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70 W 14th St 2004 Duplex Permit PERMIT WORKSHEET Certificate of Occupancy 31' Job Address: -7O I L k SI Type Work: Property Owner: Phone #� —73n —Zo53 Contractor: Phone # �re ed s._ Looc-4Th r��T�'L - 744- 5553 Permit#: 54 - Z 8 5 O8 Date Issued: 8 Tree Permit# Foundation Permit# (94- 7_67 z4- Demolition Permit# BUILDING ELECTRIC p4-Z`�oZ5 MECHANICAL ZesOg PLUMBING 285 Ternp.Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab g_?,4 Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ q_15'D4. Water/ Sheathing Sewer Rough/ Framing ¶30-c4 Rough Rough q- Topout 1-3o-c4 Insulation t 0 - 1k. O JEA Release Date Building J Electric Mechanical PS. Plumbing 1(31 Final Final I Final . , Final I JEA Release • Date Drainage Inspection: • • Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspdcfion: Failed Inspections: Date Paid: ' • 06/30/2004 12:17 9042871258 E€ 3'/ DEFL3 ri 6_ -.` • FORM 600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A ' Project Name: Duplex West 14th St Builder Smallwood Builders Address: West 14th St Permitting Office: Atlantic Beach City, State: Atlantic Beach, Fl Permit Number: Owner. Jurisdiction Number: Climate Zone: North /2_k2_(__ _./_ ) I. New construction or existing New - 12. Cooling systems 2. Single family or multi-family Multi-family ` a. Central Unit Cap:30.0 kBtu/hr - 3. Number of units,if multi-family 2 - SEER: 10.00 - 4. Number of Bedrooms 3 _ b.N/A - 5. Is this a worst case? No _ - 6. Conditioned floor area(ft') 1355 ft' c. N/A - 7. Glass area&type - - a. Clear-single pane 0.0 ft' - ; 13. Heating systems b. Clear-double pane 146.0 ft' - a. Electric Heat Pump Cap:30.0 kBtu'hr __ c. Tinuother SHGC-single pane 0.0 ft' - HSPF:6.80 - d. Tint/other SHGC-double pane 0.0 ft' b.N/A 8. Floor types - - a. Raised Wood,Adjacent R=19.0. 1 10.0R' _ c.N/A - l b. Slab-On-Grade Edge Insulation R-0.0. 125.0(p)ft - - c. N/A 14. Hot water systems 9. Wall types - a. Electric Resistance Cap:50.0 gallons - a. Frame,Wood,Exterior R=l 1.0,1269.0 ft' - EF:0.91 - b.Frame,Wood,Adjacent R=11.0,747.0 ft' - b.NIA - c. Frame,Wood,Adjacent R=I 1.0,179.0 ft' - _ d. N/A - c. Conservation credits _ e. NIA (HR-Heat recovery,Solar DHP-Dedicated hea pumpRECEIVE D 10. Ceiling types - �ITY OF ATLANTIC BEACH a. Under Attic R=30.0,635.0 ft' - 15. HVAC credits BUI: r)!NG & ZONING - b. Under Attic R=19.0.14.0 9' - (CF-Ceiling fan.CV-Cross ventilation, c. N/A HF-Whole hoose fan, JUL 1 2004 11. Ducts - PT-Programmable Thermostat a. Sup:Unc. Ret:Unc. AH:Interior Sup.R=6.O, 125.0 ft T MZ-C-Multizone cooling, b.N/A ! MZ-H-Multizone heating) BY' Glass/Floor Area: 0.11 Total as-built points: 22243 PASS , Total base points: 24129 r ! I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in compliance with the Florida specifications covered by this • oo•; Ener Code. I calculation indicates compliance :' '' T-•. � with the Florida Energy Code. /1/7. ' ° o • PREPARED BY: � /� ----,-- 'V , Before construction is completed �..-4';'i= ,L-: `- '�. DATE: 31 -1=5) 1/3 this building will be inspected for Ili • . :, I hereby certify that this building, desig , is in compliance with Section 553.908 •.ryf.1�".�` . .... compliance with the Florid gy Cod . lorida Statutes •-. °D win.7. • OWNER/AGENT: !,�/ _ � � BUILDING OFFICIAL: � DATE: ---- � / d� DATE: 7- ( •L-` EnergyGauge® gyG uge® FLR1PB v3.22) 06/301'2004 12:17 904287125'6 Ni= :.:. tr Ut_ -.4.=. U_. FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, F1, PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Pcints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1355.0 20.04 4 67.0 nnuhlo,raear E 5.0 6.0 12.0 40.22 0.56 270.5 Double,Clear W 1.3 15.0 39.0 36.99 1.00 "436.7 Double,Clear S 1.3 15.0 30.0 34.50 0.99 1025.7 Double,Clear E 1.3 6.0 20.0 40.22 0.94 753.5 Double,Clear S 1.3 6.0 45.0 34 50 0.89 1384.7 As-Built Total: 146.0 4872.