab-On-Grade Edge Insulation R=0.0, 157.0(p)1`1 HSPF:7.10 - c. N/A 14. I-lot watersystems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood,Exterior P=1 1.0,3036.0 R2 EF:0.91 - b. Frarne,Wood,Ad.iacent R=11.0. 165.0 112 b. Electric Resistance Cap: 30.0 gallons c. N/A EF:0,91 d. N/A c. Conservation credits e. N/A (FIR-14cal recovery,Solar 10. Cei I ing types M III-Dedicated heat pump) a. Under Attic R�30.0, 1862.0 W 15. HVAC credits b, Under Attic R=19.0�57.0 ft 2 (CF-Cciling fan.CV-Cross ventilation, c. N/A HF-Whole house I'an, H. 1)ucts PT-Programmable Thennostat, a. Sup:Con. Ret:Con. AH:Interior Sup.R=6.0, 125.0 FF NIZ-C-Multizone cooling. b. 2 Others 225.0 ft MZ-H-Multizone heating) I certify that this home has complied with the Florida Energ Efficiency Code For Building gy ZD Construction throu h the above ener- saving features which will be installed (or exceeded) 9 'y S7, in this horne before fi I tion. Otherwise, a new EPI, Display Card will be completed 0 0, based on installed ^6 0 e(�o ipliant fi atures. Builder Signature: Date: Address of New Homeq- tsb 1f--96f-C(V 1�-'ity/F[-Zip: 01)WE *NOTE.- The home's estimated energy pei.-fbrmance score is only available through the FL.411RES compuler program. This is not a Building Energy Rating. ffyour score is 80 or greater(or 80fior a I IS EPAIDOE Energy,51ar[Adesignalion), Your home niqy qual�Afior energy ef ortgage(EL incentive. .ficienqy rn v if vou.obtain a Florida Energy Gau�ge Rating. Contact the Energy Gauge Hotline al. 3211638-1492 orsce the E"erk�q,(;auge vvehsi/e at wwwj,�ec.uqf edufior infiormation and a list of cert�fied Raters. For iqforinalion about Florida's Energy 4f ,ficiency Code For Building Construction, contact the Del?artment qf Coin in un hy I ffWrs al 850/487-1824. EnergyGaugeR(Version: FI,RCPB v3.30) RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone One Energy Design Systems JW W9/04 1u65 Oak Vale Rd,,hcksonv(Ile,F1 32259 Phone _.)O,�297 12��]x Eifl,�il W I,,'tl�et For: Bestcon Homes Paradise Preserve# 16, Jacksonville Beach, Fl Notes: ........... Weather: Jacksonville, Int'l Ali-port, FL , US Winter Design Conditions Summer Design Conditions Outside db 3 2 `F Outside db 93 ',F Inside db 72 _'F Inside db 72 'F Design TD 40 `F Design TD 21 "F Daily range M Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 24270 Btuh Structure 15248 Btuh Ventilation air 0 cfm Ventilation 0 Btu h Ventilation air loss 0 Btuh Design temperature swing 3.0 'F Design heat load 2421-10 Btu 11 Use mfg. data In Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 14943 Btu h Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btu h Heating Cooling Infiltration 3677 Btuh Area (W) 1272 1272 Total latent equip. load 4367 Btuh Volume(ft:1) 12720 12720 Air changes/hour 0.69 0.45 Total equipment load 19311 Btuh Equiv. AVF(cfrri) 146 96 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n1a n/a n1a n/a Eff iciency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Heating temp rise 0 �'F Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cfm Heating air flow factor O�000 cfin/Btt.jh Cooling air flow factor 0.000 cfm/Btuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet:all requirements of Manual J 7th Ed. vviItE."ft 201�I Asirj-10 1 fj 45 56 C'DoclimAs and SCA11119S't LlStcn I er'J"'�'F,cco I,nt,,;WVr1'.j I I I�E� �i F'ain4�,-.Fli 1 G C I .. ...i Page I milk RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Two Energy Design Systems Job: 9/9104 1065 Oak Vaie r1d.Jacksol-II FI 32'2519 Phone 904 287 53-19 Fa,, 904 125k Fmai I net jill For: Bestcon Homes Paradise Preserve# 16, Jacksonville Beach, I Notes: NINE Weather: Jacksonville, Int'l Airport, FIL , US Winter Design Conditions Summer Design Conditions Outside db 32 'F Outside db 93 �F Inside db 72 �,F Inside db 72 '�F Design TD 40 I'F Design TD 21 -F Daily range I Rel�tive hurnidity 50 % Moisture difference 56 grilb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 22060 Btuh Structure 14388 Btuh Ventilation air 0 cf m Ventilation 0 1 Ventilation air loss 0 Btuh Design temperature swing 3.0 `F Design heat load 22060 Btu h Use mfg. data n Ratelsvv,ing multiplier 0.98 Infiltration Total sens, equip. load 14100 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 690 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 2686 Btuh Area (ft2) 1258 1258 Total latent equip. load 3376 Btuh Volume (ft3) 11322 11322 Air changes/hour 0.56 0.37 Total equipment load 17476 Btuh Equiv. AVF(cfm) 106 70 Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a n/a n/a n/a Eff iciency n/a Eff iciency n/a Heating input Sensible cooling 0 Btuh Heating output 0 1 h I cooling 0 Btuh Heating temp rise 0 -F Total cooling 0 Btu h Actual heating fan 0 cf ril Actual cooling fan 0 cfm Heating air flow factor 0,000 ctni/Btuh Cooling air flow factor 0.000 cfm/Btuh Space thermostat nia Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed- 10�155b F�'i jilt��jjjtE�F,�SjrjCjjtI,]j111 �v A ly r Paje 2 RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Three Energy Design Systems Job: 819104 1065,Oak Valp Rd,Jacksoiwlle,F132)5q Phone '404-227 r,.339 F a� 911 1-2'�,'I-125�3 Em-111 '1 gydeSI'-j11-'7 P 11111111 !,!!111'111111!Ill 111111111 L�0 AUMU For� Bestcon Homes Paradise Preserve# 16, Jacksonville Beach, FI Notes� RIGHT-J LOAD AND EQUIPMENT SUMMARY Zone Three Energy Design systems Job- 819f04 1065 Oak Vale Pci,Jacksomille,F1 32259 Ph-Jn,�, W,4-2F,,7 5,12P Fax q0 1 2��T,1258 Em�i I 'let 11110 11111�1!1111:111111 Illip!I!I Ill ii FoF Bestcon Homes Paradise Preserve# 16, Jacksonville Beach, Fl Notes: Weather: Jacksonville, Int) Airport., FL , US Winter Design Conditions Summer Design Conditions Outside db 32 "IF Outside db 93 "F inside db 72 ",F Inside db 72 OF 6 Design TD 40 ,�F Design TD 21 �F Daily range M Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 12628 Btuh Structure 8303 Btuh Ventilation air 0 cf In Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat load 12628 BtUll Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens, equip. load 8137 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 460 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 1556 Btuh Area (ft-) 528 528 Total latent equip. load 2016 Btuh Volume (W) 4224 4224 Air changes/hour 0.87 0.58 Total equipment load 10153 Btuh Equiv. AVF (cfm) 6'� 41 Heating Equipment Summary Cooling Equipment Summary Make P/a Make n/a Trade n/a Trade n/a n1a n1a [Ila Eff iciency n/a Eff iciency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btu h Latent cooling 0 Btuh Heating temp rise 0 OF Total cooling 0 Btuh Actual heating fan 0 cfm Actual cooling fan 0 cf m Heating air flow factor 0,000 cfrn/Btuh Cooling all-flow factor 0,000 cfmlBtuh Space thermostat n/a Load sensible heat ratio 0 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ht vvric --�c:pft 2004-Aug 1 P. 10 45 5(D 111F51, C V)ocumppts and rai 1�, clay cty i pacle, 06/02/2006 14:16 9043962633 CLARSON & ASSOCIATES PAGE 02/03 MAP SHOWING BOUNDARY SURVEY OP LOT 10 AS SHOWN ON MAP OP PARADISE PRESERVE AS RECORDED IN PLAT BOOK 57, PAGES 31 THROUGH 37C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. BEARING REFERENF9;-6E'ARiNG- SHOWN ON RIGHT-OF-WAY LINE HEREON IS THE SAME AS SHOWN ON THE ABOVE: MENTIONED PLAT NOTE. THE PROPERTY SURVEYED HEREON APPEARS TO LIE: WTHIN FLOOD ZONE "X' AS SCALED FROM THE FLOOD INSURANCE RATE MAPS, COMMUNITY PANEL NO. 120075-0001D, DATED 4-17-89. ELEVATION SHOWN THUS: (12.94) REF15RS TO NA71ONAL GEODETIC VERTICAL DATUM. PARADISE CIRCLE �I-YATE 50- R/W) p z C40NCREM WALK 'T PT 149.76' 76�29' PC S89 O.D.uu- s �o ui CONCRETE-, STEPS 15' ORL LEGEND: CONCKTE PATIO -6 0 FOUND 1/2- IRON (1-13 1704) 7,.3! 24.3' j 0 SET 112- IRON (UR 1704) RIW RICHT OF WAY PC POINT OF CURVATURE PT POINT OF TANCENCY to BRL BUILDING RESTRICTION LINE 7.3i CH Clt4OR0 DISTANCE R RADIUS v— 2 STORY FRAME V4' L ARC LENGTH DWELLING FIN PL EL (12.94) N U) to .4' cl uj t (D FED Rob ,�- 0 0 ENTRY,'. CONCRETE' 2D.IV 190i J'PLAS?IC FEiVCE LOT 10 PC —x R--105.00'- CcwcAE7r WAUC 0 A 1p 01 ,9 t000-241. FINAL SURVEY: 4-11-2006. NOTE. CORNERS AS NOTED BY SYMBOL. I HEREBY CM71FY THAT THIS SURVEY, PERFORMED UNDER MY RESPONSIBLE DIREC71ON MEETS THE MINIMUM TECHNICAL STANOARDS FOR LAND SURVEYORS IN ACCORDANCE MTN CHAPTER 61G17-6, rLORIDA ADMINISTRA77VE CODE (PURSUANT TO' SECTION 472.027, FLORIDA STATUTES), AND FURTHER CERTIFY THAT THERE ARE NO VISIBLE ENCROACHMENTS UPON THE SUf3JE(�-J. P'KOPERTY ExcEpr AS SHOWN. SURVEYED- JUNE 21 2005.7, 7—...... ............ IQUVO� AND ASSOCIARS� INC. IPPOrns)ONAL SURVEYORS & MAPPERS SCALE. 1 20' 443'NALDO AW., jAcKsowuz. rL,, .32207 (IR04) 3g 623 LB 0. 1704 LI, FIELD eOOK.- 719 PAGE: 73, 74 FIELD E300K., 769 PACC., 25 RE*;`T�RVEYOR NO. 4447, FLORIDA A. HILL JR. Q\DWG\AL07�\PAItADISEPRESERVE\LOTIO.DWG\C SUM Iwr v 0 VOTHOUT EMOOSSED SURVEYOR'S SEAL Rece � ved T � me Jun . 2 , 2 : I OPM PAGE 1 Date: 03/08/2005 MANNING BUILDING SUPPLY LOG # : D0536F TRUSS DIVISION JOB # : JACKSONVILLE ir Salesman: JOHN FERGUSON Pitch: SYS42 /12 Customer: BESTCON HOMES Job Name: KEY WEST 1 Address : 1484 LOURAL WAY Address : ATLANTIC BEACH 32233 Designer: JB - --- -- -- - - - -- - - - -- - - -- - - - -- - - --- - - - -- - - - -- - - -- -- - -- - - - -- - - - -- -- - -- - - -- - - - -- - - Left I Right Qtyj Span I O.H. I O.H. I Description - -- - - - -- - - - -- - - - -- - - -- - - - -- - - - -- - - - -- - - - --- - -- - - - -- - - - -- - - - -- - - - -- - - -- - -- -- - - 1121.11.. 10. 101 In 612111111 101 101 JF2 6118-2--8 10 - 101 JF3 2117-11-8 10- JF4 101 RAMED 1117111--8 10- 101 JF5 11101111, lot 101 JF6 [E A L 4 110-11-1 101 101 1 F7 2 13012118 101 1 01 JF8 9 13012--8 10- 101 JF9 2129-11-4 10- 101 IF10 4117 -3--12 10- 101 IF11 1117 -411 101 101 IF12 low 3 16941112 101 1 01 IF13 6 11216--12 10- 101 IF14 3. 112 10" 101 1 01 IF15 I I I I - Beams I I I I 2 18 1 1 JBM1 GPLAM 1611 216 1 1 JBM2 GPLAM 1611 2 110 1 1 JBM3 GPLAM 16H 2 16 I I JBM4 GPLAM 1611 2 14 1 1 JBM5 GPLAM 1611 2 14 1 1 JBM6 GPLAM 1611 I - I I I I I I I Hardware Floor 19 1 1 1 ITHA422 SY42 Hanger - - --- ---- - - - --- - - -- - - -- - - - -- - - - -- - - - -- -- - -- - - -- - - - -- - - - --- - - -- - - - -- - - --- -- --- - 49 - Trusses 19 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 12 - # of Beams 0 - # of Rim Board - ---- - -- - - - --- - - -- -- - 49 Total Trusses Alpine Engineered Products, Inc. 1950 Marley Drive Haines City,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL1999 Page I of I Document ID:lSL6151-ZO707121004 Truss fabricator: Manning Building Supply Job Identification: D0536F-KEY WEST 1 Truss Count: 15 ModelCode: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995(STD)/FBC Engineering:Software: Alpine Software,Version 6.33.0716.23. Structural Engineer of Record: Address: % Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind Notes: Scal 17,wte:03/0-7/2�4.05,�- 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer/engineer of -Truss 13-esign Engine�`r._ record, as defined in ANSI/TPI 1-1995 Section 2.2 Denise Ruiliaie 2. The drawing date shown on this index sheet must match the date shown Florida License Number�58131 1950 Marley Drive' ' on the individual truss component drawing.. 1 Haines City,FL 33844 3, The load$ indicated on all referenced girder trusses areconsistent with the truss layout provided by Manning Building Supply for the above referenced job identification. Loads applied by non-truss elementsiand basic load parameters are to be reviewed and approved by the EOR/building designer. 4, As shown,on attached drawings; the drawin number is preceded by: HCUSR151 No Standard Details J Ref Description Drawing# Date 1 .162037--Fl 05066164 03107/0,; 2 62038--F2 05066168 03/07/OE 3 62039--F3 05066162 03/07/01, 4 620140r-F4 03/07/05 5 62041--FS 05066154 03/07/0� 62042-46 05066167 03/07/0 7 62043--F7 05066166 03/07/0 a 62044�F8 05066163 03/07/0 9� 62045--F9 050661W 03/07/0 10 62046--FlO 05066159 03/07/0 11 62047--Fll 05066156 03/07/0 12 62048--F12 05066160 03/07/01 13 62049--F13 0506615LJ(GD36, 14 62050--F14 0506619761008 EER1NG, INC, I OAK 1 15 62051--E15 0506616VtAA---1 7 FLORIDA '32257 CE RT OF AU:TV1 SHOP V", ORIZAT-ioly DI., No. 9784 POSIT-1014 X APPROv,CL) C1 APpRj ri NIOrAP,,,,,,' VED AS NOTED D,,l-rE��Z rnglneeerr�o-, R 200 Lows J. GASR' I Cer, NO. J,5 39476 for Comfort,,;1 1,.* '11W o",shoo e the is ont Projecte,,',* "Vlth 0 d r, y *M81maer 006 09'7`7 conceot 0 Ot rogpom , 1`4119VO the'. f from th . oibtllty 10" *:0'69ated �Ifg AnY deviltion nor (for' C;Q;1tr1Ct docu. ly for *`rroj's "nop oro , TH IS DWG PREPARED FROM COMPUI ER I NPU T (LOADS & D I MENS IONS) SUBM IT TED BY TRUSS MFR D0536F KEY WEST I F1 Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(FT) - - (LUMBER DUR.FAC.-1.00 / PLATE DUR.FAC.-I.00) BC 120 0.12 21.54 TC From 333 PLF at 0.00 to 333 PEE at 21.67 BC From 7 PLF at -0.13 to 7 PEE at 21.79 Trusses to be spaced at 16.0" OC maximum. Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 3X3= I.5X4(R) 1.5X4(R) W-3 X 5 3X3=- 1 0-8 1 4-0 1-0-8 2X4 111+8-112 2 X 4 111 3X3—= W-3X5-- 3X3_� i.-E 21-11-0 Over Continuous Support R-336 FILE W-21 11-0 jgt 0 RU�j 0�� Note: All Plates Are 1.5X4 Except As Shown. ... ............ 49, *r FL/-/3/-/-/R/- /R"Y 2 3 el*. PLT TYP. Wave TPI Design Crit: TPI-1995(STD) /FBC 6. Scale =.3125"/Ft. —WARNING— TPIISS[S PFOUIPE FuPrEOE CAPE IN [ABRICAIIIN. HANDi INC. SHIFT ING. IN�IAI I INC,N�Nljl PRACINGa R CS H LIING CIP11INEN1 1AII�1.1NI111II:CN,1,, PM.1.ID Y,IP, A11RUI PLAIT 1 62037 "" `0'�_j I "' ' 1 1 S I JUIE IN 52 TC L L 40.0 PSF REF R151 N I T I S, O'IFNUPT� rP.. I I ITT R I tIEP 6 ID' M,D[SON G I 9171Q) COT E 1��I'I'l I I P1 I CIA T''I'I l'USE F%(CJONS� NI FSS 0 THFRWISE IND ATE TC DL 10.0 PSF DATE 03/07/05 PP F IS �T�C A, 1 11 010�D SHALL J�VY RPP(SPEP[iY ATTAO�IJFD STPtKTIJP0AI TNFNELM� AGND RHETT11M NIIOPD SIW�' HAVE A Or R IT OOTGfD CEIIING 0 ENTFRPRI;E I r S 01A F ilk_ BC DL 5.0 PSF DRW HCUSR151 05066164 T IMPORTANT— P11PNISH A COPY 0F TiIIS DESIGN TP THE iNSTAI I�THN (FNTRAcI(OP. 1LPI1�,1,rENAI1IIFPFDN0;d%. ..G-. , P, , I ITI III 1111AI IT" F1111 "" ;5N; AN' TAIII)RE A I. -ENG MNM/ADR ALPINE "A I.,'C A IN G. ""DL I',G. S 11.N�G" NSIALLING X RPACIN 'IF"III U"'111 I'll BC LL 0.0 PSF HC DESIGN COFNFOPM� 141TH APPIDURLE PPO-VISIONS III NM (NIT10NAL DESIGN SPEC, BY AF&PA) AND IPI. lowl)",% IM 11AV1 41111',11"1�11, 11,11_1 LV S PI TOT.LD. 55.0 PSF SFQN- 77060 I "' ' 1 0`-" 'LPIN I N P" P, �"IA", DD111"," A I 11 N "0 ""EAL NA 1) IT A A T' FROM JB DUR.FAC. 1.00 71ppi,ne Engineered Products, ric. `O'F"1POOIE 111C IN I"I FEE TP1111 111111111TI11 N I y ley Drive SS :�F E D 19-50 Mar DFITGN SIDIIIN IHI AND 11�,F Ht, IMPII�I 'IT FI-P ADY RIHI IN(! I� 111F PF�PQNIIHII flY 'IF 11 Mines �1144& I Z031 ----------I, -�I I." 't-r I__Ai" , I- _�J. I 'L - THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR D0536F KEY WEST 1 F2 Top chord 4x2 SP #2 N I 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 Max JT VERT DELL: LL: 0.44" DL: 0.17" recommended camber 1/4" IN LILU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Trusses to be spaced at 16.0" OC maximum. CHORD SPACING(IN OC) START(FT) FND(FT) BC 120 0.08 21.50 Deflection meets L/360 live and L/240 total load. Truss must be installed as shown with top chord up. 24" 11 9 12 8-1-4 15" Typ. I, 3X5�- 1.5X4(R) =-3 X 5 W-3 X 5 1.5X4(R) 3 X 5 3 X 3 3 X 6= 4X4 III 3X3�- 3X3=- 3 X 3-- 3X5=- -If- 1-4 0 7- 1 0-8 1-0-8 zn��o — n!��Zl J- +8 1-2 -L FS. ," W-HS2512= M 2X4 III 3X6=- M5� 3X3= 4X4 III 3X6-- 3Q�- 3X3 3X5 3X6= 2X4 III -E 21-11-0 Over 2 Supports R-795 W--3" R-795 W-3" RU jr PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995(STD)/FBC 6. .23 FL/-/3/-/-/R/- ale =.3125"/Ft. Sc WARN I PE EYTPFMF CAPE TN F�RPICATION, HANDIING, SHIPPING, INSTALLIN6 AND I -IN1�JF -- 'PH"', 'I""- -OE"'N'N T S F F I" I I�;'AF. 52 TC LL IE�'1�1""" 1"' 1 0" THE.'NO A A ETY I NFORMAT�OOH� PLIFILISFiff'HINY ""I A(TRUSS FIAT I No 40.0 PSF REF R151 62038 P 0 P HE,. ,0 " "0'- "'HIS 0 N. ". ...1 9) AN P VII'A EI T IT S 0 A" . FILE I CA, 630P FNTFPPPISE t II OF (IN, WI 5371 FOR A C IV P A,, P A IHIIE 1111TI111 " "HE' IS' A ' :* TC DL 10.0 PSF DATE 03/07/05 A A ' E R II:11111,11111 I"111PE111P"I%'D H 0 T(,M,NO" A HA I I...H111 A 1E1IWP1I11'N7T�C1FI1I TOP CIPOTI) SHALL HAVE PPOPFP1EY ITTACII 11 THIA A A A RIGID C[11 ING 40'. S OF BC DL 5.0 PSF DRW HCUSR151 05066168 —IMPORTANT—FUPP41SH A COPY OF THIS DESION To THL INSTAUITI�N CONIPICTOR. ALPINE FFIGINEFLED 0 0 PI III;1�.'�l N"--F"IFIAIl.11IIHT I 11111111'�'Nl L"111 ANY 1F1'I',%1II1E1 1P1I1F;1IF1 OF I:Gl;",F,,,NY.11.P11F1P'FI'IO'61I11 TIFF ;P- I 1 1. IST 0". P, -ENG RB/ADR ALPINE N 11 A L F, B I'�TIN I', I, 'PH"" BC LL 0.0 PSF HC S, LESION (ONE PHS N y I ITH AFFIICAP I E PPO�ISIONS OF NUS NATIONAL E 1111 ANH IPI. 1tPILH TOT LD 55.0 PSF SEQN- 77063 CONNECIIII P'L'AIFSHAPI FAIDE OF �H,t-tfGA (W,IT/S/K) AirH Al— GEADF 40'fE�O WB. K,FI.S� GAIV. A`P PL,Ft'F I -(H 1:11 IC TPUSS �N[). 000 E,I THIS 111111. 1(111111111 PIP IIA1411I� 11.�'% �' TP I I 7A11pine Engineered Products, nc. F' m 12 S IL H IFT11 NO I ANI 1111 FSIT:�—Pl-'Il'11,1,11 SOL,Ll 1,FL 1�1,'111 11 F, DUR FAC 1.00 FROM JB ITT[ SHIT I I III, 1111"I"S", ILI� I Mar 1950 Marle�Drive DE S 0 SHOWN I HSF , I A P 8 . I, I laines(W - 33W& 1' "''�L __Lj� NA'_ 'LPA- LA' 1SAC" Z07t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 00536F KEY WEST 1 F3 lop chord 4x2 SP #2 N I 2X6 continuous strongback. See ANSI/IPI 1 02 Sect. 7.5. But chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. BC 120 0.13 17.83 Truss must be installed as shown with top chord up. 1 8-1-4 -1 24" _1 8-1 4 I- 1 1 15" Typ. 1.5X4(R) 04- 1. 5 X4(R 3 X 5 3 X 3=- 3 X 6-- 3 X 6= 3X3=- 3X5-- 4X4=- T 7- 1 4 0 0 8 1 0 8 8 1 21 5X5�- 3 X q q I y 5 X 5 3X5� H3� 4 X 4 111 4X4 III 3X3� 3X5= 2X4 III 2X4111 1- 18-2-8 Over 2 Supports H R-989 W-3" R-989 W-3" R 12 11kU i-F.id". PET TYP. Wave TPI Design Crit: TPI-1995�STD) l/IEB.0 6. 3 FL/-/3/-/-/R/- Scale "WARMIRG— TRUSSES PEHDIPF EXTREME CAPF IN FABPKAIION, HANDI ING. SHIPPING. INSTATE I" All IIAI,1"1,, 1�52 I -- 62039 rSI I A', IN ...B"; B�� 40.0 PSF REF R151 11 11 (BUILD 3MP1INENI,,1AT1,1 ....... ... �'HD NT ...I D No. I 11T C L L IF 21 ING C S"N 7 ,I ....... A I I B I'll 1111TO1,11., ("I B, PADT ANI It CA It HO IRUSI I(M"R AIR' 0 U PFRUISON, WI A371A) FOP SAFFT1 PIA111111 PRI,)P I D I EPVBP MING TU17SE F(HO'TIONS. IINLES� OIHFPWISF INDICATE C D L 10.0 PSF DATE 03/07/05 I AT A'F'T "PH"HO I "N" P IllAll HAII IP111111 I A 5 AND BOTTOM(HOED SMAIL HAVE A PPOPFPlY AfIACHE I r -----–— G. B C D L 5.0 PSF DRW HCUSR151 05066162 of "IMPORTANT** Fuptliso Y cOPY Of THIS DE�IGN I() TOF IN TAJIATIFN f'HNTPAI—R� ALPINE EN61NFFRFD S OF IP 0 VOCTY, IN('. SHALI NOT BE PFSPtNSIBIE FOR ANY DT�IAI I Ol 111"H4,i5"I ANI FA,LURE I I' 1 -.0 .. B C L L 0.0 PSF HC-ENG MNM/ADR ALPINE IPDSS IN ClJNr0PHANI-1 HI TO 111 1111 IIBII(��AIIIG, 11 ' ` H ' �"lALL INC,& HPA-rN,� i9, .. I,,-...I V N E��N� I �RTL",, TO I -... loavID.. I 'R'V IS I It N S 0 "1' A -1 B I IF Hl ISION `S'Al�!`A) 11D 1'11� AL P I it .......... 77065 (1 1,A A 11,11 I'll ... .. TOT.LD. 55.0 PSF SEON F IV .. Epw I , N A IIAILS W I'l 11 11,1 1, 11LF11 'IN ED " "'I I 'i 1"0"', BN" IN"",I ION "F PI A IS TIM 111 11 0 IPII 1 11; '1 A""INl ON HI, DURJAC. 1.00 FROM JB 71pine Engineered Products, nc. 191WIN11 Itillf"Ifs A(llEPT4NCF'TF PHY"FISISNAL I�N'112V�PI�Nl P111111AID]i llY` SOIEt Y Yl)R 114E TRUSS I-OF4PONENT 1 950 Marley Drive OF SlWt "HWUN, THE Sill I 4H 11 1 rY ',NO HSI I�V I H I�f 1HIP(OJ[N I F,p ,BY pit it D I D� I S THE HE AFONA IF I I I Ty IF a C I N Qk '4. J 1SEJ,' Z031 THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NER. D0536F KEY WEST I F4 Top chord 4x2 SET #2 N I 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5, Hot chord 4x2 SP #2 N Webs 4x2 SO #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Truss must be installed as shown with top chord up. B C 120 0.08 17.54 HANGER- SIMPSON'S THA422 Deflection meets L/360 live and L/240 total load. FILL ALL NAIL HOLES. NOTE: SPECIFIED HANGER(S) BASED ON SOUTHERN PINE LUMBER VALUES.REFER TO MANUFACTURER'S PRODUCT CATALOG FOR PROPLR APPLICATIONS. 8 1-4 24" _1 7 10 4 15" Typ. 4X4=- 1.5X4(R) 3X5=— 3Q�— 3X6=— 3 X 3�— 3 X 3=— 3X5—= 5X7=— TT 1 4 0 4-0 1 0 8 If` 8 1 2--L I 5 X 5 3X5= 3X3=— 4X4 111 1.5 X 4 111 3X3= 3X5= 5X5— 2X4 III 2 X 4 111 17-11-8 Over 2 Supports R-975 W-3" R-988 R U i.F ;9 PLT TYP. Wave TPI Design Crit: TPI-1995(STD) /FBC 6. .23 FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING— IRUSSFS OWHIE L�IPEME CARE IN TABRICAIJON, HAND(ING, SHIPPING. INSTALLING AND HPACING. EP 10 B CST I IT LUTING ONENI SAFFTY INFOPMAT:ONO, HUUBEISHF Y TPl ATHHS REF R 15 1-- 62040 � TOPF OFF I P R IF AT[ I NSTF TBT F 0, 2 TC LL 40.0 PSF ONUFPTO DO PO N 1 5�71q) IN 1 5 H It I A 6100 ENT PPPI D' SoTTE I DIOSMP A UNC IT A I ;E I, N 0 MADISON, W1 5`T719) FOP AT TY P A�.TWCES IPIOIT T''rCPFI)PWM'TN'C T'I ESE CILINCI IONS, hPIE�S'OTHERWTSF INDICAT TC DL 10.0 PSF DATE 03/07/05 S r P 1 9 P I �' DIP CHOPD SBAI[ HAVE PP(�PFPI Y ATTA(HUD SIPUf THRAI PANE 5 NO UTTTOM -IK)PP SHAI�' HAVE A PROPFRt Y ATTACH 1, ;To CFTI ING. ST 0 BC DL 5.0 PSF DRW HCUSR151 05066165 "IMPORTANT** rUPNISH I FOPY OF JHIY DESIGN FIT THE INSIALLAII(IN rDNTPACTnP. AT PINE ENGINEER A4T F .Ax. 1161DIC:N.�1,"I".",11"'I'LLOTOTIT,IIFP'1111"N"T131 I Ilpll',"Pl Dl%,.T�N F-M.;1,1,11 III I;IiN;�',IAII"A,�11111 TO THJ�L[) I BC LL 0.0 PSF HC-ENG MNM/ADR ALPINE P , I A I , " I IN IN ,IN IN T' I N 0 1 A I I"I P11S11 0 F B T BIT C(J N�N)UI B I I IT AP P I I E A I�F P P IT V I S I F N8 Iff N 1)A 0 N A I 10 N A IF%I'S I GN �F[C. BY AT&PA) ANN III ILI. M IT L 'Pt" TOT.LD 55.0 PSF SEQN- 77067 PLY I I S �P[ HIDE 'IT TV H/S/k) 111D A151 GUAD I ��,GA��I, IT111 'Llltl III E—I 1 11 1 4 111 U1 I AIIII, 11141 ES I T1 I III I'll I ST I)I A I I I T HIS I I WTN Z I IT 111;1,'IT I NP�I 'I INI P1 A'.I I, I"I'1% TT�I �Ipiine Engineered Products, Inc. 'I',T Y11�IN I 111'ITT I"111 1, 111 11�): 1118 11111111�1)N N' S, N",Ij I Y _p THE 1 11 111"101FIll DUR.FAC. 1.00 FROM JB PH T,F 1950 Muley Drive [11 sl��N 1111`14N� THE' IIT�I[Ilt I`Ty AN 1)�[ FIT DHI, I, III laine,,j., -��Ial,44 1111" 1 1 i'7 � 'tific I _�_ ", 'I"�--I t,- ---A, , , —T--L-IA "I.-Ac k, ��' a -----------IL THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BO' TRUSS MFR. D0536F KEY WEST 1 F5 Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: SPECIAL LOADS CHORD SPACING(IN OC) START(FT) END(FT) --- (LUMBER DUR.FAC.-1.00 / PLATE DURJAC.-1.00) BC 120 0.29 17.75 TC From 366 PILL at 0.00 to 366 PLF at 17.71 BC From 10 PLF at 0.13 to 10 PLF at 17.83 Truss must be installed as shown with top chord up. Sheathing is required for any longitudinal (drag) forces. All Fasten rated sheathing to one face of this frame. connections to be designed by the building designer. 1.5 X 4(R) 1.5X4(R) T 1-0-8 1 4 0- -8 0 8 1-21 2 X 4 111 2 X4 III i< 17-11-8 Over Continuous Support R--371 PLF W-17-11-8 R Note: All Plates Are 1.5X4 Except As Shown. IFI PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 6. .23 FLZ-/3/-/-/R/- Scale =.375"/Ft. —WARNING— fRUSSFS RFOUIP[ EXTREME CARE IN FACIPICAT(ON, HANDI INC. SHIPPING, INSTAILING AND FOR REFER To RCSI 1 03 (BUILD ING C OMPONENT SAFETY INIQPMAT�.N), PCRLIS�(IED By TP�l (,1,PUSS PLIIE INSTITU IF No 52 TC L L 40.0 PSF REF R 15 1-- 62041 (IN rPjT , SUITE R S"N' W[ 51719) AND W I C A W(Ift ;1,OF SS HIT 1 11 E PIC' 130. 1 RE F P 1, 1 9 " DP 2 U' MA DI NO,I DI ON. W1 3119) FOP SAFETY PRA I CES PRIOR To FRFOP r THESE F NCTION OIWLSS PILL 9*1n A T C D L 10.0 PSF DATE 03/07/05 N Isr IND CA I "A S C I P M NG S PW I TOP CHORD SIT A I t HAVE PEO UP III[Y ATIACHFD SIPU(110PAL PANIC A D RUTTLPJ CHURD SHAI L HAVE A PPOPFRI Y CIS IT TiA RIGID CEILING. "IMPORTANT** OF B C DL 5.0 PSF DRW HCUSR151 05066154 INSTAIIAITON (ONIRACI(IR, 11P[NE [NGINFFPFD S til.- E T 'OUPINISH A COPY (II THI� DFAIGN I" THE H B A 'I'll 0, -ENG MNM/ADR I B C L L 0.0 PSF HC ALPINE "POP......�PP 11""�IANTY�DWO'1�1'11) P71N ":""IT;�Lll� % 'S ON I P BE G' f G�I AS I G N I P G�, B &PhU AND [El. A L'I I fS4 DEST N CONF RODS WITH APPLICAR I E PPOV SION H1 LOBS (NATIPNAI I I (ONN'CTI)P P�'ATFS APE MADE OF 20118/11](51CA (U.H,-SJ1E) ASIM Af,�3 GRADE AP/6'(O (14. K/H.S� GILV� ST[rt� APPIY' ........ TOT.L D. 55.0 PSF SEQN- 77070 PlLhlf� I(' Ih(U tAlf 0 1PI— AND, I ES, (,TUF_J�, L'II_ I E 0 N TO I S 1) A N 111G, I'll�111, P" —Dtf Z Alpine Enggirteered Products, nc. I�TFA FLI I IWF D 13Y SHALT BE PEP VLPF X A3 Of TPF I 1. 11, TPIJ5 At 1950 Marley Drive B Fhll��' '111-111AIIJ 0; PIPIO ISSIONAt FN(iI?HTP1DU PESPONYIBIL ITY SOLFt' I OR OHL �A I OOTPONFN� DUR.FAC. 1.00 FROM JB U—IGN 11111WN� (III sUTTIRII ITY hND H�C (IF 1111� CLM11ONINI TOP ARY GlOtlflj- 11 THE 1ITFIIN11RII TOY ITT 1WF Mar flainesCli-FT 33844 4 �� : ificate# ,_ ,, &_, - ,_A �� j_�E, _ Z03J --A-111 I-------AV - -------A4 --t---i- I HIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SLUBMI FTED B TRUSS MFR D0536F KEY WEST 1 F6 Top chord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 120 0.12 10.54 SPECIAL LOADS Deflection meets L/360 live and L1240 total load. - - (LUMBER DURJAC.-1.00 / PLATE DUR.FAC.-I.00) TC From 366 PILE at 0.00 to 366 PILE at 10.67 Truss must be installed as shown with top chord up. BC From 10 PLF at 0.13 to 10 PLF at 10.79 Sheathing is required for any longitudinal (drag) forces. All Fasten rated sheathing to one face of this frame. connections to be designed by the building designer. 2 X 4 111 1.5X4(R) 2X4 III 2X4 III 2X4 III 2X4 111 1 5X4(R) T J- 1 0-8 1 4 0-0-8 8 1 2—L'--L 2X4 III 2X4 III 10-11-0 Over Continuous Support R-368 FILE W-10-11-0 RISU Note: All Plates Are 1.5X4 Except As Shown. '%F.iC4'-. PLT TYP. Wave TPI Desi gn Crit: TPI-1995(STD)/FBC 6 2 3 FL/ Scale —WARNING—TROWS RE0111PE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AN 1�11D� 11111,1111,1,1NBI III "TP 1'., ''R""Gf No.5 2 TC L L 40.0 PSF REF R 15 1-- 62042 PFFIR In 1111 1 D' "FIE RIN''OF-D"N' 'A"" INTO .. PLATE IN,,-TD,, R.GN 'HE. D G F% N .....�E R,, SUITE 11D BE SO N 1 111111 'NO WCA 11 U H I, TIT 371�) FOR S�FMAY in " DP I 2 MADE ON. PPA�TWIII 1R..1 N1 T'H'E'11 fCHNL`EIONS. UNLESS OLD �C�AEE, 5 FT I ' F M ,'PIT"' "' " * 1 03/07/05 TnP CHDPO SHAI I HAVE PROPFRIY ATTACHED SIPUCHIPAL PAMIL, AND BOTTOM CH"PD SHALL HAVE A Pn1FP1Y 11 TC D L 10.0 PSF DATE RIGID ILILTNG. 06T 0 B C D L 5.0 PSF DRW EICUSR151 05066167 —IMPORTANT—FURNISH A COPY OF THIS O[�IGN in THE ENS[AIIATION CDNTRACTOR. 11PIN STAT OF :,r F , I ANY 01,111,111 1111M 11111 DII�G"; ALPINE ED D"T" "' "I'LL 'O'R 'P' 11, L G. A P 1j. N T G C 0 B 1 0.0 PSF HC-ENG MNM/ADR TP I,,, I N 11,11,01111VI .I 111 111; 1A B F""I I N HAND 'D I 'IN A , 4 1"1 i � IT,LOT"I,"" BC ILL PI KAHLE P1O%I""ON' "1"0" (I",I 111",",1,DPI11111,11,11.(11 11/11"� 11�rl"P�1, I AD, 0, '0/1 1, 0 ILI" SEQN- 77072 A, G AD �PIL TOT.LD. 5 5.0 PSF 11 '�� RL D G "7/1�F JS' LM 11 ,n I H, ��Ip D IF E,L� G, PIATES TO fA( FA(E 1 1 14 tj N F H 1114 E 01 11 11 N ES 1, 1 N 0 11 1-1 1 1 11 1 nW11 BY I I 1", 11 1 1111 In "I'll F, A S, N I I 71pineEngineere (1, P n"", L �� "I'll, DUR.FAC. 1.00 FROM JB A Pwd.cts, nc. ',Ry, 'I A, I F1 OP [OF UP'S 1 1 1950 Marley Driole R HS1 I n I� COMP�NFC�'T r,�p NNY RHii P I N, I A in[F P E�FONA I R I t I I PFSIGR SDOWN. THE SHI[,�BILITY AND ly 'lainesQk— -1 33844 _11A, L��O3 U -------3 ificate IL, rizatioll. --------A THIS DWG PREPARED FROM COMPU FER INPUT (LOADS & DIMENSIONS) SUBMI I TED BY TRUSS MFR D0536F KEY WEST I - F7 Top chord 4x2 SP #2 N See ANSI/TPI 1 02 Sect 7.5 for additional bracing requirements. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 120 0.08 10.50 Truss must be installed as shown with top chord up. 4-5 8 24" 4-5-8 15" Typ. 3 X 3= 1.5X4(R) 3 X 3=_ 1.5X4(R) 3X3= 6 X 6 111 6 X 6 111 3 X 3�— T 1 4 0 1 0 8 0-8 r I +8 1-2—L' 3X8- 3X8=— 3X3�_ 2 X 4 111 2 X 4 111 < 10-11-0 Over 2 Supports 3>1 R-588 W-3" R-588 W-3" RU A -1995(STD) /FBC Scale PLT TYP. Wave TPI Design Crit: TPI 6. .23 FL/ -WARNING- TPHSSFS PEOLIJPE EX(PIFIt CARE IN FARRICATION, HANDI ING. SHIPPING. [NSIAILING AND BI TC LL 40.0 PSF REF R151-- 62043 R EF ;%�I"IIIMAI�111, T11,B,1SI1"CON1Y I�IE "T1111 11111 IN". 0 " To "" I G' ""'DT TH"' I DO P 11 1 11 DP . SO III I H G Ell N 1 5'1A'I' D W CA R MFPIC" 'N." I'll, 1111P MADE IN 371 FDR S�FM'TY PD��CWCES PR'OP I PFOPW"OTNO'TO SE FUNCT'IONS. MILE S .1111.", IND�IATI 111P 100(�D 110"I I H YIE IPIIIPI Y APTTA(:HFO �IPECTHPOAI'PANEfS AND 8 LITOPT(:HCPO �HAI I HASVF A PPOPENI Y ATTACK TC DL 10.0 PSF DATE 03/07/05 RTGIH 'III ING, **IMPORTANT** IIJPNISH A C(OPY OF THIS DESIGN TO THE iNSTALEATION NTRAfmP. MPINE ENG[NEEPED S OF ,t BC DL 5.0 PSF DRW HCUSR151 05066166 ke IS N III FIR All DI H ANY W111L G II)II U 'HE - ) 0 ILA IN 0 P 11,ING I I RISSFS, -ENG MNM/ADR ALPINE PIPIIDS' N.�"Ill 1."HIT'l 7P I" P IFA I HIN ''N"711:11'1%9"�'1'11111LING IT' *..**A:f B C L L 0.0 PSF H C IPLI(:AH;C PP"MCNS'0F NOSG-N1I.DNAl%ES1I1!N 11'EC'� y AT&_ AND T"I AT 1,1 (MSSIGN CONFPP`S lITTH Ar B N -AZO IIIA—, M I ( I , ( 1- --- ,PNNF(TOP CIA I FS ARE MADE ()I 20/ITi/I6GA (O,H,S!Y) AATIJ A-3 ,PAO[ 41 A(, 0 LILV� STIFf. APPLY' TOT.L D 55.0 PSF SEQN- 77074 PIL�ItS If) fA(H fl(E 01 Pl AND. UNIESA )1HFPWE1l tl",AIED IP "'Is OT11(,N. P')SI 11('N PEP OP\WIN 16PA Z �Ipine Engineered Products, nc. AN Y W:N S I H I C1 I P�,A(I E OCCLIWFLICS1,C i') 1111�I,HIE I 1'CPP'I'll 1,A 1,H1, A NO 1,IP IA G I I P 1111 �I'll -P I'll TP[JSS 10 D"'N' I DUR.FAC. 1.00 FROM JB 1950 Marley Drive D, I'D 11) 0 " I I L�, , I D'I'G', 1111"CIN. THE 101flpll I I I AND I l II ANY BLIHOINL, IS I'll Pr111)l1lEILI,Y I, a 4aine le PT 338 el I Et- L03 t ific' - 4 LA A -L a z2A. _ ---- -----A _____A_�- ---A: - —4, ___A' LL TH IS DWG PREPARED FROM COMPU I ER INPUT (LOADS & 0 1 MENS IONS) SUBM I I TED BY TRUSS MFR D0536F KEY WEST 1 F8 Top chord 4x2 SP #1 Dense IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Bot chord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 120 0.17 29.88 SPECIAL LOADS WARNINGIE A reaction exceeds 20000 lbs. (LUMBER DURJAC.-1.00 PLATE DUR.FAC.- I.00) TC From 1068 ELF at 0.00 to 1068 PLF at 29.96 Truss must be installed as shown with top chord up. BC From 10 FILE at 0.13 to 10 FILE at 30.08 Sheathing is required for any longitudinal (drag) forces. All connections to be designed by the building designer. 4X4 III 3X5 III W-3 X 5= 4 X4 III I.5X4(R) 3X3=— 4 X 4 111 4X4 III 4X4 III 4X4 III 4X4111 4X4111 1.5X4(R) 4 X 4 111 4 X 4 111 4X4 III 4X4 111 4 X 4 111 4X4 111 3 X 5 111 4X4 III 4X4 III 4X4 III 4X4111 4X4 III 4X4111 1 4 0 1 0 8 1 0 8 A-1-2 W�D5=— 5X5—= 5X5�— 1.5X4 III 1.5X4 III 30-2-8 Over Continuous Support R-1069 FILE W-30 2-8 RU Note: All Plates Are 2X4 Except As Shown. i.F.iC4-.. PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 6. .23 . I FL/-/3/-/-/R/- Scale =.25"/Ft. —WARNING--TFUSSES PEOUIRL EXIPFCIF CARE IN [ABRICATILN, NANDI INC,, SHIPPINU. IN�lAt 1141, All IP11,111 f N, T2 TC LL 40.0 PSF REF R151-- 62044 3 "A' L A', III,.L'C', """' '""' )� PI'IBISI N N'YH C1 ADIPICA, IIINIPIII N I I', "NI) N . ...... AN I A, S �1"IY rlA�1'111 11INR TD NEPI(TWING JPHESE '�%J(CIONS (NuESS OTHEIIIIII IN AIIEV DISON, It 5311'I FIN` S E TC DL 10.0 PSF DATE 03/07/05 MA ALI IIAVF PIIOPFRt� ATTACIFL) �IRU(TINI�ALPPANFLMI 80TTCm rimplt SJLAI I NAVE 4 PP'I"p,Y "�A P CHORD SH A' 0 RIGID CEILING. IPI ([PUSS PC"'CD IN ...D.;C N 0*; ST A F BC DL 5.0 PSF DRW HCUSR151 05066163 **IMPORTANT** FUNIALI A CnPY OF THIS DESIGN III ILIF INSTALLATION NTPACINR� At I iNF, 'Lill u A 11 1AIIIII 11 EN I J.L I I to,-..*. )BC LL 0.0 PSF HC-FNG MNM/ADR ALPINE A t I A'l' G, 5, 1 G NS, C I- L' P F, P, 11 1 11��,I" ........"I N"C A'� `11� I N' I, N Ill". A I I I N I X001" F�An ne,Firni-hrieered Product,. n, P......`Ns CF ND� (N�l IONAI Stu B1 NII IPI. A M S I �j " Dt""N I, I,I `........ TOT.L D. 55.0 PSF SEQN- 77102 NNIII I I, I L A 111 M I D I') I I I� A 11; 11 A N A, 4 6 H GALV. ITF A, '17111 -N P') I I o N P L 1, 1)1,�I, F I S ,-" I ,- `/ I 1� I I 111 H 1 11 1 1) "1 1 I'll. N1 "IN I N " ED 14 Hil 1 16 L A'y Pt ATES Fu N I I) I I I l�'1,1 1', 1 1, SE 1 111, ONAL Alpine Engineered Products, nc. E "CPJAN�� L,P,�,,"u"I 11 DUR.FAC 1.00 FROM IRAW;NC`L(`III N I A C I I,N I S I R I I I TY '0L 'lull"11 VIIIIEN, JB 1950 Marley Dri,e M SIGN IN"'IN INI, 1"I I 1911C III ANN USE lu IIITI INIIIIIIIIIII t111) �111 IIIJII uING 11 Tuff `E�PIIN�INJI TTI tl INL fain s Q,---T'T 33844m, I'll, I F-I'A"N I Ej t _jA I _LL U-�L ificate&-- , rizatio& ------A�l ------A,--- -------A,, -------31, mrd 4x2 JP 1112 N + 2X6 continuous stmn8bock. See ANO/TPJ l 02 Sect. , Hord 42 SP 0 Dense Webs 42 SP #3 IN LIEU OF STRUCTURAL PANELS OR Kl&0 CEILING USE PURLINS: CHORD 3PACINC(}N 0C) START(FT) END(FT) lection meets L/360 live and L1240 total load. BC 120 OiU8 29.79 uss must or /osm' /eo as ^xvw./ with top wmv up. (4i 1 2 30-2-8 Over 3 Supports — rvp. THIS DUG PREPARED FROM COMPUTER INPUI (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. D0536F KEY WEST 1 F10 Top chord 4x2 SP #2 N 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. But chord 4x2 SID #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. B C 120 0.08 29.52 Truss must be installed as shown with top chord up. 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. 7-9 12 24" 24 5 1 12 + 12 11-12 15" Typ. 3X5—� I.5X4(R) X 5 3 X 3 3 X 3 3 X 3 3 X 3 W 3 X 5 5 X 8=— 3 X 3-- 3 X 5-- 3 X 3=— 3 X 3—= 3 X 5=- 1 0 8 1-4 0 1 4 0 V h A 1-2 -L W=3X5=— 3X3= I.5X4 III 3X5� 2 X 4 111 3X3� 3X3= 1.5X4 III 5X5= 3X5- 3X5=- 5X5= 1.5X4 III 3X3=— 2 X 4 111 2X411i 3X3—� 2X4111 17-5-12 —I 29-11-4 Over 3 Supports R--877 W-3" R 1881 W-3.5" R-625 RU 11FIC4,-. PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 6. .23 . k FLI-/3/-/-/R/- Scale =.25"/Ft. *6 '*WARNING** TPUSSIS PEOLIFT EXTREME CARE IN FABRICATION, NANDI INC. SHIPPING. [NSIAI ...... BRA(ING.E i C,S I By JET (FROSS ' I I TC LL 40.0 PSF REF R151-- 62046 PEE E' To 2 P3 (BUT LDING COMPONENT SAFETY IETFOPMAI�D�%), TPURLISHED PLATE INST ITTIE, S-jr No.;,2 D'LN 0 FRIO DR., I P 111 2 0 0 of I N 1 C3 7 19) AND IT I C ND 11)SS OF 111�1111A, 11LD 11411111�11 Lff MADE ON, WE 1371 1 FOP S�f"TY RP1*TOCFS PRIOR 1. ENFOR"I G ON, N S OJILIPW�11 IND AlIn S E C I p M A P 'PREY A,:C TC DL 10.0 PSF DATE 03/07/05 TOP CHORD SHAIL HAVE PR(OPERLY AfJACNFD STPUCTUPA[ PANFIS AND ROTTPEI(LORD S-t:' HAVFS 0 A,OF RIGID CEILING. ST 0 BC DL 5.0 PSF DRW HCUSR151 05066159 "IMPORTANT**f`1JPNIS" A COPY OF THIS DESIGN TO [[IF INSTALLATION CDNTRA(,(Ip. 11EIIN NGTN EPP I A F ."&- — LO, 1,N1 P1' T""' IS AN1,1A I I'll E I P ID I ID I I HC-ENG MNM/ADR ALPINE T'Pl PUTI( I"I'll P111111111 I B111 TO 'IN "'A N D N'ROOM"�P1 I ND' N IT;ALI E A N,"' I'D, 111. B C L L 0.0 PSF N " AN 1 8' G L' EI'All- AN' Tl 'LILLE 1p, [)I S 1 GN COLIC R 5 1 T14 APPI I(,AN I PR(CV S[(ON OF RD� NATI"111 I I GIL 11 1 to (ONNf(I(lP P�'AMIES`AFC MAIL OF '201111/1'6A (S,11/S/K) A(�fM—Si PPADE 4DI'O (W. K/",S� GA'11- 11111- APPLY TOT.LD. 55.0 PSF SEON- 77111 11 11TS 101 FAF 11 IAIE % IRDS' YND, UNIFES, OIHIPWI�F LI�C,110 �)�N Illil DbElIGN. 10511[011 1 P D All N e Engirieelred Products. n, A I "I: 1110'1,0111,'1-P, API 11, SIO"T 1�1 I �Ipine Eng-i eered Products, nc. I'l'Y.�I'L..INFI:�"I`Ll `AIC111111111�,L 110411111"111 1 1'I�l"111 1 N G TFIEIN'�"' P I'1"0 N I I Il` I I, M 1, F IT 11 DUR.FAC. 1.00 FROM JB ` ` A ' 7 ' A 1950 Marley Drive DF�IGN SJP)WR H1 WITAR[i IfY AND [ISF 111 TIII� COMP"RENI FCOO ANY FUJI 1-46 I� TOE PESP(ONStprl f l', Of I fainesC4,k- — 33844m BUILT& 1)N[R Pt 11 1 11L- J Rg,- Z03jl _11ficate IL�--rizatioral,-� I S E TO I S DWG PREPARED FROM COMPU I ER INPUT (LOADS & D I ME NS IONS) SUBM ITT ED BY TRUSS MIER D0536F KEY WEST 1 - F11 Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L1240 total load. B C 120 0.08 16.90 Truss must be installed as shown with top chord up. 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. 7 9 12 -1 24' -1 —7 6 0 -1 15" Typ. I' I 4X4-- - 5X7-- I .5X4(R) 3X5�— 3X3-- 3X3=— 3X3-- 3X3=— 3 X 5-- 1 0 8 1 4-0 4 0 +8-1 2—L I 5X5= 2X4 III 5X5 3X5= 3X3— 1.5X4 111 1.5X4 111' 3 X'5 2X4 III 3X3=- 17-3-12 Over 2 Supports R-940 W-Y R-952 RU IN PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 6. .23 FL/-/3/-/-/R/- Scale �.375"/Ft. —WARNING— IPIJSSL� PEOPIRE EXTREME CAPE IN FABRICATION, HANDI TPIG, SHIPPING, INSTAIIING AND 8P Af,I N6.E N�.? 2 T C L L 40.0 PSF REF R 15 1-- 62047 PLEAD Q ED-"' 1 (11 MU1111"N'1j.Pl�PU%N I"IA"I'll'.N IOPMAT�QNO. RUBLI'DID By T(P'T A(TPUSS PLATE INSTI T HIE. 18iff R UN')"'D D U T,F "D I I I SS HHUNCIL PLPICA, 6300 IN Lp PPIS1 III M�DISPN. WI 171 1 TOR ;,Mly 111�1'111 11THI T''1'11'4�N'G T'HE"IE 'FUNCTIONS. INIETAS 0 'AIES I TNDI' A S N B "I""WIS T C D L 10.0 PSF DATE 03/07/05 5 9 E I A D P I I HO TOP CHUBB SHAI I HAVE PPOPEPL Y AT T ACHF D S I P IT(I UP I PANFI CHORD SHAI I HAVF A PPHPFRI A ITTA RIGID CLIL IN G. —1MPORTANT** FURNISH A COPY OV THIS DESIGN It) [HE IN�IAIIATION I ON FRACTHR AL P"E N't NE RED STAAY. E OF B C D L 5.0 PSF DRW HCUSR151 05066156 I R, AN :Gl:A',LAII�Y, AT LEE RD LD [IT 1 11:1111,111,11L, . ..... L I ALPINE LET R I1:11%U"DIN I 7N"`MH1'1'1TNP"' B P AU NG Or I R BC LL 0.0 PSF HC-ENG MNM/ADR G' U "' A DI'll—I P L,.N III S IGN CONF OPMS D I I P AP PL I C ABIEF P-V I I-S �,F NDA, (NAT fl)N�t HIS GN S1 AND 111� A E 1,�MINIIIII 11,1,1.111 A�11.MIDI 11 1 1,1MT All,�IRII�IP O4� 1�"jl -'I' SR El 1,.G, 11,�ILIZ TOT LD. 55.0 PSF SFQN- 77113 A", 1, A I- F T P BS, AD UNLESS HE W�A'E .. " R A G T�Ll N I. A H' P "N IP 1 2 N P" ` 0 Alpine Enggimeered Products, ne. ,'R'Y,, Sh LI BE PIP ANNEX A3 or 12 1 (�1. I I N TO I I G WIPING 1ES111NSI ITH IPUSI'- IPI ""'�"Tl BIT11yo SHILI Y FOR DUR.FAC 1.00 FROM J13 11 1 A EN`I " " I NA D :A ` AL j,"N I R By BUIt RING IS IEUF PVSP(]NSI 1,1 , 1950 Marley Drive DESIGN —)WN THE SUITABILITY AND 0SF (If 11111 A ER I B I, "I a lainest -,* 33=x, LT, "iD, p A 03A E zL )b�k�cffificate �i-e�vwnzatio I��zu, t L- _k, AA, ----------- --J� -A' THIS DWG PREPARED FROM COMPUIER. INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MIR. D0536F KEY WEST I F12 Top chord 4x2 SP #2 N + 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP #1 Dense Webs 4x2 SP #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) SPECIAL LOADS BC 120 0.08 1.33 (LUMBER DUR.FAC.-I.00 / PLATE DURJAC.-1.00) BC 120 0.08 3.83 TC From 100 FILE at 0.13 to 100 PILE at 17.33 BC 120 1.33 6.40 BC From 10 PLF at 0.00 to 10 FILE at 17.33 BC 120 3.83 7.58 TC 667 LB Conc. Load at 6.56 BC 120 6.40 9.71 BC 120 7.58 10.67 Deflection meets L/360 I ive and L1240 total load. BC 120 9.71 13.17 BC 120 10.67 15.67 Truss must be installed as shown with top chord up. HANGER- SIMPSON'S THA422 BC 120 13.17 16.92 FILL ALL NAIL HOLES. BC 120 15.67 16.92 NOTE: SPECIFIED HANGER (S) BASED ON SOUTHERN PINE LUMBER VALIJES.REFER TO MANUFACTURER'S PRODUCT I CATAL I OG Fp�, PRO PER APPLICATIONS. -1 7 9-12 15" Typ. I- I 5V�- 4X4=- I.5X4(R) 5X7_� 5X5=- 2 X 5 111 4X4-- 5X5=- 5X5�- 5 X 7=_ J_ . I . I T T 1 0-8 + 1 4 0 4 0 5X7= 2 X 5 111 8 1 2--L I 5 X7�_ 5X8- 2X 5 111 2X 5 111 5X5- 2 X 5 111 5 X 5=_ 17-4-0 Over 2 Supports R-1358 W-Y R 1204 RU IF PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 6 3. 23 FL/-/3/-/-/R/- Scale =.375"/Ft. -WARNING- TpussFs PFquiPE EYTPFMF CAPE IN FA13PICATTON, HANDI ING. SHIPPING, INSTALLING AND NG PEE U ILDINGUC OMPGOIENT SAFETY INFOPMAT�HN,1,, PI.11,111,1,D,,IY TPI AITI I PIAT1PlD1IT .... . No. TC LL 40.0 PSF REF R151-- 62048 ED �;3 ED P'.T, G ON 11DI I ITT IS`1 1 5`1/191 A I - EVE S '%,""y PllA�I'Cll 11 1111 IT`1 "I'llA1111"NG T'F11 TINT VINI� NL111 111 II'L PW I TIE; P MADI ON, Y4 1 5�71�) I(,, SE 111DIIA TC DL 10.0 PSF DATE 03/07/05 TOP (�APHPD SHAIL HAVE PPl`)PFEPlY ATTACifflFD STPICTIPPAIPPANHELI"AND HOTTOM CHORD HAVE A PR PEPLY ATTACH PIGID CEILING. '*IMPORTANT** FDPNT�ll APY DF THI� DESIGN TO THE INSTALLAIPIN CONTRACTOP. AiPINF ENGINEERED STATE 0 _.J B C D L 5.0 PSF DRW HCUSR151 05066160 P"""'Im, ED I IT `"D 1' 1; ANY 1111111E TIO BBUIT 1' 1111 -ENG MNM/ADR ALPINE I'll G 111/1,111, "1 G1111,11 11r,I I I P, P,I,","I I N ID� IT A N T E'�I I�I s I I:DP P 111 NG,I" IN G , IT P,AT'H; 'I IIIJISES. BC LL 0.0 PSF HC DESIGN ((04, S GI'll All"lll"Al�,I/Pl��,'�IIAIIIS.11"1�S IflI.DDA1, H1115N IPEI� GY A1111) IDD,T%.", 1�1.,l IIINNECIOP ILI Is ,ODAOPHSS �ll "', G (H " "I , I ', 1PAO1 'l,l, I A I I A .. TOT.L D. 55.0 PSF SE ON- 771 32 ViAllS TO E-1:H TAIE , r 49, HED ESS HIDIPWT11'L"11I-'A'ED G""TN', d Products, nc. I�NAIS��"IT`Elll:""1 111, IIAAT, IT "IF' "T"I"". 71pine Engirleere I I""'0 1' SIIAI I BE PEP ANNE� A 1 01 1 P I I I"11 A III A 1111 HIT THIS 1950 Marley Drive 1PI A 1111 'I -1111111,N11 11GINIIIINI FIESPONSTRU ITY 'HH El I I'll I":IN1111S, DUR FAC. 1.00 FROM JB P G I' A DESIGN -H N� [HE YUI I PUT 1', AND ISf` -)I THIS C-P011f IT; F IP ,NY HIM GING i� Ol P11, I,11 M i ainesX - 33844& Ell P I P I I t."" , LI A, '±.A01, .-Ls EA.- i-o-3i, V, -----------IL ,6F KEY WEST 1 F13 hord 4x2 SP #2 N IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURL,,, -hord 4x2 SP #2 N CHORD SPACING(IN OC) START(FT) END(FT) Webs 4x2 SP #3 BC 71 0.08 5,98 lection meets L/360 live and L1240 total load. Truss must be installed as shown with top chord up. 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. 2-2-8 24" 2 2 4 15" Typ. !I - 3X3—= 1.5X4(R) 3X3=— 3X3=— 3X5= ----------------///---------------- T T m 1 4 0 4 0 iT8 - ---------------------- 8 1-2—L 3X3=— I.5X4 III 2X4 III 2X4 III I.5X4 III 3X3=— �-6-4-12 Over 2 Supports R-339 14-Y R---352 TvP. Wave TPI Design Crit: TPI-1995(STD)/FBC 6 3,, 23 FL/ -/3/-/, /F(�.Scale =.375"/Ft� WARNJNG�**WM91 PtDHIPt EWEME -kt fN�ARHICAIION, [40AIt M6. SHIPM6, WIMM,AND 8JI'I I Nc, N�-j5f,2 TC LL 40,0 PSF REF R151-- 62049 �j 1 1, EVIONt N I W f I Y I NE�PM�11 ON) P IJ8L I SHE V 81' TFI (rPEJSS RIAU INSMU,' I;OW 1 51 JP) �N "I A T ,ON N"I, '!1 610""T""I" I 7 , " C 4`0`0 POS N 41 rOP SAit I y P PI, TUS PRIOR I, IFFFIPRING THrsF fiINMONS, OWE"I-1,jHtPW1SL INVIC�I� TC DL 10.0 PSF HAV PROPfPIY A�JA(Hfj)S�POCIRRAI, PAN[L� �NH BOITHM CHOPO�HAI I HAVE I PRIPIR11 DATE 03/07/05 ST A OF .0 BC DL 5.0 PSF DRW HcusRi5i o5o66155 �I" "0 THE "I " 'ONTRA'If" ItPINE WIMFOV11 'If IIT�NSTfP�IPII 11 HE 111,il;, 111,1�plLIPI 11 110111) THE -ENG MNM/ADR 0 IN SHI,P, 0, 1 BC LL 0.0 PSF HC NrI A hr,OV I V I I `111�A, A .I 14, ,1H," 0"., 'M y TOT,LD. 55.0 PSF SEON- 77115 I ION K P OF"Wil' —-—------------------ IYAL DUR.FAC. 1.00 FROM JB ar ---,--—-------------------- br-Kty WLZ11 I fiord 42 SP #2 N 2X6 continuous strongback, See ANSI/TP1 1 02 Sect. j_ :hord 4x2 SP #2 N Webs 4x2 SP #3 IN LIEU Of STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT-) END(FT) lection meets L/360 live and L1240 total load� BC 120 0.10 12.17 ,uss must be installed as shown with top chord up. 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. 1 5 1-12 -1 24" I- I i- 15" Typ. I.5X4(R) 3X5=— 3X3= 3X3= 3X5� 3X3= 3X5= 77T -4 1 4 0 0 0 8 +8 1 21 2X4 III 3X5=— 3X3= 1 5X4 III 2X4 III 3X3= 3xs= 2X4 III 12-6-12 Over 2 Supports R-691 R-678 W-3" RU X.1 NIF Typ. Wave TPI Design Crit: TPI-1995(STD)/FBC 6 3. .23 11 FL/-/3/-/-/R/- Scale =.375"/Ft. 1�,.WARNING— MEWS Rrolwr fmfmF "RE �N EARRifAT101, HANOT ING, SHIPPING, INSI�ILIA("TERGINAT101 TIP�,IH�Gj 7 1 �T ca"b *- TC LL 40.0 PSF -- 62050 L f TO -I S" '41111111 1111,11111 11 Ell 111115 jl�, No. REF R151 0 E4 1 1 TO EIF IRA�)Elffinl) 'POSS C:�WE;L NW AMER I CA, 1,51N E IT t EPP' I I 111) 11Ff'ry P'P'N(T 1CF,S, I 1�11 F ME G HE I F f Nf 0 1, TINE F�s 0 NIFF"11 If I NP�E TC DL 10.0 PSF DATE 03/07/05 I T- HAVE 40PE R A I I TED ATRW U'At 91W S 'tit)00 1 NIH IHIIPI) S1411 I 11�0 I WINE I F T P r I I 11N T IF T T E I N�I i f A�I E h�'�It'f P A'I OF 11 P TV 1 W;1 NE E PE 9 STATE OF BC DL 5 0 PSF DRW HCUSR 151 05066157 113 -ENG MNM/ADR 0 L I 1111PPINC, 1W1141 W,A 1"'U[NG 0 1 f P(I S F S BC L L 0.0 PSF HC W, TOT.LD. 55.0 PSF SEQN- 77118 0 iVj 11111111---1111111111111 -,--, -------- AIL M m DURJAC. 1.00 FROM JB THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED By TRUSS MFR. D0536F KEY WEST 1 F15 Top chord 4x2 SP #2 N I 2X6 continuous strongback. See ANSI/TPI 1 02 Sect. 7.5. Bot chord 4x2 SP fl2 N Webs 4x2 SID #3 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 120 0.13 12.46 Truss must be installed as shown with top chord up. L 5-5-0 24" 5-5 0 15" Typ. 3 X 5 1.5X4(R) 1.5X4(R) 3X3=— 3X5=— 3X5=— 3X3-- 3X5=— T 1 0-8 1 4 0 8 -0 8 1 2-�-' 3X3=— 2X4 III 2X4 III 3X3-- 3X5=- 2 X 4 111 2X4111 -!E: 12-10-0 Over 2 Supports >I R-693 W-Y R-693 W-Y PLT TYID. Wave TPI Design Crit: TPI-1995 (STD) /FBC 6 3. .23 FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING— TRIIIIII I�LIIN,111 '1111111 I'll IN IAEIIIAIIHN, HAIFI�NG, 1HuIING,,[NSTALLING AND BPACING.ff I P P I IIM1OIlNT 1111 IIIIIIMII�IHI). 10IIIIHID 11 TP I (T H S LATE INSTITUTE. LOS TC LL 40.0 PSF REF R 15 1-- 62051 I N. I I A "I I IN I 6iFO FNURPHRT�L Is "':IN ISAR D FIIUI LI., I III ITH OF FF AMEP MADISIM, III 1,171H) FEE ��TMJY P"PACT"I'ES PRIOR To WENIXIIND� �,Hlll 11111,n,�O, ,R,"S 0 1111 N 14 1 S E [NO IC'I 1 01 IHIPI 11 1 0 P M' P S I PFPFPI Y TC DL 10.0 PSF DATE 03/07/05 1111 LAII PPHPFP1Y A[TACRED ALPHA[OPAL PANLL� AN PHTTOM CHOPD �HALL HAV A TAI,9 P I G IN A�,,�N G, BC DL 5.0 IDSF DRW HCUSR151 05066161 "IMPORTANT** FHPNISH A COPY OF THIS OEYMN TO THE INSTALLATION (-DNTRA(,IDP. AT P I ENIIN ERE STA jOF TO. III- I I'll 11 111111111�IHEI I At I, I R 0 OF I_S, I I I, "",1 0 1 H "I A R rp 19 I'll -ENG MNM/ADR ALPINE I TO1,1TIN1,11 1111,11P I '111M.T By AT ' .. .. A BC LL —0.0 PSF HC OF�IGN (ONEOF��S kTIO IPPLTC1BL;E PR-Vlpsl')NS OF NDS WTION't D'ESTGN SEE C', All�; AND ITT ALPIFIE zo 11'A1'I'1'APIOAJIIfl1 III �;P111,14%,11,1,11: 1/F,1 1� I "'' TOT LD. 55.0 PSF SEON- 771 20 I I S I" F I P H S T I I I ,, I P 1 1,GA , 'AkOf I I G1 A6 I E H P 1 11, 1 7AIpine Enggineered Products, nc. IIPH1NEF[X) Al -I TPIT 1", 1, 1 A SI 11 , 1 11 /ON I R A I,1,1 DI�r,N I I I'A I,I P 0", 1 H I I ONGI IF EP ING RESPIIINSIBIL I TY"�Lt LI Y FOR I III I P1111 1 11("'r('11 N I DUR.FAC 1.00 FROM JB THESIG 1950 Mayley Drive 'N S[IL 11 1 ITT �Njj I BIT I IY AEG 1111 111 11111 11 FOP ANY HIJII OINO. J� TIN PF—INSIRII TrY OF I'll 'fainesk- — 33844& — Full— IF,— P P1 I 'L A L-47 LA' Z-OA, in PAGE 1 Date: 03/08/2005 MANNING BUILDING SUPPLY LOG # : D0536 TRUSS DIVISION JOB # : JACKSONVILLE Salesman: JOHN FERGUSON Pitch: 5 /12 Customer: BESTCON HOMES Job Name: KEY WEST 1 Address : 1484 LOURAL WAY Address : ATLANTIC BEACH 32233 Designer: JB - ---- --- - - - -- - - - -- - - -- -- - -- - - - -- - - - -- - - - -- - - -- -- --- - - - -- - - - -- - - - -- - - -- - - ---- - Left I Right Qtyj Span I O.H. I O.H. I Description - --- -- -- - - - -- -- - -- - - -- - - - -- - - - -- - - - -- - - - -- - - -- -- - -- - - - -- - -- -- - - - -- - - -- - ----- - 11381 121 121 jAl 31381 121 121 JA2 61381 121 121 JA3 31381 121 121 JA4 61381 121 121 JA5 11381 121 121 JA6 11221 121 121 JB1 4 1221 121 121 JB2 21416118 12 - 121 ICI ---------- ----- - -- - ---- - --- -- ---- - - ------- - - ------- - -- -- -- - -- - -- -- -- -- - ----- - 27 - Trusses 0 - # of Hardware 0 - # of I-Joist 0 - Piggy' s 0 - Jacks 0 - # of Beams 0 - # of Rim Board - --- -- -- ------ -- -- -- - 27 Total Trusses Alpine Engineered Products, Inc. 19SOMarloyDrive HainesCity,FL 33844 Florida Engineering Certificate of Authorization Number:567 Florida Certificate of Product Approval#FL 1999 Page I of I Document M:ISL6151-ZO607131324 Truss Fabricator: Manning Building Supply lZe Job Identification: D0536-KEY WEST 1 Truss Count: 9 Model Code: Florida Building Code 2001 Truss Criteria: ANSI/TPI-1995 Engineering Software: Alpine Software,Version 7.11-0116.20. Structural Engineer of Record: Address: Minimum Design Loads: Roof - 42.0 PSF 1.25 Duration Floor - N/A Wind - 120 MPH ASCE,7-98 -Partially Enclosed Notes: Seal Date:03/07/2005 1. Determination as to the suitability of these truss components for the structure is the res -Truss Design Engineer�, 'ponsibility of the building designer/enginleer of record, as defined in ANSI/TPI 1-1995 Section 2.2 James F.Collins Jr. Florida License Number:52�12 2. The drawing date shown on this Index sheet must:i 4�Fh the date shown on the individual truss component drawing.. 19so Marley Drive Haines City,FL 33844� 3. The loads indicated on all referenced a."te. consistent with the truss layout provided," by Manning 'Building Supply for the ab ication. Loads applied by non-trusi elements and basic load parameters ar ved by the EOR/building designer. 