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 926.0 0.70 648.2 Frame.Wood,Exterior 11.0 1269.0 1.70 2157.3 Exteror 1269.0 1.70 2157.3 Frame,Wood,Ad;aceet 11.0 747.0 0.70 522.9 Frame,Wood,Adjacert 11.0 179.0 0.70 125.3 Base Total: 2195.0 2805.5 As-Bullt Total: 2195.0 2805.5 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 19.0 2.40 45.6 Exterior Wood 21.0 6.10 128.1 Exteror 21.0 6.10 128.1 Adjacent Wood 19.0 2.40 45.6 Base Total; 40.0 173.7 As-Built Total: 40.0 173.7 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 615.0 1.73 1053.9 Uncer Attic 30.0 635.0 1.73 X 1.00 1098.6 Under Attic 19.0 14.0 2.34 X 1.00 32.8 Base Total: 615.0 1063.9 As-Built Total: 649.0 1131.3 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 125.0(p) -37.0 -4625.0 Raised Wood,Adjacent 19.0 110.0 0.40 44.0 Raised 110.0 -3.99 -438.9 Slab-On-Grade Edge Insulation 0.0 125.0(p -41.2C -6150.3 Base Total: -6083.9 As-Built Total: 235.0 -5106.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 1355.0 10.21 13834.5 1355.0 1021 13834.5 EnergyGauge®DCA Form 600A-2001 EnergyGauge®IResFREE'2001 FLR1 PB v3.22 06/30/2004 12:17 9042871258 ENERGY 1.3E1 GNI FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS. West 14th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Summer Base Points: 17701.6 Summer As-Built Points: 17711.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multio ler Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) -- — 17711 1 1.000 (1.090 x 1.147 x 0.91) 0.341 1 000 6877 2 17701.6 0.4266 7551.5 17711.1 1.00 1.138 0.341 1.000 6877.2 EnergyGaugerA DCA Form 600A-2001 EnergyGaugalResFREE'2001 FLR1 PB v3.22 06/30/2004 12:17 9042871258 72€ aY UE .IN ":.4a= UD FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADCRESS: West 14th St,Atlantic Beach, FI, PERMIT#: BASE I AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area TypeiSC • Ornt Len Hgt Area X WPM X WOF= Point- .18 1355.0 12.74 3107.3 Double,Clear E 5.0 6.0 12.0 9.09 1.24 135 2 Double,Clear W 1.3 15.0 39.0 10.77 1.00 420.4 Double.Clear S 1.3 15.0 30.0 4.03 1.00 120.3 Double,Clear E 1.3 6.0 20.0 9.09 1.03 185.8 Double,Clear S 1.3 6.0 45.0 4.03 1.08 195.3 As-Built Total: 148.0 1058.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 926.0 3.60 3333.6 Frame,Wood,Exterior 11.0 1269.0 3.70 4695.3 Extenor 1269.0 3.70 4695.3 Frame,Wood,Adjacent 11.0 747.0 3.60 2689.2 Frame Wood,Adjacent 11.0 179.0 3.60 644.4 Base Total: 2195.0 8028.9 As-Built Total: 2195.0 8028.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent '9.0 11.50 218.5 Exterior iNood 21.0 12.30 258.3 Exterior 21.0 12.30 258.3 Adjacent Wood 19.0 11.50 213.5 Base Total: 40.0 476.8 As-Built Total: 40.0 478.8 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Point: Under Attic 615.0 2.05 1260.8 Uncer Attic 30 0 535.0 2.05 X 1.00 1301 8 Unaer Attic 19.0 14.0 2.70 X 1.00 37 3 Base Total: 615.0 1260.6 As-Built Total: 849.0 1339..' FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points t Slab 125.0(p) 8.9 1112.5 Raised Wood,Adjacent 19.0 110.0 2.20 242.0 Raised 110.0 0.96 105.5 Slab-On-Grade Edge Insulation 0.0 125.C(p 18.80 2350.0 Base Total: 1218.1 As-Bunt Total: 235.0 2592.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1355.0 -0.59 -799.4 1355.0 -0.59 -799.4 EnergyGauget DCA Form 600A-2001 EnergyGaugeVResFREE'2001 FLRIPB v3.22 06/30/2004 12:17 904287125E ENERGY DESIGN rHu.L "r , FORM 600A-2C01 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, FI, PERMIT#: BASE AS-BUILT Winter Base Points: 13292.4 Winter As-Built Points: 12695.8 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) 12E95.8 1.000 (1.069 x 1.169 x 0.93) 0.501 1.000 7399.2 13292.4 0.6274 8339.6 12695.8 1.00 1.162 0.501 1.000 7399.2 EnergyGauger"DCA Form 8COA-2001 EnergyGauge1lResFREE'2001 FLRIPB v3.22 06/30/2004 12:17 9042871258 =^dER.av D73IiiM,DEI P'e'a`— 0 FORM 600A-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. West 14th St,Atlantic Beach, Fl, PERMIT*. BASE AS-BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2748.00 8238.) 