4. As shown on attached drawings; t ell HCUSR151 ,Details: 140GC-140GS f .................... ... .... 66 2W 4" lip, 1 6 03' 07/9 ... ........ Wi 6 0� 07/ 04 RZ 6 -V 0 6kd Z 7// s' 03 0 oil, NU Kd 9610 BROKEN OAK OLVD. JACKSONVILLE, FLORIDA 32257 FL. CERT. OF AUTHORIZATION No. 9784 SHOP DRAWINe., Derviow ir%,�pos ITION WWII �APPROVED CJ APPROVED AS NOTED �NOT APPROVED BY LT_G__ DATE 1'20 0 Engineer of Record: FL. Cori. No. 39476 LOUIS, J. GABRIEL, P.E. ATTENTION:Review of shop drawings is only for conformance with the desIgn oncept of the Project and does not retieve the ewlegated onglineer of responsibility for any deviation from the-requirements of 46he contract docu- Ments nor from resPonsibil-ty for errors or omissions in the shop drawings. (00536-KEY WEST 1 Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 21.28 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL 3.5 psf, wind Webs 2x4 SP #3 BC DL�2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------(LUMBER DURJAC.-1.25 / PLATE DURJAC.-1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.11 to 54 PLF at 1.69 BC 120 0.29 37.71 TC From 158 PLF at 1.69 to 158 PLF at 36.31 TC From 54 PLF at 36.31 to 54 FILE at 40.11 Deflection meets L/360 live and L1240 total load. BC From 4 PLF at -2.11 to 4 PLF at 0.00 BC From 30 PLF at 0.00 to 30 PLF at 38.00 The building designer is responsible for the design of the BC From 4 PLF at 38.00 to 4 PLF at 40.11 roof and ceiling diaphragms, gable end shear walls, and supporting shear walls. Shear walls must provide continuous + Member to be laterally braced for horizontal wind loads. lateral restraint to the gable end. All connections to be Bracing system to be designed and furnished by others. designed by the building designer. See DRW HCUSR001 02086015 for gable details. 5X7—� 3 X 3150; 5 5 3 X 3--�, H31�� 3 X 3�—� 17-7-0 5 X 7�- 3X5 (Al) 3X5(Al) 2-0-0 2-0-0 L--j 1 -3-11 -3-11 1 OU77 14 7 17 < 38-0-0 Over Continuous Support R=185 PLF U-144 PLF W-38-0-0 Note: All Plates Are 1.5X4 Except As Shown. PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 7.1 Scale =.125"/Ft. "WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND IRA G, CST SS JNTIT�,C 'R, TC LL 20.0 PSF REF R151-- 62028 REFER TO. I (BUILDING COMPONENT SAFETY INFORMAL By TOT (TRU AT E I T"P,I In MA W CA W D ILS COD 0 2 0 HE SO 20 1 E.PN I P On , 03 E 0 D S 4 1 3 1 ) AM I IT 5 �'n I...I NCII OF AMIRIIAP'G3.D N ;E MADI 0 WE 5371 1 TO S�F , POA'TWC11 IR7.1 TO P,RE OR M I N B I H EST F UN"TONS UNLESS'OTHERWISE INDICATED. S M' 9 R ET R C I 1 0 P N TC DL 7.0 PSF DATE 03/07/05 TOP 'H OR 0 SHALL HAVE PROPERLY ATTACHED STRUCTURAL A LIS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEIL ING. BC DL 5.0 PSF DRW HCUSR151 05066169 IMPORTANT—F RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE 0 :Q:- 11 ..C". INC S HALL HOT 11 RE110PUS IBL' 'OR AN I EYIAI on FROM TO IS ULI ANY FAILURE TO BUILD TO BC LL 10.0 PSF HC-ENG RB/ADR A L P IN E TRESS IN IONFOR.ANC, I I H FIT; 0 R FABRI,A I ING, H A N DICING, S HE PPING. :N"1I;A1E1 I NG A B R AC ING 0, TR us S IS n%SNTGN CONFORMS WITH APPLICABLE PROVISION�OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) Ann TPI. AIIINE CO EC TOR PLATE S ARE MADE OF 20/18/16GA (W.H/S/K) ASTM A6�3 GRADE 40/61 111. I/H.S) GAII. ST111 APPLY TOT LD. 42.0 PSF SEON- 26934 E H r 0 RU S U SS R IS I C E IS S, , S IT. P I , P L ATES TO A C FAC F I ' AND, HLE OTK� W 1 0 AT 0 ON OTH TPDE CH. 0 1 N ER DRAWEANG 160A Z. 17 Engineered Products. INS E I By (�) S HE 1 2 1 ON I. ANY CT N F PLATES F I BOLD "A L E PER A N A 13 E 1 002 SEC.3. A 5 THE S 1pine Engi eered Products, nc. P r FSSIO PIS ON I N BRAHIP4G INO�OATOS ACCEPTANOCE 0 PROF HAL EBNGINEFRING P SIBTI[TY SOLELY FOR THE TRUSS COMPONENT DUR FAC. 1.25 FROM JB 1950 --ive DC1IG I At THIS k�� f FOR THE ificate o --- 1 S LAS,I- Z06 A — --:4,'"I J R v-,;l a I N A- `4 P 5 At, '"G 1 s '0 N s 18 1 v-,;l a :T1 aines C8644,."33844 16 1 F Cert 'V I L fAtEthorigli,#5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (DO536-KEY WEST 1 A2) Top chord 2x4 SP #2 N 120 mph wind, 21.44 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP ffl Dense Located anywhere in roof, CAT 11, EXP C, wind TC DL�3.5 psf, wind Webs 2x4 SP #3 BC DL=2.5 psf. (A) Continuous lateral bracing equally spaced on member. Or Ix4 (B) Continuous lateral bracing equally spaced on member. Or 2x4 #3 or better "T" brace. 80% length of web member. Attached with #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. 16d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 51 0.29 37.71 5 X 7=_ 1.5 X 4,\��, 5 X 5 5 X 5 1 5X441 5 A) (B) (A - 5 3X5=— 5X8=_ 3X5=— 17-7-0 3X8(Bl) 3X8(Bl) 2-0-0 2-0-0 19-0-0 J— 19-0-0 38-0-0 Over 2 Supports R-1715 U-1317 W-3.5" R-1715 U�1317 W-3.5- """o CO C PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 7. FL/-/3/-/-/R/- Scale =.125"/Ft. -*WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALLING AND BRACING. CST I t R�ICI,RTIBBBR , C1'FEB,1DINGCCPII,1GN1NT"1AF1 NF.RIIAT�IN),IUIT,11"ED T�11 (TR PLATT INS TE TC LL 20.0 PSF REF R 15 1-- 62029 7 WTCA I I TIES lol C All I , 11D.�N IN 22 D 0 0 1 SOL R' %F"Al 'I'A'T'IIS 11'.R 'D R OR NG THESE FUNCTIONS UNIESS OTHERWIST .. ;' I 1 1 TY I B BY "S BE , AN N LL ECA "NP MADISON WE 5371 ) TO 0 IT I I F I IN OF CA ID TC DL 7.0 PSF DATE 03/07/05 1 0' C HO�D SHALE 'HAV E PR'PERLY A'TTACHED STRUCTURALPEANELMSIAND ED I T OM CH OR D S HAI L H A V E A 'R OR,RLY ATTACHED RIGID CEILING F RNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED A*IMPORTANT BC DL 5.0 PSF DRW HCUSR151 05066170 PRODUCT ,HALL NOT BE RESPONSIBL E ANY DEVIATION FR OM HIS DESIGSN; ANY,FAItURE I a BUT LD HE ALPINE TRUSS IS'C'NFORMA E W H IRE R FAFORI C A TIN G DAN OL IN ITT PIN NYTALI I No B AC IN G OF TRUSSES. BC LL 10.0 PSF HC-ENG RB/ADR I IT 0 G' S P G�, RE RE OR NC DESIGN CONFORMS WI IT APPLICAB L I PROV I SION S OF NOS MAT I ON AL DESIGN SPE B AF&PA) AN D T AL ME U 60 1 L I P Y oft CONNECTOR RE AIES AR MADE OF 20/18/16GA I W H/S/K) ASTM A653 GRADE 4D/ W K/H 5 GALV. STEEL. AP TOT LD. 42.0 PSF SEQN- 26938 PLATES TO EACH FACE Of TRUSS AND. UNLESS OTHERW E L OCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A I TP I ? S C 3 L ON 1pine Engine ANY INSPECT�ON PLATEE S LLOWED BY (I) SHALL BE PER ANNEX,A3 OF, 1 002 E ' AUSSAI I H I S DUR.FAC. 1.25 FROM JB 7i.e E. ineered Products, nc. DRAWING IND CATOFS ACC PTFOCE OF PROFESSIONAL ENGINEERI G R S ED N jolt IT Y GLEL OR THE I OMPON I NT IYAL 1950 e S C L DESIGt,." T,EL -1 A:L�__ ID11 t I FOR A IND I I 'OHS I B IT It" PITY aines W�ZIN844 Do IF D i.,B E S ar 0 J R Z06 I FL Ccrtifica (D0536-KEY WEST I - A3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #1 Dense J2, T3 2x4 SP #2 N: 120 mph wind, 21.44 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense :B3 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL�3.5 psf, wind BC DL�2.5 psf. Calculated horizontal deflection is 0.38" due to live load and (A) Continuous lateral bracing equally spaced on member. Or 1x4 0.15" due to dead load. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) FND(FT) Deflection meets L/360 live and L/240 total load. BC 36 0.29 7.50 BC 38 7.50 14.71 8C 57 14.71 22.00 BC 39 22.00 29.85 BC 35 29.85 37.71 5 X 7ir-- 50�- 5 X 7150 3 X 5---- 5 X T—Z�' 1 T2 5 X 7 I.5X4�— (A 1.5X4� (A (A B3 2.5 2. 2.5 2.5 17-7-0 N8� 5X7� 5X9(A9R) H0710� 3 X8--- 3 X 8�� H 0 7 10 5 X 5 5X12(B9R) --- 2-0-0 2-0-0 1 19-0-0 -1- 19-0-0 7-6-0 7-2-8 7-3-8 7-10-4 8-1-12 38-0-0 Over 2 Supports R=1715 U=1317 W=3.5" R-1715 U-1317 W-3.5" C 0 IR PLT TYP. 20 Gauge HS,Wave TPI Design Crit: TPI-1995(STD)/FBC 7.1 FL/-/3/-/-/R/- Scale =.125"/Ft. —WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. BITER CST TIDING COMPONENT SAF NFORMATION). TPI (I PLATE INSTITUTE, 583 TC L L 20.0 PSF 62030 RN To' I H' LBU OF N 1 5, FTY I I PUBLISHED By I I RUSS D' REBID DR.. III "A AN WTCA TRUSS 0 N I A E ICA, E300 ENIER11 REF R151 OR WEB' E" C M R OTH WISE IN I". BE ON SO 2004 P'A�TWIII "'OR TO I FURCCIONO NIFESS !CATIE. MAP SHO WE 5371 ) TO IF I I F CH TC DL 7.0 PSF DATE 03/07/05 �o SMALL 'AlE R1R'PI11-Y IITAIDIR 1IRRCIURA1-'1ANIL"S'A"N'B R.IT.M OR.SHALE All A 1'RF1IRLY A'TT'ACHED to C 0 RIGID CEILING. IMPORTANT**,f RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINFERE S F BC DL 5.0 PSF DRW HCUSR151 05066171 HALT NOT HE RESIGN ... F.. ANY oll�Al HIS RIS;GN AN%F�R�IUII TO[LE11H TO ep I WE TH % C TIN B N--N -M 'IN S; I BC L L 10.0 PSF HC-ENG RB/ADR ALPINE I1OR'C!N-C'N1' IRA I OR 1ABRI A G A IN'GR HI N TAIL NG B ACING OF TRUSSES. 01 P I I IONS F S I By PI I x OLUI'N CONO=S WNICH A AB;F PROV No NA IDEA ESIGPN SP'�_ AF&PA AND I ALIIN 0 S B I M RE C 1 5 0 1 1 ON D S I CONN E CTOR PEA T IS AN E MA D E 0 F 20/18/16 G A (W,H/S/K)SASTMCA653 GRADE 40/60 111, K/H,S� CA I I S AP RE TOT LD. 42.0 PSF SEQN- 26937 PLATES TO EACH FACE OF I ED S S AND. UN L ESS OTHERWE F F 0 ATER C N THIS 0 1 SIGN, POSITION RE' DRAWING 160A 7. 71ppine Enginmred ProductMs, c. A NY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TP11 2002 SEC�3. A SEAL ON THIS D R AWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OUR.F AC 1.25 FROM J B L1950 ��Ve TRI I�Iy Al THIS I 'OR At �-ING ISj- -OKSIBIJ, THE L FL Cel L 1—j-f� I S An —ZO-Av-, DES �N aines _33844 UI1LBt.....�NIR RE I S t -tificate of Authorization#567 i �—� -,. a r Ot, 9L THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (D0536-KEY WEST 1 - A4) Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: 120 mph wind, 21.44 ft mean h9t, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense :B3 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. Calculated horizontal deflection is 0.23" due to live load and (A) Continuous lateral bracing equally spaced on member. Or 1x4 0.09" due to dead load. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: CHORD SPACING(IN OC) START(FT) END(FT) Deflection meets L/360 live and L/240 total load. BC 36 0.29 7.50 BC 38 7.50 14.71 BC 51 14.71 37.71 5 X 7 5 X 7=- 5 X 7�- 3X51� 5 X 5 1 5 X 4 0' 1.5X4EF TI (A) A 2.5 2.5 — 3XB�— B3 5 X 5 17-7-0 H 0 7 10 3 X 6--- 50(A9R) 5� 3X6(Al)=- 5X5�- 2-0-0 2-0-0 19-0-0 19-0-0 7-6-0 7-2-8 23-3-8 38-0-0 Over 2 Supports R-1715 U-1317 W=3.5" R-1715 U�1317 W-3.5" C 0 �S�.CoLt PLT TYP. 20 Gauge HS, ave TPI Design Crit: TPI-1995(STD)/FBC 7.1 *,-,q x!-;NTA ---!.k FL/-/3/-/-/R/- Scale =.125"/Ft. "WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND 111CIN1, CSI I I FFUTC; .N REFER 0 8 1 03 (BU L NG COMPONENT SAFETY INFORMATION). PUBLISHED By TPI (TRUSS PLATE INIT 20.0 PSF REF R151 62031 U-.B I T E a O'D. ENT PPPF No. 2 .PLO DR. SUIT 1 0 MADI I ....IPING WTCA (WOOD TRUSS COU11;L. 11 AMIRICA. MAD I ON I �'j , TO "A'�1'11.1 IN. I RE R I ORMING THE E F ON,I S. U.L ,S OTHERWISE NDICAT S 9... RNS;FETY PH 1 0 0 VIA TC DL 7.0 PSF DATE 03/07/05 PE FLA TOP CHORD SMALL P 0 BEY A TAI"ED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ALTA D 9 IG To C I IF ING. BC DL 5.0 PSF DRW HCUSR151 05066172 IMPORTANT—FURNISH A COPY OF THIS DESIGN To THE INSTALLATION CONTRACTOR. ALPINE ENGINEf 0 J* IR CINC- MSHALLWNOT BE RESPONSIBLE FOR ANY 0 VIATION FROM THIS DESIGN; ANY FAILURE TO BUILD I -ENG RB/ADR ALPINE TROIDIUCTIS" O"IOR ANIE I 1H TP I; OR FABI IC A TING. HANOI,ING. SHI 9 PTSG�.IKSTALLPING&6R� ING OF TRUSSE S LL 10.0 PSF HC G, I , ON OR R , "OV SION OF N I F 4 0 TPI� ALPINE 6 F M W TO P1 OA LO/18/1 I S NUS (SAT ONAL DESIGN ILE BY A& I AN OR CO N CTOR PLATES A MADE 6GA ( H/S/K) A TEL A653 GRADE 40/60 Lw, K/M.Sj GALV. STEEL. APPLY OT A I A E 0 AT D 0 TH S DES GN, POST N P R 0 AWINGS 160A 7. A N INSPECTION OF PLATES FOLLOWED By (i) SHALL BE PER ANNEX A3 Of TPII-ZOOZ SEC,3. A SEAL ON THIS " E RE ' 2 W S L C E N I 1 710 E R L D 42.0 PSF SEON 26936 PL FES TO EACH FACE OF RUS NO. UNLESS OTHERWI �pineEngi.e.er.EIN.d.ct., DRY AWING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEEPING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT UR FAC. 1.25 FROM JB THIL ';TY AN THIS FOR A&"�,,� ING Is V,-�'ONSIBI --- --- ---k -- --- Z4.0.1 JR S L A5,1 mes TV:—, r 0 lwj�k�I NG t.,.-20 'E.T-T G IL 5 1 � Z06 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (D0536-KEY WEST I - A5) Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N: 120 mph wind, 21.44 ft mean hgt, ASCF 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #1 Dense :B3 2x4 SP #2 N: located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 :W7 2x4 SP #2 N: DL-3.5 psf, wind BC DL�2.5 psf. Calculated horizontal deflection is 0.35" due to live load and (B) Continuous lateral bracing equally spaced on member. Or 1x4 0.14" due to dead load. #3 or better "T" brace. 80% length of web member. Attached with 8d nails @ 6" OC. (A) Continuous lateral bracing equally spaced on member. Or 2x6 #3 or better "T" brace. 80% length of web member. Attached with IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: 16d nails @ 6" OC. CHORD SPACING(IN OC) START(FT) END(FT) BC 37 0.29 5.50 Deflection meets L/360 live and L/240 total load. BC 38 5.50 10.71 BC 51 10.71 26.00 BC 37 26.00 37.71 5X7�_ 5 X 5 1.5X4 5 X 5 5X 1'5X4 111ra T2 T3 5 X 7�- 5 - I (B) : - 5 5 X 7�-�- B3 W7 2.5 2.5 2.5 2.5 17-7-0 5X12�_ 3X8�_ 5X9_� 5X12(B9R) H0710�_ H0710= 5X12(89R) 2-0-0 2-0-0 1 19-0-0 19-0-0 5-6-0 5-2-8 15-3-8 5-10-4 6-1-12 38-0-0 Over 2 Supports R-1715 U-1317 W-3.5" R-1715 U-1317 W=3.5" cj.COLI A IFIC PLT TYP. 20 GaUqe HS, ave TPI Design Crit: TPI-1995(STD) /FBC 7.1 FL/-/3/-/-/R/- Scale =.125"/Ft. -'WARNING**TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING. INSTALLING AND BRACING. TC L L 20.0 PSF REF R 151-- 62032 NG REFER T CST (BUD I LD I NG COMPONENT SAFE NFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTIT U 1; '83 TE .. 0 B 1 03 1' 1 1 N F E 0 ,BE N I I, I USS NCIL P I D-0 0 RIO DR., IT 2 A I AN W CA WOOD R 01 AMI1ICA 6300 ENfER'Rl;l IN. No. 2 SO CFO P M I ON SO 0 %FET Y A�TWCES PRICE TO , UP ING ", ON LS AD S ' WE 5371 9) F R 5 Y PR ' 0 P RE M FIT IT F ON CT S' U S OTHERWISE 11DICAIED. TC DL 7.0 PSF DATE 03/07/05 TOP CHO R D SHALL "AVE PROPERL ATTACHED STRUCTURAL PANELS AN BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BC DL 5.0 PSF DRW HCUSR151 05066173 -IMPORTANT,F RNISH A COPY Of THIS DESIGN 10 THE INSTALLATION CONTRACTOR. AIPINF ENGINEERE .% PRODUCTS. INI- " IT 11 R111UN1IB1 E I DEVIATION FROM THIS B11jG'N;""AN%IA,11U11 TO BI1B THE ALPINE TRU IN, , IFIXI N�I H T U' FA'R�'�IANT IN G' "'N D LI N G' 5 WE P PIN G. N I N G B ACING OF TRUSSES. BC LL 10.0 PSF HC-ENG RB/ADR SS ON 0 N I OF NUS SP . y AP I 'N DESIGN CON'OR M S WITH APR L 'AB t E PROVE S TO#S (HAT I ONAL D F S IGN EC B AF A D TPI. ALPINE CONN E C TOR PLATES A R F MADE 0 1 20118116 CA I W H/S/K) AS TM A6 5 3 GRADE 401 6 0 1 W X/E.S I GA L - 5 TEEL. A PPL Y TOT LD. 42.0 PSF SEQN- 26933 E CH N DR I CS PLATES TO A FACE OF TED'S AND. ON L ESS OTHERWISE 1 0 CATED 0 THIS OF S IG N POST I[ON PER AN N I 60A Z. 71pine Engimeered Prd.cM nc. ANY INSPECT ON OF PLATES F LLOWED BY (I) SMALL HE PER ANNEX A 3 Of TPII 2002 S I C 3� A SIAL ON I His N AL VY DRAWING IND;C�TCS ACCEPT�AOCF OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TED S S COMON EN I DUR.FAC 1.25 FROM JB 1950 11.116 AN THIS Ct�__', 101 At ;N1 IS �IHSIHII&_ BE _S_LA R TU*,� 'ITY I .,,",,a r 0 IL N G _,Tines NWAWw P 4.0 106 FL Cerfi&o I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (00536-KEY WEST 1 - A6) Top chord 2x4 SP #2 N 120 mph wind, 21.28 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP ff2 N not located within 4.50 ft from roof edge, CAT II, EXP C, wind Webs 2x4 SO #3 TC DL-3.5 psf, wind BC DL-2.5 psf. SPECIAL LOADS IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ------ (LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) CHORD SPACING(IN OC) START(FT) END(FT) TC From 54 PLF at -2.11 to 54 PLF at 10.71 BC 64 0.29 5.50 TC From 158 PLF at 10.71 to 158 PLF at 35.38 BC 64 5.50 10.71 TC From 54 PLF at 35.38 to 54 PLF at 40.11 BC 120 10.71 26.00 BC From 4 PLF at -2.11 to 4 PLF at 0.00 BC 72 26.00 31.85 BC From 30 PLF at 0.00 to 30 PLF at 38.00 BC 72 31.85 37.71 BC From 4 PLF at 38.00 to 4 PLF at 40.11 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE DESIGN OF THE Shim all supports to solid bearing. ROOF AND CEILING DIAPHRAGMS, GABLE END SHEAR WALLS, AND SUPPORTING SHEAR WALLS. SHEAR WALLS MUST PROVIDE CONTINUOUS See DWG HCUSR001 02086012 for LATERAL RESTRAINT TO THE GABLE END. ALL CONNECTIONS TO BE more requirements. DESIGNED BY THE BUILDING DESIGNER. + MEMBER TO BE LATERALLY BRACED FOR HORIZONTAL WIND LOADS. BRACING SYSTEM TO BE DESIGNED AND FURNISHED BY OTHERS. 5X7-- 3X1� 3 X 3 3 X 5 5 3 X 8--- 7-11-4 3 X 3 0-0-1 17-7-0 2.5 2.5 + 3X5(Al) 5X5- 5X5 5X5-- 2-�X5-- 2 5 3 X�!(A I 27-3-8 2-0-0 2-0-0 L--j 1-6-14 8-8-8 -Lo- 8-3-8 -1- 16-4-10 -1 11-0 1 8 5-6-0 5-2-8 15-3-8 5-10-4 1 6-1-12 1 38-0-0 Over 2 Supports R-485 U-379 W-3.5" R=245 PLF U�191 PLF W-27-3-8 Sf.COLI 0000 Note: All Plates Are 1.5X4 Except As Shown. F L 'IFIC % PLT TYP. Wave TPI Design Crit: TPI-1995(STD) /FBC 7. J 11 /-4 -. 0 - 3 R Scale =.125"/Ft. A-WARN ING**TRUSSES REQUIRE EXTREME CARE IN TALON I CATION. MANDL ING. SH I PP ING. INSTALLING AND IRAC 52 20.0 PSF REF R 15 1-- 62033 REFER TO BCSI 1 03 (BUILDING COMPONENT SAFETY INFORMATION). PURL ISHED BY FIT (TRUSS PLATE INSTITUTE 7M' D N 0 0 . "G. ENTERED' 'G DEBT R� SUITE 200, MADISON, WE 53719) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, ;E I'M MADISID1,1.13LI11 OR SA"REIyl l�ACTIIII"R�llRUTI,IIRF��R�l��l�IlI TO"CTJONS UNLESS OTHERWISE INVICA P AL I I D IN L T C D L 7.0 PSF DATE 03/07/05 T CHO HAVE PROP A TACHE C RA A E 5 AN BOTTOM CEO 0 SHALL "AVE A PROPERLY ATTA RIGID C E ILING F B C D L 5.0 PSF DRW HCUSR151 05066177 **IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AtPINE ENGINEE D PRODUCTS. INC. SMILE MET ME 1111DNS..L' FOR AN, DIV.AT-.7 IS N; ANY IAILURI 1.BUILD I -ENG RB/ADR ALPINE TR IN N IMMAN , ME IT TI I OR IA "A TIN H A N IN'EGMHII�IINC'S��l All I N AC �.1 TRUSSES, LL 10.0 PSF HC I ' '. " I EI ;N1 T I B' OF %1ZIEN AIPINE I I B E 'ROV 51 DESIGN CON I OR M W D APR I CA L I ON S OF NOS INA 1 0 NAT S 11 EC. BY Al.1A A D T CO N N I CTOR PEA 1 15 AN t MADE OF 20/18116GA I W."/S/X) AST M A 653 GRADE 40/ED LW, K/H.S) GAL V STEEL APPLY OT LD. 42.0 PSF SEQN- 26941 PLATES TO EACH FAC I OF THU SS AND. U NLESS DIME RWIS E L 0 CATED ON THIS DE S TGN, POSITION RE' DRAWING S 60A N WED By (f) I NAIL A INSPECTION OF PLATES I IF SHALL BE PER ANNEX A3 OF TP11.2002 SEC�3 A SEAL N THE S 71pine Engineered Products, nc. DRAYWING INDICATES ACCEPTAOCEoGF PPIUFFSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COM'PGNEN I JUR FAC. 1.25 F Rf JI3 950 1111IGt"" � iN,HTP1t 1� I:t THIS I FOR At I NG, I�t_" ONSIBIlt.,". 'HE R i S� ...ED ;TY t L I L.�Iinesx=�.L.,., S ar 091,11 & 24.0' JR b Z06 FL Ccrtificatc-ofAutherization#567 1 A �,I NG"' iSL "'I" (D0536 KEY WEST 1 B1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 19.61 ft mean hgt, ASCE 7-98, PART. ENC. bldg, Bot chord 2x4 SP #2 N Located anywhere in roof, CAT II, EXP C, wind TC DL=3.5 psf, wind Webs 2x4 SP #3 BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L1240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 64 0.29 5.50 The building designer is responsible for the design of the BC 64 5.50 11.00 roof and ceiling diaphragms, gable end shear walls, and BC 120 11.00 21.71 supporting shear walls. Shear walls must provide continuous lateral restraint to the gable end. All connections to be + Member to be laterally braced for horizontal wind loads. designed by the building designer. Bracing system to be designed and furnished by others. See DRW HCUSR001 02086015 for gable details. 4X4-- 5 3 X 3�-- 2.5 3X8-- 3 X + + + n 17-7-0 2X4(AI) 5X5�— 5X5-- 2X4(AI) L<2-0-0>J 1-C 2-0-O>J 1— —1 1-2-Q-Q 7-V-0 (.50-11-6 1 -4-10 -4-10 1-11-80-7-�4 —1— 8 8 5-6-0 5-2-8 11-3-8 22-0-0 Over Continuous Support R-95 PLF U�86 PLF W�22-0-0 Note: All Plates Are 1.5X4 Except As Shown. Co... IR PLT TYP. Wave TPI Design Crit: TPI-1995(STD) /FBC 7. % FL/-/3/-/-/R/- Scale =.25"/Ft. -AWARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND BRACING. REF ER To B CST 1 03 (BU ILDINGFIC0 PONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PIATE INSTITUTE, 583 No. 2 T C L L 20.0 PSF REF R 15 1-- 62034 N FR 0 DR.. TIE 2 "A I"". WE 13111) AND WTCA (W OD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. D-O 0 1 SO OLE Y " ", 'R OR MADI S ON' WE 537'9 1 FOR S FT I R AC I I C UNTIL 0 ' F M ING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED.. 7.0 PSF DATE 03/07/05 TOP CHOP D SHALL HAVE PROPERLY ATTACHED STRUCT PAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED TC DL RIG 1 0 CEILING. —IMPORTANT**FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. AIPI"I ING'"'ERE BC DL 5.0 PSF DRW HCUSR151 05066174 PRODUCT BILL "IT 11 RESPONSIBLE' FOR ANY UIVIAT'ON IS ANY FAILURE TO H ILD .. BC LL 1 0.0 PSF HC-ENG RB/ADR ALPINE IN I8'-CO'NF'0-RM'A N , WITH I I IA R'C A TIN G RA N IN"Q'XPINC'S;GN;A11E I & BRAC N P�NG OF TRUSSES. I OR B BE G' S BY'AFAPNG AN AIRIII USS C OF S I C N C ON I ORM 5 W ITH APPI I CAB I PROV IS ION S OF LEDS I NATI 0 NAL DESIGN SPL — E 0 1 OF Z011811 G W A M A G 0/60 S I... AP P I_ TOT LD. 42.0 PSF SEQN- 26935 CONN CT R PEA ES ARE MADE 6 A I H/S/X) ST 653 PADE 4 (W. K/H.S� GA%' PtATFS 1 0 EACH FACE OF TRU S S AND. UNLESS OTHFRWI S F E OC ATED 0 N THIS D E S IGN. POSITION PER DO AWIN GS I 60A 1. 71pine Engineered Products, nC. All INSPECTION OF PLATES FOLLOWED By (I) SHALL BE PER AN NEX A3 OF TPII-2002 SEC-3. A SEAL ON THIS AL , DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOIELY FOR THE TRUSS COMPONENT DUR FAC. 1.25 FRDM J B 1 0 -EST TH L A ID11 I FOR At ING 15 t 'ONSIBI AI P 'J'l 'T"AC I�N 4.0 J Rl�-` 1 S L 6� t , "_ '�TY X,--:�Z30844 LYi—, B U I I A '�-N I F t---"' ---lar Bines S FL Ccrtificate of Authoriza6on#567 ') G '61--Z06 (DO536-KEY WEST I - B2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 19.77 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL�2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 64 0.29 5.50 Shim all supports to solid bearing. BC 64 5.50 10.71 BC 120 10.71 21.71 4X4=- 3X5* H5,—� 5 1-- --j 5 2.5 5X5=— 2.5 17-7-0 2X4(Al) 5X12—� 1.5 X4 III 2X4(Al) 11-3-8 -1 10-10-4 LC 2-0-0:J 11-0-0 11-0-0 5-6-0 1 5-2-8 11-3-8 22-0-0 Over 3 Supports R-391 U�367 W=3.5" R-1270 U-1130 W-3.5" �6 IU-397 W-3.5" Tf.. C ............ IFICq'*-% PLT TYP. Wave TPI Design Crit: TPI-1995 (STD) /FBC 7.1 FL/-/3/-/-/R/- Scale =.25"/Ft. —WARNING—TRUSSES REOUIRE EXTREME CARE IN FABRICATION, HANDLING. SHIPPING, INSTALLING AND BRACT G- REFER TO B 1-03 (BUTIDING COMPONENT SAF INFORMAT�ONO). TPUBSSISHEDRBY TPF CST "A ATE INSTITUT 2 TC LL 20.0 PSF REF R151-- 62035 ETY (TRUS S PIE F R 9.0 N 0 F RI 0 DR., SO ITE "0 OF' N 1 53'I I A 4 W I CA W1 D RU C CIE AMER I CA' 6300 ENTE"R I; ,N MADI ON WE 5371 ) 10 14 , 1'1�,TWCIS XOR TO I,RE N 'D S, FOUITIBIO U NLESS OTHERWISE INDICATED, 5 ' 9 R I R I 1 0 P N G I ON S TC DL 7.0 PSF DATE 03/07/05 Top C HOR D SHALL HAVE PROPERLY ATTACHED STRUCTURAL A LIES AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. INSTALLATION CONTRACTOR. ALPINE I"IINLI11 0 BC DL 5.0 PSF DRW HCUSR151 05066175 --IMPORTANT—FURNISH A COPY OF THIS DESIGN TO THE 00 G R�I�NL... —WC ENG RB/ADR P L 'R�IDEI�1.'I�NC-FMSDAILWNCI FIE 11 SPENT" FOR ALI Y DIIHIANTION FROMOT.'I' Dll�G.; ANY FAILURE I BC LL 10.0 PSF ALPINE N E I I �CATIN L�N D TO S CONOOROS AN C TO T ; OR LADD G* A D G' ' P ING. NSTAILLING&BRACING OF TRUSSES. DESIGN F M W I TO A P'L I C AD L E PROV ISIONS OF NOS I WAIT 0 MAE DESIGN SPEC. BY AF&PA� AANDVTPSI ALPINE CONNECTOR PEA I FS A R I MA 0 1 0 F 20/18/16GA I W H/S/X) ASTM A653 GRADE 40/60 1 W. K/H.S G L . TEEL APPLY TOT LD. 42.0 PSF SEQN- 26939 PLATES TO EACH FACE OF REJ'A AND. UNLESS OrHE ERE SE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16OA-Z. 7ine En in.ered Products, nc. A"I' PLC I LOWED BY (j) SHALL BE PER AN NE X A3 0 F I P I I ?0 0 2 S EC.3 A 5 E AL ON TOT 5 MAL - ]pine Engin ere NSPE F ATES I I 1()50 DRA �NG ICDT�ONTOES A CEPTAORLC E OF PROFFSSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONEN DUR JAC. 1.25 FROM JB 1—r�ive DI-111 1111-1-1 1;TY At", 11111 1 FOR 1&'- 'IIOG .1 t ---'..SIFI THE Rt" _33844 L,..—I B P P I S t a r t I�N of Authorizgion#567 G 5--'L-4.0 4' JR -- I S Atj Z�O6 (DO536-KEY WEST I - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SP #2 N 120 mph wind, 15.00 ft mean hgt, ASCE 7-98, PART. ENC. bldg, not Bot chord 2x4 SP #2 N located within 4.50 ft from roof edge, CAT II, EXP C, wind TC Webs 2x4 SP #3 DL=3.5 psf, wind BC DL-2.5 psf. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: Deflection meets L/360 live and L/240 total load. CHORD SPACING(IN OC) START(FT) END(FT) BC 48 0.29 4.25 4X4—= 5 'r- 5 n U 8-1-2 2X4(All) 2X4(Al) —= L*-2-0-0---'J L--:-- 2-0-0 1— 2-3-4 —1— 2-3-4 4-6-8 Over 2 Supports R-310 U-275 W-3.5" R-310 U-275 W-3.5" f.C01Lj Sim .......... C IFI PLT TYP. Wave TPI Design Crit: TPI-1995(STD) /FBC 7.1 FL/-/3/-/-/R/- Scale =.375"/Ft. —WARNING—TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER To B CST I U3 In U I ED I NG CUII1B.INI SAFETY INIGNMATIO.). PUBLISHED BY TIF (TRUSS PLATE INSTITUTE, 583 T C L L 20.0 PSF REF R151-- 62036 ..ON IF M I U P., I%"Al I IIPIT�11.1 A".1 WTCAGRWGOB TIBSl CI�ICCIINOU AMERICA,,1311.1"T1111 LN: 0 RE SO' TO 'S'"�T'l S , R MING HE TO T,0 S. U ... I, IN E MADE ON' WE 5371 9 1 R S Ty I R A I I I T RE F TITER F 0;C'A'T D, TOP'HORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS A NO BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED TC DL 7.0 PSF DATE 03 07/05 RIGID C E FLING. —IMPORTANT—I RNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEF ED b OF B C D L 5.0 PSF DRW HCUSR151 05066176 PRODUCTS, I"C. S HILL NOT OF R111.N1 DR ANY QI�IAI -M - D11:G. ANY IA,�L TvB,,nFT, .4 I CON, NM� C, WE TO P, -B ' OR 'ON I' NI U" 07 BC LL 10.0 PSF HC-ENG RB/ADR ALPINE NAT C A'IN G, DA N IN'R H RUN NITAII I � R ACING IT T 11 ES. US' N 0 N P 1 0 N of NOS BE G' S B A 'N I I AL'I BE S I G N CONFOR M S W I TO A RE ICAB t F PROV I SIFF S (NATE 0 NAT 0 ESIGN 11 E_ Y AT P NE DR I A M A AD Y CONN E CTOR PEA US ARE MA D E OF 20/18/16GA I IT H/S/K) ST 653 GRADE 401 60 (W K/H.S GALL V STEEL. P L TOT.L D 42.0 PSF SEON- 26940 PtATFS TO EAC" FACE OF T RUSS AND. UNLESS OTHERWI S E L 0 C ATFD o N THIS DESIGN POSITION PE' DRAWING S 16 IF A I NE ON I 71pine Engineered Products, nc. ANY INSPECTIO N OF PLAITS FOLLOWED BY (I) SHALL BE PER A N X A3 OF TPII ?00 2 SEC.3� A SEAL THIS 1950 NU�I—r,.ive DR�WING INDICATES ACCEPTANCE OF PROFESSIONAL FNG[NFFPING RE S PONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR FAC. 1.25 FROM J B GESIGt '.,It -� F;T1 A THIS t TO, At ING'ISt" FOE A LL 3N,N P I —4"aines C�-7,,�,.,33844 P FL Ccrlificate of Audiorimitim#56�' a FC� j IS 7n --r Y 'A I N G -2�4.0 (GABLES 140 MPH, EXP C. PART ENC.) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 140 MPH WIND, 30.0 FT MEAN MGT, ASCE 7-98, PART. ENC. BLDG, LOCATED ANYWHERE BRACING DEFINITIONS: IN ROOF, CAT Il. EXP C, WIND TCDL-5.0 PSF, WIND BCDL-5.0 PSF. NOTE: 'END ZONE" EXISTS 18" AT BOTH ENDS OF VERTICAL WEB. + FOR VERTICAL WEBS LESS THAN 4'0": WIX4 (A) (1) 2X4 SP #3 "L" BRACE. ATTACH WITH 0.128-X3- NAILS @ 2- OC. IN FOR VERTICAL WEBS GREATER THAN 4'0" BUT NO MORE THAN 11'6": W2X4. END ZONES; 4" OC. BETWEEN ZONES. FOR VERTICAL WEBS GREATER THAN 11'6": W2.5X4. (B) (2) 2X4 SP #3 "L- BRACES. ATTACH EACH WITH 0.128-X3- NAILS @ 3- OC. IN SPLICE, PEAK, AND HEEL PLATES TO MATCH COMMON TRUSS. END ZONES; 6" OC. BETWEEN ZONES. 2X4 OR GREATER CHORDS. (C) (1) 2X6 SP #2 N -L" BRACE. ATTACH WITH 0.128'X3- NAILS @ 2- OC. IN END ZONES; 4" OC. BETWEEN ZONES. DROP GABLE WILL SUPPORT 4'0" OUTLOOKERS WITH 2'0" OVERHANG (DROP HEEL GABLE) SPACED 24" D.C., OR THE LOAD FROM 12" PLYWOOD OVERHANG (NOMINAL HEEL GABLE). (D) (2) 2X6 SP #2 N -L' BRACES. ATTACH EACH WITH 0.128'X3" NAILS @ 3" OC. IN END ZONES; 6* OC. BETWEEN ZONES. THIS TRUSS HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD INTO THE ROOF — — AND CEILING DIAPHRAGMS. CONNECTIONS AND DESIGN OF THESE SYSTEMS ARE THE STUD SPACING / BRACING TABLE: RESPONSIBILITY OF THE BUILDING DESIGNER. 2X4 SP #3 DEFLEC- (1) 2X4 (2) 2X4 (1) 2X6 (2) 2X6 THE BUILDING DESIGNER IS RESPONSIBLE FOR THE GABLE SHEAR WALL DESIGN, CEILING STUD TION NO "L" BRACE "L" BRACE "L" BRACE "L" BRACE AND ROOF SHEATHING DIAPHRAGM CONNECTIONS, AND ALL TRUSS TO WALL CONNECTIONS. SPACING CRITERIA BRACE TYPE (A) TYPE (B) TYPE (C) TYPE (D) ++ 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION 24" L/360 ----- 3- 1- 4' 2" 6' 3- 81 0. PERPENDICULAR TO SUPPORTS. 24" L/180 ----- 3' 4� 5' 7" 6' 3' ill 0" 16" L/360 ----- 3'11" 5- 3" 71101, 9111" R1 NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES 16" L/180 ----- 4' 9' 7 4- 9' 6" ill 0" WITH 2-16D NAILS AT EACH END. 12" L/360 ----- 4- 7" 6 1- 8111" ill 0" Rl NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS 12" L/180 ----- 5'11" 8. 5. 1 ill 0" Ill 0" WITH TWO ROWS OF 16D NAILS @ 8" D.C. STAGGERED OVERHANG DETAIL 4" ++ REFER TO TABLE FOR BRACING REOUIREMENTS. LADDER W/ _j STEPS 24" OC. TRUSSES @ 24" D.C. INCLUDES 11-0-0- + (TYP) MAX FASCIA ALT. GABLE SHAPES: Ul -0 Over Continuous Support U=280 PLF Note: All Plates Are W2X4 Except As Shown. CO .. ........ R 1 REV 2-5-02 JWC DETAIL: 140GC PLT TYP. Wave TPI-95 Design Criteria: TPI (S 5 c HI/1/-/-/-/R/- Scale =.375"/Ft. **WARNING**TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTAL""'AN C L L PSF REF ROO1--O REFER TO BCST 1.03 (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY IT I "RUSS AT' IN' D'ONOfRIO DR. IF 11%,MAD I 11,1�11.1 A"I 1T1AQRWGCD TR...C'UNC �F A.IRIIA"GIC. IN o. 052212 A I W , TO 'S'%TWI IS P I R ING M' SON. I 's,'F R ' 'TY P R A I 1 0 P I M TH I IF FUNCT�LN'S. UNLESS OTHERWISE\ C D L PSF DATE 11 02101 TOP CHORD SFAIL HAVE P1OP11IY ATTACHED STRUCTURAL PANELS AN D BOTTOM CHORD SHAIL HAVE A PROPER PSF DRW HCUSR001 02086015 IMPORTANTAASF PNISH A COPY OF THIS DESIGN TO THE INSTAILATION CONTRACTOR. FAIIINI I"GI" 11 OF C D L OR FALL NET BE Ill AN VIAL RON THE ..; IAN1,FA TO" TO BUILD E "U'T - , "I TO I 'EN'.B" 'OR C ,' D N ON HE P S...I BRACING OF TRUSSES. C LL PSF HC NG /JWC A PI N E TRO S F'N C'NICORMA NC I ORIFARRI A IN�G' A,D I IN'' S P IN G. NsrAIL NO S ON DESIGN CON FORMS W I TO A P PC ICAH L I PROV 15 DNS OF N US I NAT 0 NAI D FSTGN SP EC. 8 y IFXPA A N TP AIPINF CONNECTOR PLATES ARE MA E OF ?0118/16GA (W,H/S/K) ASTH A653 GRADE 40/60 (W, K/",S� GAD V S TEEL. A P P Ly .... .... I A E D ONE ESS ISE OC A 0 D"IGN' L ' R INGS 1 0 7 TOT.LD. 60.0 PSF SEON 24660 PLAtES TO CH FA' OF RUSS AND. OTHERW C TED N THIS POSITION PE D AW 6 A I INSPECT ON H , ANY OF PI ATE FOLLOWED BY (I) SHALL BE PER A NEX 3 OF TPII ?002 SEC-3. A SEAL ON I IS NAL Engineered Prod Inc, DRAWING INDICATES ACCESTANCF OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE T R USS COMP I ONENr DUR FAC 1.25 LIFE -R06 t.i.—Ines 33u1efts.' IG I 1 04, JAV— IS 1 OJ Uj,,. THJ, At— THIS t,"- r FOR At I B IF �, 3NER P ___PI 1 5 jNG t (ASCE 7-98 GABLE END DETAILS 140 MPH,EXP C, PART. ENC THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. 2X4 SO. PINE #3 GABLE STUDS. ATTACH TO TOP CHORD, DIAGONAL WEBS, 140 MPH WIND, 30.00 FT MEAN MGT, ASCE 7-98, PART. ENCLOSED BLDG, AND BOTTOM CHORD WITH W2X4 ALPINE PLATES. ALL (--) GABLE STUDS CAT 11, EXP. C. REQUIRE REINFORCING MEMBERS. REINFORCING MEMBERS MUST BE TOENAILED TO GABLE STUD WITH 0.131"X3" GUN NAILS AT 4" D.C. PLUS A CLUSTER OF SEE APPROPRIATE ALPINE DRAWING FOR LUMBER,PLATES AND 0.131"X3" TOENAILS AT THE TOP AND BOTTOM CHORD.SEE DETAIL FOR NAILING. OTHER DATA NOT SHOWN HERE. SEE CHART FOR STUD BRACING AND SPACING OF VERTICALS. STUD MUST BE ATTACHED TO CHORDS AND DIAGONAL NOTE:TRUSS ERECTOR IS RESPONSIBLE FOR PERMANENT WEB BRACING. WHEN "T"BRACE REQUIRED SPACING MAX.LENGTH BRACING IS REQUIRED, FURNISH A COPY OF THIS DRAWING TO TRUSS ERECTOR. 2X4 SO. PINE #3 24"O.C. 2-- 1- 2X4 SO. PINE #3 16"O.C. 2-10" +PLATE AS REQUIRED ON APPROPRIATE DRAWING. 2X4 SO. PINE #3 12"O.C. 3-- 5- 2X6 SO. PINE #2 N 24"O.C. 5-- 0" NOTE:GIRDER HAS BEEN DESIGNED TO TRANSFER ALL HORIZONTAL WIND LOAD IN TO 2X6 SO. PINE #2 N 16"O.C. 6-- 2- THE FLOOR & ROOF SHEATHING DIAPHRAGMS. CONNECTIONS & DESIGN OF 2X6 SO. PINE #2 N 12"O.C. 71- 1. THESE SYSTEMS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER. 2X8 SO. PINE #2 N 24"O.C. 7-- 6" 2X8 SO. PINE #2 N 16"O.C. 91- 1.. NOTE: NAIL STEPS OF LADDER TRUSS ONTO THE OUTSIDE PIECES WITH 2-16D 2X8 SO. PINE #2 N 12"O.C. TO'- 4" NAILS AT EACH END. NOTE: ATTACH LADDER TRUSS TO TOP CHORD OF GABLE TRUSS WITH TWO ROWS OF 16D NAILS @ 8" D.C. STAGGERED 4" ... 7/16 MINIMUM APA RATED SHEATHING PROPERLY ATTACHED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS. ++ (4) -0.131"X3.0" TOENAILS TO TOP AND BOTTOM CHORDS. PLYWOOD SHEATHING LADDER W SIDE STEPS @ 24" O.C. TRUSSES @ VIEW 24" O.C. W2X4 ALPINE I'D" MAX OH PLATE INCLUDES FACIA 12 SPECIAL VARIES GABLE 2X4 END TRUSS REINFORCING 2X6 OR 2X8 MEMBER BOTTOM REINFORCING VIEW MEMBER + CEILING El El ++ GABLE STUD SPACING. 24" O.0 MAX. SEE ABOVE 7 F TOP OR BOTTOM CHORD OF GABLE TRUSS. t SPAN REOU O.H. DETAIL: Note: All Plates Are 2X4 Except As Shown. Rl: REVISED "REINFORCING MEMBER" L01 140GS PLT TYP. Wave TPI-95 DLJ 07/06/2004 Design Criteria: TPI S a Scale =.3125"/Ft. '*WARNING**TRUSSES REOUfRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING AND.00-ACING. C LL 30.0 PSF REF ROO1-- 0 REF ED To BCSI I C" 'E"I'DING COMPONENT SAFETY LNFORMAT�ONO), PUBLISHEDLIBY TPI (TRIPS S PL ATE INS rVT UTE; .. 052212 N . ...... AN I S CIL , 1 6300 EN , F U'GN FRI.DR— "I D BE So TO WTCA.,WO RUSE C U LONG AM CA IR IN: 0 SO R2 01�IMEAI P A�,T'111 PRIOR No I FUNCT NRIESS'OTHERWI No ECATTG MAD] ON, WI 5371 1 TO U SE S 9 PH 0 PER L R 1 0 ' F ME 6 HE S C HAVE A PROPERLY TTACHED C DL 15.0 PSF DATE 10 23/01 TOP CHORD SHALL HAVE Y ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHAL RIGID CEII ING. "IMPORTANT"T, FINISH A copy OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE UNGIN ED .0% E OF C DL 10.0 PSF DRW HCUSROOI 02086012 PRODUCTS, INC 5 FAIL NOT BE R111GN ANY GEIIAT ANY FA�LURI I UIL .a .. 'R , 'N , , , ., I STEEL OR C ". N'ON IS N; IN A RA F 1 0 1�-. C LL ALPINE EMA TP OR IARRI A 1. "A IN'RGBHI�IPIX';�l ATE OFETRUMI 0.0 PSF HC-ENG /JWC I AT 0 %IT oN SO IPINE US ON 0 NC TH I a E PROVISIONS OF No, N I" OF S LITT CON FORMS WITH APR' CA I AT S I F BY'AF&PAG AN8D TCIN AS It CO N RECTOR P L A I ES ARE MADE OF ?0/18/166A I W H/S/K) A TM A653 GRADE 10/11 1: I/S.I�TIIALI. ITIC11C.", AIPI Y .... ... TOT LD. 55.0 PSF SEON 24104 PLATES TO EAC IT FACE OF FRO SS AND, UNLESS OTHERWIS1 I IC ATID ON THIS U,S F IN ,0 IT N PC R D "I- IS.A , ANY INSPECTION OF PLATES F DITCHED 8 1 (1) SOALL BE PER ANN,X A, IT TPII lool ,E C 3 A SEAT, ON IRIS AL Vmne Engineered Products.Inc. DRAWING INDICATES ACCFPTANCE OF PRO FE''I ONA L I NGINEERING R I S PO N STOIC ITY SOLE)Y FOR THE IN USS COMPON ENT DUR.FAC. FROM HC nes Ct 3384t_ DES U, ", , ;T1 A:t�- THIS FOP, At_ ING IS ONSIBIt -HE A --j It .."I It, BUILD P 1 EA01—R06 05/17/2006 07:48 7268117 PAGE 01 D'V"&ft'C ItLAIC"Ov.- lose saw Caw"Mrs ftwoLow CT - a I" pt 7 &Ar' Y V6S 14p*. .70 ;3 1--adi-re "p,e r 6"0' T %w / . 3 R fp .* 9 ,4r FO GO *45 C "i r- e. ? *4 Or,.##- I)e Po w er CL W.-if 0 &a 0-0" Ar v f 7-Aw e.* or oO *rio*"*,,c. lc4cL% ,.Ofv?I /.'.* # ; /-' or 0-a (,* # 0.0." ro Re$ pec. Fo4ity red CITY OF ATLANTIC BEACH 8.00 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032732 Date 4/07/06 Property Address . . . . . . 930 PARADISE CIR Tenant nbr, name . . . . . . EARLY POWER Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON INC. DYNAMIC ELECTRIC COMPANY 4400 MARSH LANDING BLVD, #6 PO BOX 16351 PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32245 (904) 246-3747 (904) 726-8144 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 300 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 300 . 00 300 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 300 . 00 300 . 00 . 00 . 00 PERMFF IS 'PROVED ONLY IN ACCORDANCE WTM ALL CnT OF ATLANTIC REACH ORDINANCES AND THE FLORIDA BIJUDIN ftS. - 1 GFOI sA I BUMDING QFNCL4L I RIMS April 7, 2006 1111111110 DU ppSTCON H 0 M E S City of Atlantic Beach 800 Seminole Road 4400 Marsh Landing Blvd. Atlantic Beach, FL 32233-5445 Suite 6 Ponte Vedra Beach, Florida 32082 Attention: Sir/Madam Phone: 904.246.3747 Fax: 904.246.7126 Dear Sir/Madam, CRCO22365 This letter is intended to release the City of Atlantic Beach of all liability associated with the release of early power located at 930 Paradise Circle, Atlantic Beach FL 32233. If you have any questions or concerns please do not hesitate to contact me. Sincerely, j '�7 David Hendrix V.P. of Construction CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 06-00032310 Date 2/09/06 Property Address . . . . . . 930 PARADISE CIR Tenant nbr, name . . . . . . . IRRIGATION Application description . . . PLUM13ING ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor -------- ---- ------- ----- ------------------------ BESTCON INC. H20 MANAGEMENT, INC. 4400 MARSH LANDING BLVD, #6 3731 C .R. 220 PONTE VEDRA BCH FL 32082 MIDDLEBURG FL 32068 (904) 246-3747 (904) 282-6413 -------------- ------------------------------------------------ -------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 50 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 0 Expiration Date 8/09/06 ---------------------------- ------ ------------------------------------------ Special Notes and Comments OWNER MUST HIRE A PLUMBER TO INSTALL A BACKFLOW PREVENTOR AND MAKE THE CONNECTION FROM THE PRIVATE PROPERTY! PLEASE CALL MALCOLM CLEMONS FOR INSPECTION AT 904 . 247 . 5839 . 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 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING OFFICIAL .000 CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: / /Cizo Property Address: 0 to,422A-01 3-,-- 1,jr- Owner: A)Yo Telephone#: -7 Contractor: Telephone#: -S�7_/—O'�(7 0 Contractor Address: MiVd&_.6"rZ6,— Fax#: Contractor Signature: 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 ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, New list the building permit number: U Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans Dishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Sprinkler System Other Fees Permit Issuing Fee: $35.00 Total Fixtures: X$7.00 + $35.00 800 Seminole Road-Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800* Fax: (904)247-5845- http:ltwww.cl.atiantic-boach.fl.us Revised 1/04 .' �J. CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: Owner: Telephone#: J'V - 37JA7 Telephone #: 75'?0dv67 i Contractor: Contractor Address: . 98'en ck Fax#: I In consideration of pemit given for doing the work as described in the above statement, we hereby agTee to perfom said work in accordance with the attached pims and specifications which are a part hereof and in accordance with the City of Atlantic Beach L ance and standards of good Practice listed thereim Irdir Bui g: BuWg Type: Trailer S e r!J'se. if other construcion is tvw r' Residence 0 Temp, gieNew being done on this budding 0,,i,e,list,he building Old U Commercial (3 Signs C3 Increase Permit number! Q Re-wire U Addition Sq.Ft. C3 Repair Conductor Size S: AdC74 COPPER ALUNMqLM J�'_ —"— 1 7 Switch or Breaker AMPS PH W I VOLT-;Ly-e 11 WAY IRACE Size AMPS PH W VOLT I WAY Existing Service Feeders: NO SIZE N,0 SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN 'U 100 A?L41?Lg �Sw t c�he s .� 1, 1 Incandescent Fluorescent & M.V, Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING kW.14EAT Conditioning COMP.MOTOR OTHERIMOTORS AMPS ! HEAT Motors 0-1 H.P. FVOLTAGE PH I NO. OVER H.P. PHS UNDER600V 0VE_--00V Transformers NO. KVA --NO. KVA No.Neon Transf. Ea Si Miscellaneous 800 Seminole Road * Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 - Fax: (904)247-5845 - http://www.ci.atiantic-beach.ft-us 09/30/2005 09:08 7268117 PAGE 01 AMMIgb" Amr", CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION Date: Property Address: 1-340 3a_X&SAi& CL�, I Oweer: - Z-&s2tc at% 6&222:�:AA Telephone#.- S?jL4 ! contractor: Lt*,0dJA;V_ Telephone#: Vi. 06eIr 'i Contractor Addrvss: E1409-Sk e- Fax#: ln'ZW�ideridion of permit given for doing work u desoibed in the ahwe statment, ;a herivy wee to perform sald*ark in awwdom with do owhed plow and&PMAm*m which am a pan hereof and in amord4ricc with trw City of Atimmic beach ordinsaw 4"W4 of pod rJoig listed ftnin. ail - -_ - I a Tr cr V GdNT Coelvwtion A BUWS Typo: Scrvjw. rft;t we po,- Resideace a Tomp. gw"New taing d"t on dtis building 0, it K. dix's Q Old a comimerciaj 0 Signs 0 Increase PUMUJ"UghbWl 0"o, '"i, 9 Re-wire 0 Addition Sq.Ft. a Repair r.QodUcwrSizc22�P"1PS: .160 00-PPER ALUMDMM __T Switch or ILACE [Breaker AMPS PH W VOLTA*0 WAY Existing Savice I Size I A)VIPS PH W VOLT I�AY Feeders: NO SIZE NO SIZE NO SM Lighting Outiet3 CONCEALED OPEN Ragetacles ICONCEALED OPEN UQ AW15 %I I&I AM* Switches to anduactst Fluo,reecent & M,V, Fixed BELL TRANSFER. j Air H.P. TING CEILING KW.MAT I-Conditioning CoNe.MOTOR OTHERMOTORS AMPS HEAT Motors 0-1 H.P. IVOLTAGE PH I NO. OVER I NY pHs OVER v Trusfortom NO. KVA NO. KVA No.Ngoa Transt 100 Semiaol#Road o Atlande Basch.Florida 32233-5445 Pbone-.(9414)247-5800. Faz; (904)247-5545* bttp,.I/wwvv.cL*#Jsagic-boack-ft-us CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 D E ., Application Number 05-00031322 Date 9/30/05 Property Address . . . . . . 930 PARADISE CIR Tenant nbr, name . . . . . . MISCL Application description . . . ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON INC. DYNAMIC ELECTRIC COMPANY 4400 MARSH LANDING BLVD, #6 PO BOX 16351 PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32245 (904) 246-3747 (904) 726-8144 ---------------------------------------------------------------------------- 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. BUELDfWCOMCIAL % I IT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029688 Date 7/21/05 Property Address . . . . . . 930 PARADISE CIR Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 359821 Owner Contractor --- ---- ----- --- --------- ------------------------ BESTCON INC. BESTCON INC 4400 MARSH LANDING BLVD, #6 4400 MARSH LANDING BOULEVARD PONTE VEDRA BCH FL 32082 SUITE 6 (904) 246-3747 PONTE VEDRA BCH FL 32082 (9 04) 24 6-3 74 7 ------------------- --------------------- ------------------------------------ Permit * * * . . . PLUM13ING PERMIT Additional desc . - Sub Contractor . . DONOVAN HEATING & AIR Permit Fee . . . . 203 . 00 Plan Check Fee . 00 Issue Date . . . . 7/20/05 Valuation . . . . 0 Expiration Date 1/17/06 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 203 . 00 203 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 203 . 00 203 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODEZ BUILDING OFFICIAL A CITY OF ATLANTIC BEACH PLUMBING PERMIT APPLICATION Date: t1p Property Addaws: Telepyone#_; Owner: Contractor, "nem: Contractor Address: In consideration of permit giv�e#fbr'd6ing the x6rk as described in the above statemen�we hereby agree to perform said work in "��plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach accordance with the ordinance and standards of good practice listed therein. Installation of plumbing and fixtures must be in accordance with the most recent edition of the Southern Standard Plumbing Code. Plumbing Type: If other construction is being done on this building or site, a-`<ew list the building permit number a Re-Pipe Number of Fixtures: Bath Tubs Showers Closets Shower Pans LDishwashers Sinks Disposals Urinals Floor Drains Washing Machine Lavatory Water Sewer Water Heaters Other Fees PLUMBING CONTRTACTOR: DON HARRIS PLUMB NG CO., INC. Permit Issuing Fee: $35.00 NELSON D. HARRIS Total Fixtures: X$7.00 + $35.00 800 Seminole Road -Atlantic Beach, Florida 32233,5445 Phone: (904)247-5800- Fax: (904)247-6846- http:ihvww.ci.atiantic-beach.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00031459 Date 10/18/05 Property Address . . . . . . 930 PARADISE CIR Tenant nbr, name . . . . . . INSTALL 3 AC & 3 AHU Application description . . . MECHANICAL ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ BESTCON INC. CHAPPELL HEATING & AIR 4400 MARSH LANDING BLVD, #6 6451 BEACH BLVD PONTE VEDRA BCH FL 32082 JACKSONVILLE FL 32216 (904) 246-3747 (904) 724-1344 ------- ----------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit Fee 159 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ------ ---- ------- Permit Fee Total 159 . 00 159 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Yotal 159 . 00 159 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUft&NG"0'FF1C1AL CITY OF ATLANTIC BEACH MECHANICAL PERMIT APPLICATION Date: Property Address: Owner: ZZ-1 W-W 4- Contractomj,-�%.--.1-/ -L, //Telephone#-. Contractor Address: // ql�-/ -43 &19�CX Contractor Signature: In consideration of pennit gn=fw doing dw work gsd&-ci��abwe statement.we hereby agree to perforra said woTk in a=Fw= Vdth at aunchad Plans and spedfiew nordance wftb*rCitf ofAtiontic Bmh wdinasm and standards of good practim listed 6avin. Tylme(HeatiagFed: If other i3being done on this building 91 Electric or she,list tk building permit number- • Gas: —Natur-al —central Utility 9 6 Reg • oil a Other-speciry -- MECRAMCAL ZQU1PhM4T TO BE IKSTALLED NATURS OF WORK 0 Hea —Space Recessed bral —Floor 0 Residential P Air ConditionbW Room �rf.1 Central 0 Duct System: ibt;nat Thickness 0 Corrunercial 13 Refrigeration UkKimum 0 New Building a Cooling Tower Capacity 0 Exisft BuRding 13 Fire Sprinklers:Number of Heads • Elevator. —- Manlift—Escalator _(Number) 0 Replacement of Existing Sysum • Gasoline Pumps—_(Number) • Tanks (Number) 0 New Installation 13 LPG Containers (Ntunber) (No system previoaWy installed) • Unfired Pressure Vessel • Boilers 0 Extension or Add-on to Existing System • Gas Piping 13 Offier-Specify_ • Other—Specify_ LIST ALL EQUIPMENT AM CONDITMING,RUMERATION RQUU%KLN-f&CONOMSOR S Approving Number Unh Description Model# manuacturer Too's Agenq 0 z:�JWkZOlg :;��A(C ---- / , (5- 7-7X-�X Zo 3t> Z. A2 HEATING–FUMAM BOUAX%FMMACES&Ant HANDLER'S Apprwia$ Number L%ft DescriPtion Model# Matudlicturcr BTU's Agmq A Tt�qg- /9 , ao6 /Y 6 7T-F TANKS NorubW CWacity T"c Liquid Serial A"roving -Now Many Dimmions cantained mannalctum No. 8W Seminole Road a Atlantic Beach,Florida 32233-5"5 Phone:(904)247-SWO a Fax: (904)247-5845* htto://www,cf.atlantle-bmb.fl.us Revised 1/04 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ------------ ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 05-00029688 Date 6/16/05 Property Address . . . . . . 930 PARADISE CIR Tenant nbr, name . . . . . . NEW SFR Application description . . . SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 359821 Owner Contractor --- ------ --------------- - --------- - --- -- -- ------ BESTCON INC . BESTCON INC 4400 MARSH LANDING BLVD, #6 4400 MARSH LANDING BOULEVARD PONTE VEDRA BCH FL 32082 SUITE 6 (904) 246-3747 PONTE VEDRA BCH FL 32082 (904) 246-3747 ----------------- ------- -------------------- ----- -- - ---- ---------- ---------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 1275 . 00 Plan Check Fee 637 . 50 Issue Date . . . . Valuation . . . . 359821 ------------ --------- -------- - ---------------- --- --------- ------------------ Other Fees . . . . . . . . . CITY RADON SURCHARGE . 31 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 16 . 13 AB CONSTRUCTION SURCHARGE 1 . 79 STATE RADON SURCHARGE 6 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 750 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due ---------------- - - --------- ---------- --- ------- ---------- Permit Fee Total 1275 . 00 1275 . 00 . 00 . 00 Plan Check Total 637 . 50 637 . 50 . 00 . 00 Other Fee Total 2469 . 27 2469 . 27 . 00 . 00 Grand Total 4381 . 77 4381 . 77 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING 4 0 , C. 1-k BUILDfNG OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET o5 �.zq(0&8 A Date: Address 0 N F Lj Heated Square Footage 305-Y —@ $ per sq ft= $ Shed @$ per sq ft= $ Carpo Porch @ $ per sq,4,= $ Deck _qer sq ft $ra Patio @$ per sq ft $ TOTAL VALUATION: $— 3 V?, ZL Total Valuation Ist $ Remaining Value $ per thousand or portion thereof CONSTRUCTION TYPE: TT TOTAL BUILDING FEE $ ZONING: 10 0 + '/2 Filing Fee $ FLOOD ZONE: (1) Fireplaces @ $35.00 $ f5- IMPERVIOUS SURFACE: <,S'o BUILDING PERMIT FEE $ WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METERJTAP $ Fj CAPITAL IMPROVEMENT$ 3 1 S� SEWER TAP $ C V;72) RADON HRS .0050 $ SECTION H PAVING( ) $ CROSS CONNECTION $ ST(352Z ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 CITY OF ATLANTIC BEACH C BUILDING / ZONING DEPARTMENT 4�� L. Higgins 800 Seminole Road �- �oem Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS F.E Permit Application # 0 0:7 &o8 8 Property Address: o P-Ja f2012'.c)('SE C(2- Applicant: 6"<'MC-6 t'J Project: I'd�� s'F-(Z' This permit application has been: �Approved Reviewed and the following hems need attention: Please re-submit y r applicati when these items have been completed. Reviewed By:= = Date: /)2- S' CITY OF ATLANTIC BEACH EB o lo �w,� BUILDING PERMIT APPLICATION (New Residential Commercial) C1 Date: �)17 Job Address:—ql��() Lrdf-, Owner'sName: Bzkol/) n-� Address:q�fx Mush I arabol A—11d &ftl/o Phone: .,,:A� M:7 Legal Description: Block Number: Lot Number: _Zoning District: Contractor: u J (Al NI&D& State License Number: 0YO. Address: /)kill,�Vlq k) Phone: 1,94 11 411 fV-4--t-ZL City: VOL State., Zip:"U- - -71 a(p t Dpax: OVlo Describe proposed use and work to be done: NrW S1.nalt, 4amito Ai rlhr)d Present use of land or building(s): N 0 N Valuation of proposed construction: 259 00"'* Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this�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. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 015'0. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVA-L PERMIT IS REQUIRED. Tree Removal Permits to be re iewed by the Tree Conservation Board,which meets two times each month. lX0 Procedure: In olldtvApelite Wof permits, please follow all steps and provide all information as appropriate. 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. 00w 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 Page 2 Phone: (904)247-5800 Fax: (904)247-5845 http://Www.ei.atiantic-beach.fl.us Revised 1/04 In addition to construction and engineering detail, plans inust contain the following information as appropriate for the ty ,pe of work being performed. Scale of drawings should be sufficient to depict ail 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 any jurisdictional 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. Provide drainage plans. 7. Provide erosion and sediment control plan. 8. Any other documents requested by Building Dept.,Planning Dept.,Public Works and Public Utilities. I hereby certify that all in/1 "a n provided with this application is correct. Signature of Owner: Date: I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true an orr ct and that the plans and supporting data have been or shall be provided as required. Signature of Contractor: —Date: /// 00 Address and contact information of person to receive all correspondence regarding this application(please print). Narne: Mailing Address: 42 Phone: QM4 Fax:CM0 E Mail 'n VPAn b�SkLkj Y�OrPe,� AS TO OWNER: Sworn to and subscribed before me this Iq day of 204. State of FloriJA ictPuval % gnature: A 4* 0 LP Lu. - 0* �ersonally known �100 june 19,2008 *I<r Produced identification Type of identification produced C, AS TO�"k]046k� suran- Sworn to i3A J;b.,titWe me this day of I'A_YJ LV 204_�r 4119 1 1 1 State ofJttW4*y,of Duval k� -,q 4" . 1( 4P Notary's Signature: W*' 0 0 009 63� tp a/PersonaHy known Jun( 0*: Produced identification .0 .4 Type of identification produced 800 Seminole Road Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 Fax: (904)247-5845 http://www.ei.atiantic-beac]Lfl.Us Page 3 Revised 1/04 CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: Type of Development: Flood Zone: X Required Lowest Floor Elevation: If building is located within a flood hazard zone, a survey must be made AFTER THE SLAB HAS BEEN POURED, certif��ing 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. COMNIENTS: 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 agr to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordi c s affecting the proposed development. Applicant's Signature: Date: C1 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 WATER IMPACT FEE WORKSHEET 'F N - eA). ADDRESS- DRAINAGE FIXTURE UNIT R;A1 N NAG U TF URE FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers,commercial 3 Automatic clothes washers,residential 2 Bathroom group consisting of water closet lavatory, 6 Bidet, and bathtub or shower Bathtub(with orAfithout overhead shower or whirlpool 2 attachments) Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 Drinking foun!g� Y2 Floor drains -2 Hose bib I Iz- Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 Laundry tray(1 or 2 compartumts) 2 Lavatory 1 Shower compartrnent,domestic 2 Sink 2 Urinal 4 Urinal, I gallon per flush or less 2 Wash sink(circular or multiple)each set of faucets 2 Water closet,flushometer tank,public or private 4 Water closet private installation 4 Water closet,public installation 6 TOTAL NUMBER OF UNITS-- 1 MULTIPLIED X 20 ITOTAL$ :1 �-O Page l0fl Schlueter, Jennifer Frmmm: Showman, Lisa Sent: Tuesday, June 14. 2OO5^kO4PM To: Schlueter, Jennifer Subject: RE: 8e$tcon Approved \nAS4UU. Approval ohaete/oonnnnants/p|mnaare in interoffice mail toyou. � -------------- From: Schlueter, Jennifer Sent: Tuesday, June 14, 3OO53:D3PM To: Showman, Lisa Subject: FW: E�estcmn Lisa, Can you check with Donna Kand Rick regarding these three, City Clerks office said they were approved at last nights commission meeting. T, Jenny From: Cunningham, Kerh Sent: Tuesday, June 14, 2005 13:32 PM To: Schlueter, Jennifer Subject: 8eatcon Karen called inquiring about some applications for: 830 Paradise Circle 691 Paradise Lane & \.,911 Paradise Circle | looked in the file and found 911. /tioA8TG Public Works. | could not find anything on the others. Do you know what the status mfthese are?They have been out for some time. Karen's number io24G.3T47. | can call her back ifyou want nnmto. Thanks! Ke*r-f/C Assistant Building Permits Clerk City ofAtlantic Beach 0oo Seminole Buud Atlantic Beach,FL 32233 904.247.58009b000 904.247-5845 Fax 6/l4/2UA5 � Ill. Energy Code Information: I Is the current energy code form completed properly and signed; RESIDENTIAL CHECKLIST FOR ONE&TWO FAMMY DWELLINGS correct climate zone and correct jurisdiction? (FBC 13-600) Yes /No N/A 2. Does conditioned square feet area on plans match square feet NOTE: DRAWINGS REQUIRED To BE DRAWN TO SCALE WITH SUFFICIENT CLARITY shown on energy forms? Yes vl�N N/A AND DETAIL-(FBC 104.2.1) 3. Is the"W'value between coramon walls shown? Y.J�/Noo N/A V", (FBC 13-602.IABC.1.1) 4. Is the"It"value for added insulation on exterior walls shown? Yes qo N/A PLANS EXAMINER: -L�"D�J DATE: 5? -2- 5- 5. Is the"R"value for ceilings shown? (FBC 13-604.I.ABC.1) Yes t�N. N/A 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/At.-' OWNER:- JOB ADDRESS: q 3 0 7. Are Energy Credits Claimed? Yes V,, No N/A A. Attic Radiant Barrier Credit (FBC 13-607.I.A.4) Yes No N/A CONTRACTOR: IC 6 IJ PHONE NUMBER: 3 B, White Roof Credit (FBC 13-607.1 A.5) Yes No NIA C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes V"No N/A (CIRCLE) 1. Survey: IV Foundation Plan: I. Is a specific purpose survey submitted? Yes V, No NIA 1. Are all footings shown,including interior hearing walls, 2. Is correct Flood Zone shown? Yes No N/A Column pads and concentrated loads? Yes V�No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations ofvcrtical reinforcement and anchor bolts shown? Yes V"No N/A in an"A"or")r'zone? Yes No N/A s.- 3. Are all elevation changes in slab shown? Yes N/A On lots in multiple flood zones,are flood zone lines indicated? Yes No N/A 4. Is minimum concrete PSI shown? Yes 4. V�,N. N/A 5. Is property in a flood way? Yes No N/A..�� 5. Is slab reinforcement shown? Yes N/A 6. Is flood way line shown? Yes No N/A A. Wire mesh size and gauge? Yes 'lo NIA B. Fibermesh reinforcement? Yes V-14o NIA 6. Is vapor barrier,minimum 6 mil.shown? (FBC1909.2) Yes No N/A if. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes No N/A 1. Are plans scaled by architect or enginced Yes No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes v"No N/A A. Arc structural calculations submitted? Yes.,/No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes V No N/A Strength of not less than 2500 PSI at 28 days? (FBC 1804.5.1) Yes V"No N/A 3. Is exposure category shown? (FBC 1606.1.8) Yes w'No N/A 10. If pile foundation shown,is Sealed Soils Report submitted? 4. Is Importance Factor shown per FBC Table 1606? Yes v"No NIA (FBC 1805.1) Yes No N/A 5. Are pressures for wind loading on components and cladding Shown per FBC 1606.2.5? Yes v" No N/A 6. Are pressures for wind loading on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yesv-' No NIA I. Is finished grade shown? No N/A 7. Does structure meet requirements ofFBC Table 500 for number of Yes V 2. Is minimum floor elevation shown? Y.,;/',No N/A stories and allowable area? Yes No N/A A. Minimum 8"above adjacent grada? Yes VNo N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. I"protection elevation? Ycsv'�,N. N/A for structural elements? Yes No N/A C. Base flood elevation? Yes V No N/A 9. Are plans designed per SST'D 10-99? Yes No N/A 3. Is minimum footing depth beneath finished grade shown? Yes v" No N/A A. Are all appropriate charts and tables shown? Yes No N/A (FBC 1804.1.3) B. Are all appropriate requirements circled or highlighted? Yes No N/A 4. Are all footing sizes shown? Yes v/'No N/A 10. Are plans designed per'Uuide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes v// No NIA Construction in High Wind Areae'? Yes No N/A 6. Is vertical reinforcement shown? Yes� No N/A A. Are all appropriate charts and tables shown? Yes No N/A 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yes No N/A AL Is exterior wall finish shown? Yes No NIA ll. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes No N/A High Wind Areas? Yes No N/A C. Is exterior wall insulation shown? Yes No N/A A. Are all appropriate charts and tables shown? Yes No N/A D. Is exterior wall finish shown? Yes No N/A B. Arc all appropriate requirements circled or highlighted? Yes No N/A 8. Wood Frame Construction 12. Are plans designed per"AF&PA Wood Frame Construction A. Is stud size,spacing,grade and lumber species shown? Yes No N/A Manual for One-and Two-Family Dwellings,High Wind Editicaf"! Yes No N/A B. Is exterior sheathing(type and thickness)shown? Yes . N/A A. Are all appropriate charts and tables shown? Yes No N/A C. Are nailing requirements(size and spacing)shown? Yes�IPNO N/A B. Are all appropriate requirements circled or highlighted? Yes No N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yes V'No NIA 5 Does bedroom open directly into garage? Yes No/ N/A E. Is interior wall finish shown? YesvNo N/A 116'. Does the number ofbedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yesv/ No N/A grade shown? (FBC 2304.2.5) Yesv*/No NIA a. Are shear wall segments shown? YesvNo MA 17. Is Designer's name and address shown on plans? Yes v1 No N/A A. Type of hold-downs shown? Yes V No N/A 18. Do egress doors and Landings comply with FBC 1012.1.3 9. Are ceiling heights shown? (FBC 1202.2) Yes'," No N/A and FBC 10 12.1.5? Yesv/No N/A 10. Are all hurricane anchorage and hold-downs specified and Labeled? Yes.�/Z No N/A 19. Are habitable rooms shown with the minimum light and ventilation 11. Is ceiling type shown,drywall thickness? Yes No N/A requirements of FBC 1203.1? Yes V/No N/A 12. RoofFraming 20. Are garage doors,windows and other openings shown as meeting A. Are engineered trusses shown? Yes No N/A wind load requirements for components and cladding per FBC 1606? Yes No N/A B. Are conventional fiame rafters used? Yes No N/A 21. Does floor plan show fireplace? Yes No N/A 1. Rafter size shown? Yes No N/A-� 22. Are stair details shown? Yes No N/A 2. Species of lumber shown? Yes No N/A A. Is minimum stair width shown? (FBC Table 1004) Yes No NIA 3. Grade of lumber shown? Yes No N/A B. Are tread and riser sizes shown? (FBC 1007.3) Yes v/No NIA C. Type ofroofsheeting shown? Yes V'.No NIA C. Do spiral stairways comply with FBC 1007.8.2? Yes No NIAV 1. Thickness ofroofshoeting shown? Yes;"No NIA D. Are required landing shown? (FBC 1007.4)? Yes v/,No N/A 2. Grade ofroofsheeting shown? Yes�/,No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes V No N/A 3. Nailing pattern ofrootsbecting shown? Yes VNo N/A 23. If floor plan shows mixed construction,am mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes No N/AV' D. Weight ofDry-In fell shown? Yes V�N N/A 24. Ifrequired,are tenant separations shown? Yes No N/A V' E. Type ofroofcover shown? Yes:�/Non NIA A. Duplex (FBCTable704.I) 1. Attachment asphalttfiberglass shingles shown? B. Townhouse (FBC 704.4) TBC 1507.3.7) YesV No N/A 25. Are all columas and beams shown for porches and lanais? Yes v"No NIA 2. Attachment of tile roof shown? Yes No N/A A. Are column type,size and anchorage shown? Yes V No N/A (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes V,'No N/A 3. Other roof covering and attachments shown? Ye,/No N/A 26. Are all lintel and beam details shown? Yes No N/A F. Lzngth ofroofoverhang shown? Y..V No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fikscia shown? Yes,/ No N/A H. Attic ventilation shown? Yesv, No N/A 1. Location,type and thickness of flashing shown? VIL Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yesv/ No N/A I. Are engineered truss plans provided showing loads,uplifts and I. Typeandeaug ofeave metal shown? Yes V"'No N/A required connections? YesV No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes V�. N/A 3. Framed roof V1. Floor Plan. A. Is rafter plan shown,including size,spacing species, I Does square footage on plan match square footage show on grade of lumbeG span and ovnections? Yes No N/A application? Y.V/ No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yesvl No N/A species,grade oflumber,span and-catmections? Yes No NIA 3. Are all door and window sizes shown? Yes,/ No N/A C. Are collar ties shown,including size,spacing,species, 4. Are all emergency egress openings shown? Yea,/ No NIA grade of lumber and connections? Yes No NIA 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes ,','No NIA oflumber? Yes No NIA V" 6. Are all vertical reinforcements shown? Yes No N/A 4. Is roof sheeting indicated,showing type,thickness and nailing 7. Are all shear wall segments shown? Yes No NIA pattern? YesW No N/A 8. Are all hold-downs and hurricane anchorages shown? Yes No NIA 9. Is required attic access shown? Yes No N/A 10. Are all plumbing fixtures shown? Yes,,<No NIA VHL Floor Framing. Il. Are all electrical fixtures shown? Yes No N/A I. Is engineered floor truss plan provided,showing loads, 12. Are all mechanical fixtures shown? Yes No N/A uplifts and connections? Yes-.1 No N/A A. Is air handler and condensor location shown? Yes No N/A 2. Is joist plan provided,showing size,spacing,span,species, B. Am exhaust fans shown? Yes v-' No N/A grade of lumber and connections? Yesv// o N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes V No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(1)bathroom on the first habitable floor level nailing pattern? Yes No NA Have a 29"net clear door opening and handicap accessible route? (FBCII-11) Yes/No N/A CITY OF ATLANTIC BEACH BUILDING /ZONING DEPARTMENT 800 Seminole Road L. Higgins Atlantic Beach,Florida 32233 (904)247-5800 (904)247-5845 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # ofps Z9 (:,88 Property Address: '9 MQ �-�1181-)( C1(2 ZA e- Applicant: E—Se-"�C-o 11-L Project: Ki C=-:-Lo S- IF This permit application "s been: Approved �#" Reviewed and the following items need attention: S"ra T U 4 c-- C AJ C �Jt_ 4�, A)3 cc ic ') ) '7—Hl I r2 tL' 12) S (Y -0 R F— I;F cJ A �O 0 AT-Q -7--0 V00,-Z- 7/- % Please re-submit your application when these items have been completed. Reviewed By: t qJ� Date: 2 CITY OF ATLANTIC BEACH ............ WIT 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233-5445 Telephone: (904)247-5800 Fax: (904)247-5845 hftp://ci.atiantic-beach.fl.us FAX To: e--,ST co 1-4 Fax#: 2,4 -7 1 From: Date: -z- Z-5- cs Pages: Re: -?Res'�Lo Urgent r Review /,'�Iease Reply Notes: CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 -5834 (904)247 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS Permit Application # Q 5 - Z9 G 8 6 Property Address: 1,50 Applicant: &-ST-C-n§%J Project: ki 7SF(?-- u Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department, Your permit application has been reviewed by the Public Works Department and the following items need attention: This is not one of the lots approved by Commission for constructi—o—n—B-eTore acceptance o pub ic improvements. Building permit will- not. ��rovecl until after - final inuection/ac-c-e—ptance—of water/seweranEFpul5lic cirainage/sidewalk. 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 * Carper,P.E., Public Works Director —7z ! Date Signature Contractor Notified Date RE CE IV E C) CITY OF ATLANTIC BEACH BULDING P, ZONNG, CITY OF ATLANTIC BEACE FEB 0 8 2005 BUILDING PERAUT APPLICATION (New Residential Commercial) BY: Date: a —7 Job Address: q.-21) 21r0dise, CiYdep-, Owner's Name: maul V/A6, :�z LQ - A lid cgltwa Phone: C241/� aa Address:�b& 6h lba -1 Legal Description:,Block Number: Lot Number. Zoning District: Contractor: T/711 I /S State License Number: Address:qw-D rM 1,FJ1 � ayd 1,10a K SL(a Phone: W-7 F -7/Q-to City: State: J ax: 6ie. ada zip: �- CQ f Lo rh Describe proposed use and work to be done: to At C1 I J�ilo Present use of land or building(s): C, Valuation of proposed construction: (0 0 Is approval of Homeowner's Association or other private entity required? If yes,please submit with this application. Will this 'ect 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. D YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. 2-N-'O. Applicant certifies that no trees will be removed for this project. YES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal ermits to be iLekiewed by the Tree Conservation Board,which meets two times each month. W-641 Procedure: in o AdrtWe Pite issuanct of permits, please follow all steps and Rrovide.all information as apprORriate Incomplete ions 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 miformation, 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 Atlanti c Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is req uired. (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 Phone: (904)247-5800 Fax: (904)247-5845 http://Www.ci.atiantic-beach.fLus Page 2 Revised 1104 CITY. OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Ros(zuu Location: (5c < I�M Lst, Type of Development: Flood Zone: Required Lowest Floor Elevation: 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. COMNfENTS: Appl.icant.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 agr to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or or c s affecting the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 AA J%J CITY OF ATLANTIC BEACH PUBLIC WORKS DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us PLAN REVIEW COMMENTS C1 Permit Application # Q 5 - 2-9 G F-3 E3 Property Address: 150 T:4 Applicant: -rc-n/�J Project: 7S4::-(2- 5 1 O'� Your application is approved as noted by the Public Works Department. ffiO�% Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Works Department and the following items need attention: This is not one of the lots approved by Commission for construction before acceptance of public improvements. Building permit will not be approved until after final inspection/acceptance of water/sewer and public drainage/sidewalk. 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 Rick Carper, P.E.,Public Works Director Date *^v Signature Contractor Notified Date CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coubms E Ell) PLAN REVIEW COMMENTS Cl Permit Application # 05> - Z'1 to 8 S Property Address: 9 ?An rZAD1 S E I-rz. Applicant: &ST C-6 0 Project: Klr=. ,A,V� )(Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: + �-k Ike" �kx P,-4-1 &XiZ42".4 AL Q::;4 A!% 61 ea- 2E— 421-0—� 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. Reviewe��r D a,"uzniak,Public Utilities Director Date Signatu--r-e Contractor Notified Date Kgi�l BP25OU01 CITY OF ATLANTIC BRACH 4/07/05 Application Tracking Step Selection 09: 12: 47 Application number . . . . : 05 00029688 Address . . . . . . . . . . : 930 PARADISE CIR RE number . : - -11- Application type . . . . . SINGLE FAMILY RESIDENCE NCR OLD ACCOUNT NUMBERS . . Tenant name, number . . . . NEW SFR Type options, press Enter. 2=Change 4=Delete S=View 6=Fast log 8=Action log maintenance 9=In/out maint Path --- Xey Dates --- -- Action Summary - Opt Agency description Rev Step Req In Est Cp1 Last Type By - PLANNING A 01 Y 2/08/05 2/11/05 2/10/05 AP SD - PUBLIC UTILITIES A 01 Y 2/15/05 2/11/05 2/15/05 REV LS - PUBLIC WORKS A 01 Y 2/10/05 2/11/05 2/10/05 REV LS BUILDING A 02 Y F3=Exit F5=Land inquiry F6=Add F7=Revisions F8=Misc info inquiry Bottom FlO=View 3 F12--Cancel F14=Action log inquiry F24--More keys CITY OF ATLANTIC BEACH PUBLIC UTILITIES DEPARTMENT 1200 Sandpiper Lane Atlantic Beach,Florida 32233 (904)247-5834 (904)247-5843 Fax www.coab.us EF PLAN REVIEW COMMENTS Ci Permit Application # [)5 -zC740as 9 ',-2� '---' Property Address: A� IZArA S Applicant: GST Cb 0 Project: K1. — P(-?-- u Your application is approved as noted by the Public Works Department. Final application approval must come from the Building Department. Your permit application has been reviewed by the Public Utilities Department and the following items need attention: (A.)#r1EX- -- 4- S4CLA-)&-C r-,eV-S /2,0 t,z1 ac 1 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. Reviewe nn aluzm*ak, Public Utilities Director Date r27K, 2 Signature 10, --- Contractor Notified Date I _J6 )rior issuing building per-mits tor individual lots, a Certlfic4te of Completion is required for publicly owned and maintained improvements (water and sewer) . City of Atlantic Beach Land DevolopmQnt Regulations Sec. 24-235 lists requirements for issuance of Certificate of Completion. topograp�i-cal survey and drainage plan j�-64aired. - Provide erosion and sediment control plans with details. FROM :CLRRSOtl & nSSOC I RTES FA"I'l 110. 1304 3136 2633 Ft:�b. 01 2005 12:50PM P2 MAP SHOWING PLOT PLAN OF LOT 11 AS SHOWN ON MAP OP PARADISE PRESERVE A.'q RF�-eWDF17) IN PI AT ROOK 57, FAGI;S 31 THROUGH 31C OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY. FLORIDA. FOR: BESTCON, INC. SEAR040 REFERENCE: BEARING SHOW ON RIGHT—OF—WAY UNE HMW IS THE-S..AME AS S H OWN ON 7HE ABOVE MENTIONED PLAT, LOT AREA: 6,334sq.ft. IMPERWOUS AREA: 2,718sq.ft. PARADISE CIRCLE (PRIVATC 50-* RIW) S89050*25"E 55.0.0 2 ov Ij r V4.11j, 131.29' PC i A SIDEWALK V LEGEND: LOT 17 OAK SAY -4 G 11 t5F 9RL (12-) QTWIN OAK SIWET Ow . 0 U%C*AK COKw PCIRCH MAOMIDUA PINE I I PALM SWAMP WALNUT * UVRTLE CAMPHOR "KE7Y WEST" "All 46 1&sl 4.SN7 &0' —j M 0 f SMEZEWAY AICI M I 2�2.0' pa= 9 Wd)n PMT GARAGE C lor 010. MM GRAM 1 1 22.0' 9.0, 20;iRL' WMMITIMMICE 7 7 CE VPAVATE 4-.1 DRIVE wem NoM off nNCE To BE A I Aw RM POW ,-4�0 � - TRM 0- LET PC N894'49'10"W w A-r"r or rkow 6.29 CH,-18.80* PARADISE LANE (PRI VA TE .VARIABLE WID TH RIW) TYPE �8- DRAINAGE NOM 7HE LOT SURVEYED HER15ON APPEARS TO LIE MTHIN FLOOD ZONES 1XI AS SCALED FROM THE FLOOD INSURANCE RATE PRI�PARED BY. MAPS� COMMUNITY PANEL tjO, 120025 O—MMD DATED 4-i7-sg- CL&RSQN ANDASSOCUTM, 114C. PROFFESIONAL LAND SURVEYORS DATE JANUARY 24 2005, 1643 NALDO AVENUE, SCALIE.- l" = 20' JACKSONVILLE, FL.. 32207 Received Time Feb . I . 1 : 59PM CITY OF ATLANTIC BEACH FLOOD PLAIN DEVELOPMENT INFORMATION Location: 4e 'r Type of Development: VIAILt, Flood Zone: Required Lowest Floor Elevation: 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. CON4NMNTS: 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 agr, to comply with all applicable provisions of Ordinance No. 25-7-11 all other laws or ordi c s affecting the proposed development. Applicant's Signature: Date: Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 LOUIS J. GABRIEL, P.E. 9610 BROKEN OAK BLVD. JACKSONVILLE FLORIDA 32257 3 / 21/2005 Re: Lot 11 Paradise Preserve, Jax. Beach, Fl. Dear Building Inspector:- The architectural plans of the subject structure have been reviewed by myself for compliance with section 1606 of the 2001- FBC for three second gust wind speeds of 120 mph.and concluded that the building structure will satisfy the wind loading requirements of section 1606 of the 2001- FBC as long as sheets #S-1 through #S-4 of the architectural drawings are satisfied. It shall be noted that the following criteria were assumed throughout the review and analysis:- a) that the lateral diaphragm of roof and floor sheath i ng/trusses system is of the flexible type, b) that the shear walls segments will interact in unison due to their attachment to the above mentioned lateral diaphragm, c) that the entire roof uplift forces will be transferred to the footings through the use of metal strapping ;thus, the uplift resistance of the designated shear walls sheathing will be neglected, d) that the shear wall segments will distribute the designated shear forces based upon their rigidities, e) that I have no knowledge of any subsurface soil condition report ; thus, all footings were designed assuming an allowable soil bearing pressure of 2000 psf. If contractor found any differing conditions through soil removal or soil report that will affect the above mentioned assumption, then I shall be notified and possible footing design revisions may need to be implemented prior to commencing with footings work. Please let me know, if further help is needed. 4S!ncer U--�Q J Louis J. abiriel, P.E. WIND FORCES STRUCTURAL ANALYSIS FOR LOT 11 PARADISE PRESERVE, JAX. BEACH, FL. THE ANALYSIS IS STRICTLY DONE TO INSURE COMPLIANCE WITH THE MINIMUM WIND LOADING REQUIREMENTS FOR THREE SECOND GUST WIND SPEEDS OF 120 MPH AS OUTLINED BY SECTION 1606 OF THE 2001- FLORIDA BUILDING CODEVV PREPARED BY: LOUIS J. GABRIEL DATE: MARCH 21 ST v 2005 eet Dat I a IL LaL 5 tyt4c twm L a C. dAM e- UL eoo- 4w4.a Ro o*r a oi� 't ise S T�'4'AA�s! STO-Wi'At All , . ... ... ... t$ Avu.(A 0 CY b bloc fe V AD a 4 goo c, (0.0 VIA 0-f v%LC.41 -KOW tr. 0 C) goo 6i 1660 o(-Aq Do'ev'kaw 3- s') TOW 1�� DATE: Sheet of CT-"6(\eL, -.—C, - S eej — 1?,0 "1,% sec. jusO 'StY%Avt�We, LCJJ i4a— (00" S 404 WIN"ORNR age". M., ..a FAWMER FASM Ott SOPRIMAO(I Panel Span:5 2 It 2 ft<Panel Span 4 ft-c Panel Span 6 ft<Panel Span -c4ft -C 6 ft <aft 2 1/2#6 Wood SUBW3 16 16 12 9 2 lt2#a Wc;od Scmw,3 16 16. 16 12 Double-H.eadod.NaW 12 6 4 3 Sh I incb=25A mm I foot:--305 mm Notes: I. This table is based on a maximum wind speed of 130 mph.(Aricts)and mean roof haigbt of 33 feet(10 m)or less. L p4wors shall'N"Ifialwavilpongends of the Wood Structural Pow. 3. Where scraws they shall be attached using vibration-resistant anchors having a minimum witbtlrawal capac- ity of4qQ lb(24WIM 4. Nails 91WI be l(W dOMRM Or 12d bQW 4WO-hOW106 MUL 0 P e*tk4l S stywjciow- v3ltl � 0? A& 6F PAMA� (j $5 per tAaA;\ �vj,4 (tit'it- itrvitWe �,(4k4 foot Q*'A- ) L--:.k�tw�ti, Sheet Of DATE: -==r-ao p o 0 ki o 1A 1" L ov suf R� mm guLAL Wojj (O'Al tlCAU'Cr'iA C row 06 do 0)e. I-13 16141.1 0 t A vu.T&,s i,--N A 3 6 o L ts Ap IF oF eiHL,,, 0 7.,4b 5oo Psi F.� U,o oD 7.4 JQ 6 6 f fe-&L A I Lu-,j 1 2.190 16.s 1 -1.10 110.1 .i . "4 +it. k. U4-lj stecL A21, VJ"h—fs &4f--UJ-a Aq )X IL rO =-Z'7...ICI (stm -F-6.L (u6oJ)= 400 A .4 =M/:s M-40 /6zj4?/-(Z7i00)(1-33) S6AY- 7"siv-A 0'-A AmG4ar Zod-s 35'5'OP!p 514"'Ii:314 aAr ALLVwek6le _rvAtiv-A Lr'^ tLn'c'fd4 Ft � 1440 16T (se-e- above) AL1uw rllole S',iev%v, avv Ilz.'. + Al C. 60 Us 350 Or 0-JZ 86 jj �iLaj,aj�e- ---Advr= 350 115-7 165 16s I 111111111 fill"[11111111111 11111 TABLE 160&2A FEE C ED IN MAIN WIND FORCE RESISTING SYSTEM WIND LGADS FOR A'BUILDING WTH A MEAN ROOF HEIGHT Of 36 LO AT Exposure 13 m Horizontal loadal Vertical Land&(paf) May.Horizontal Wall Loads4(pst) G) Windward End Zone Interior Zone End Zone Interior Zone Overhang Zone Wind Root Roof Roof I Zone I Zan* iE 4E 1 4, Velocity Load angle Windward Leeward Windward Leeward End Interior (mph) Direction (degrees) WWI RooP WWI I Roofs Roof Roof go Transverse 0-5 12.8 -6.7 8,6 -4.0 -15.4 -8.8 -110.7 -6.8 -211.6 -16.9 1 0.0 -7.6 7.2 -5.8 20 17.8 -4.7 11.9 1 -:2.6 -'15A -10j -10.7 -8.1 -21.6 -16.9 12.0 . -101 8.8 -7.5 30< anqle:S 45 14.4 9.9 1114 5.6 -8.8- 4. -7.6 &.11 -5.8 t1.9- 8.1 9.1 -6.8 Longitudinal All angles 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10.0 -7.6 7.2 -5.8 100 Transverse 0 16.9. -8.2 10.5 1 4.9 -19A -10.8 -13.3 -8.4 -26.7 -20.9 112.0 -9.3 8.8 -7.2 20 22.0 -5.8 14.6 -13.3 -10.1 1 -26.7 -20.9 1& -:L2 .19.1- -13.3 5.0 -12.5 10.8 .3 30 -<- angle!; 45 17.8 1 12.2 14.2 9,6 6.9 - -10,8 5-,9, --Q-3 -6.3 -7.2 13.Q -'10-1 11-3 1 -8.4. Longitudinal All Angles 15.9 1 -8.2 10.5 -4.0 -1971 -10.8 -13.3 -6.4 -26.7 .-20.9 12.0 -9.3 8.8 -7.2 5'9 r9.3 110 Transverse 0-5 19.2 -10.0 112.7 -5.9 1 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3-- 16.0 -1 .3 10.7 �8.7 2 20 26.6 -7.0 17.7 -3.9 1 -23.1 -16.0 -1 U -12.2 -32,3 1 -25.3 18.0 13.1 -11.3 -50 < angle,. 45 2 .6 14.8 17.2 11.8. 8.3 -13.1 1. 7.2 --11.3 -7.6 -8.7 16.0 -12.2 13J -101 Longitudinal All Angles 192 -1.0.0 12J -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 15.0 -11.3 10.7 -1 8.7 120 Transverse 0-5 22.9 1 -11.9 16.1 1 -7.0 ---27.4- -15.6 -19.1 -12.1 -38.4 -,j0.1 17.0 -13.4 12.7 20 3A&_ -8.3 21.1 1 -4.6 '27.4 ` -19A -19.1 '14.5. -30.1 22.0 .18.0 15.6 -13.4. 30 < anale-e. 45 25.7- 17.6 20A 1 14.0 9.9i -16.6 8.6 -13.4 .9.0 -10.3 10.0 44.5 16.2 1 -12.1 Longitudinal All Angles 22.8 -112 15.1 1 -7.0 -27.4 1 -15.6 1 -19.1 -12.1 -38.4 -30.1 17.0 -13.4 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 -35.3 20.0 -15.7 : 14.9 -12.1 20 37.1 -9.8 24.7 -5A -32.2 -22.4 -22.4 -45.1 -35.3 25.0 -21.1 18.3 .-15.7 130 < anqle!� 45 30A 20.6 24.0 -16.5 11.6 .19.3 10.0 -15.7 -10.6 -12.1 22.0 -17.0 1 19.1 -�:�4-2 Longitudinal All Angle6 26.8 .13.9 17.8 .8.2 .-32.2 -18.3-"' -22A -14.2 1-45.1 -35.3 20.0 -15.7 14.9 .12.1 140 Transverse 0.6 31.1 .16.1 20.6 -4.6 -37.3 1 -21.2 -26.0 1 -16.4 1 -52,3 .40.9 24.0 1-1.8.2 j 7.3 A4.0 .-n 20 43.0 1 -JJA 28J 1 -6,3 1 -373 1 -26.0 1 -26.0 1 A9.7 1.62.5 1 .40.9 .29.0 -24.5 21.2 1-18.2 r 130 < anclle:!�'45-- 35.0 1' 23.9 27.8 1 19.1 1 13.4 1 -212 1 11.7 1 4&.2 t-12.3 1 -14.0 26.0 1 -19.7 22.1 1 -16.4 0 -ongitudinal All Angles 31.1 -16.1 20.6 -9.6 -37.3 -21.2. 1 -28.0 -16A 1 .52.3 .40.9 24.0 -18.2 17.3 144.0 L 150 Transverse 0-5 9 -24.4 1 -2U -18.9 1 .60.0 .47.0 27.0 �20-9 19.9 -16.1 > 35.7 -I&S 23.7 -1j.0 -42. of .2 '0.0 G 2-9 - �3.0 32.9 -L-7.2 -42.9 1 -29.8 1 --29.8 2.6 -6 -47.0 34.0 1-28.1 , -20.9 130 < anqle 5 45 40.1 1 27.4 31.9 1 22.0 15.4 -24.4 13.4 -;2Q.9 1 -14.1 -, -16.1 30.0 1-2g.6 25.4 -18.9 Longitudinal All Angles 35.7 -18.5 23.7 -11.0 -42.9 -24.4 -29.8 -118.9 1 .6o.o .47.0 27.0 1-20.9 1 b�--9 -16.1 G) 0 For Sl: 1 ft2 0.0929 M2..I mph 0.447 ints,I degree of angle=0.01745 rad,I psf 47.88 NW. 0 m Notes: I Pressures for roof angles from 5 to 20 degrees shall be Interpolated from the table. 2 Pressures are the sum of the windward and leeward pressures and shall be applied to the windward elevation of the building In accordance with Figure 1606.2(c). 3 It pressure is less than 0,use 0. 4 Pressures shall be applied in accordance with Figure 16062(b). 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I MEANS IHAT 7jW* �49 4ZTrWY WA 11 4z 5 STACK Lam-ml 6- TER SUITE --------------- ex—sk cam IL,C 2.12 RAT FDR FM MMT POIC -------- ------- 4, 1 - -W so''b mvwmLl 'r-r 2M TECH CENTER UP 12 sr-"r f-r ATsc 2M '7MAS R SUITE tD P[ I -.7 CZEDRb-OU 2 MR FAN FLAt-41 -h- 'ZIM OF-w" Qb) Ob) Qb) M( A t� 6%, 116 o N 1A Z?ZI 1.31 g1A PJA t47A 716 I lvfA- sv (D- "Z" IS ALWAYS MAL X wm wo�N� FAM 11 m N PO I'MA' Cu _0 I EOG Krw,AT P B, AND �Q A�L MOM T~, MWI W. F wj