50.0 0.91 3 1.00 2655.47 1.00 7966.4 As-Built Total: 7966.4 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points 7551 8340 8238 24129 6877 7399 7966 22243 PASS ....„--'''''''''''''''''77.....' ,- til' { _ =. EnergyGaugerm DCA Form 600A-2001 EnergyGaugee/ResFREE'2001 FLRIPB v3.22 06/30/2004 12:17 9042871258 ENERGY DESIGN PAGE 08 • FORM 600A-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: West 14th St,Atlantic Beach, FI, PERMIT# 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS 'SECTION REQUIREMENTS FOR EACH PRACTICECHECK Exterior Windows&Doors 606.1,ABC.1.1 Maximum_.3 cfrn/sq.ft.window area;.5 cfinlsg.t door area Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners; utility penetrations:between wall panels&top/bottom plates, between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to,the foundation to the top plate. Floors ;608.1.ABC,1.2.2 Penetrationsropenings X1/8"sealed unless backed by truss or joint members. EXCEPTION:Frame floors where a continuous infiltration barrier is installed that fs sealed • to the perimeter penetrations and seams Ceilings r606.1.ABC.1.2.3 Between walls&ceilings:penetrations of ceiling plane of top floor:around shafts,cnases. soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate, attic access.EXCEPTION:Frame ceilings where a continuous infiltration oarrier 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 I \ sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from ----...__.. . .....----- --- conditioned s�ace,_tested. Multi-story houses i606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 1 606.1 ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA. have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12.Switch or clearly marked circuit I — _) _t breaker(electri P or cutoff(gas)must be provided.External or built-in heat trap required. SwimmingFoots&Spas 812.1 Spas&heated pools must have covers(except solar heated).Non-commerciai pools I must have a pump timer.Gas spa&pool heaters must have a minimum thermal efficiency of 78%_-- — _ .. --- Shower heads___ _.- 612.1 Water flow must be restr(cteo to no more than 2.5 gellons,per minute at 80 PSIG. • Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanical:y \ attacned,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts�n unconditioned attics:R-6 min.insulation. HVAC Controls Separate react y accessible manual or automatic thermostat for each system. - Insulation 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. I Common ceiling&floors R-11. EnergyGaugeT`' DCA Form 600A-2001 EnergyGaugeO/ResFREE'2C01 FLR1 FB-.r 3.22 06/30i2004 12:17 9042871258 ENERGY DESIGN PAGE d'? ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* =83.6 The higher the score,the more efficient the home. . West 14th St. Atlantic Beach, FI, 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi-family Multi-family — a. Central Unit Cap:30.0 kBtu/hr — 3. Number of units.if multi-family 2 _ SEER: 1000 — 4. Number of Bedrooms 3 _ b.N/A — 5. Is this a worst case? No — — 6. Conditioned floor area(ft2) 1355 ft' c.N/A — 7. Glass area&type — — a. Clear-single pane 0,0 ft2 — 13. Heating systems b.Clear-double pane 146.0 ft2 _ a. Electric Heat Pump Cap:30.0 kBtufnr — c. Tint/other SHGC-single pane 0.0 ft2 — HSPF:6.80 __ d. Tint/other SHGC-double pane 0.0 ft2 b.N/A — S. Floor types _ — a. Raised Wood,Adjacent R=19.0, 110.012 — c.N/A - b. Slab-On-Grade Edge Insulation R4.1.0,125.0(p)ft — — c. N/A 14. Hot water systems 9. Wall types — a. Electric Resistance Cap:50.0 gallons — a. Frame,Wood,Exterior R-11.0, 1269.0 ft2 _ EF:091 _— b. Frame,Wood,Adjacent R�11.0,747.0 ft2 _ h.N/A — c. Frame,Wood,Adjacent R=I 1.0,179.0 ft2 _ — d. N/A _ c.Conservation credits — e N/A (HR-Heat recovery,Solar 10. Ceiling types — DHP-Dedicated heat pump) a. Under Attic R=30.0,635.0 ft2 _ 15. HVAC credits — b.Under Attic R=19.0,14.0 ft2 — (CF-Ceiling fan,CV-Cross ventilation, c N/A HF-Whole house fan. 11. Ducts — PT-Programmable Thermostat a. Sup:Un:. Ret:Unc. AH:interior Sup.R=6.0, 125.0 ft — MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy say'•:features which will be installed(or exceeded) :• QTI'[fi S7 '-. in this home before final inspec ' • "le se,a new EPL Di play Card will b completed r '.;� "•.i fi;,,o ff`• based on jnstalled Code co :rant s. 147.--,1-- %:',.°',-S-.--. Builder Signature !. iKai'd _✓ Date: 7 / 0K -, .. li'ill �rn A Address of New Home: City/FL Zip: ' co *NOTE.. The home's estimated energy performance score is only available through the FLA/RES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater(or 86 for a US EPA/DOE EnergyStarmfdesignation), your home may qualify for energy efficiency mortgage(EEM)incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638-1492 or see the Energy Gauge web site at www.fsec.u;.fedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction. contact the Department of Community Affairs at 8501487-1824. EnergyCauge®(Version:FLRIPB v3.22) 06/30/2004 12:17 9042871258 = IEPSY DELI+aN —'q,a= 1`-' RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House i! " Energy Design Systems Jct: 3124/03 1065 Oat<vale Po,Jac'<ormIle,H 3221.9 Phone op.,-28-,-533 Fa:: _ , 2;i0 Eman:ener;+ydesranrkilatth,corn Pro ect Information . For Duplex West 14th St.Atlantic Beach, FI Notes: Desi s n Information Weather. Jacksonville, Intl Airport, FL , US Winter Design Conditions Summer Design Conditions Outside db 32 =F Outside db 93 Inside db 72 'F Inside db 72 Design TD 40 ''= Design TD 21 _ Daily range le1 Relative humidity 50 % Moisture difference 56 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 35438 Btuh Structure 22913 Btuh Ventilation ail 0 cfm Ventilation 0 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 °F Design heat load 35438 Btuh Jse mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 22454 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1380 Btuh Ventilation 0 Btuh Heating Cooling Infiltration 3900 Btuh Area(ftp) 1355 1355 Total latent equip. load 5280 Btuh Volume(ft') 12195 12195 Air changes/hour 1.00 0.50 Total equipment load 27734 Btuh Equiv.AVF (cfm) 204 102 Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Efficiency 0.0 HSPF Efficiency 0.0 EER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh a 473F Latent cooling 0 Btuh Heating temp rise 0 °F Total cooling 0 Btuh Actual heating fan 1096 cfm Actua cooling fan 1096 cfrn Heating air flow factor 0.031 c`m/Btuh Cooling air flow factor 0.048 cfm/Btuh Space thermostat Load sensible heat ratio 81 % Printout certified by ACCA to meet all requirements cf Manual J 7th Ed. wruphtsoft Right-Suite-iesidentiai"50€6 RSR29784 20D'Jun-.H)1:18C; q( C\2'ocurnenand Seto ngsuustome vly OocurhentsW JrghlsoftiOuplex Wed 1467 Si Atl3^_h.rsr ,,,icy, Job Truss Truss Type Qty Ply A485439 J42146 CJO1 ROOF TRUSS 12 1 (optional) , Builders FirstSource, Jacksonville,FL., Mi I ek Indu4tE203, In SR1 s Oct 1/ 20 1 Mil ek Industries, Inc. Wed Apr 02 09:47:22 2003 Page 1 I -2-0-0 i 1-0-0 2-0-0 1-0-0 C Scale = 1:7.1 6.00 FTT / B coo . D // - COO A • 1-0-0 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 VertILL) -0.00 B >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) 0.10 A-B >245 BCLL 10.0 Rep Stress!nor YES WB 0.00 Horz(TL) 0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=-98/Mechanical, B=277/0-3-8, D=14/Mechanical Max Horz B=161(load case 4) Max UpliftC=-98(load case 1), B=-569(1oad case 4) Max Gray C=277(load case 4), B=277(load case 1), D=14(Ioad case 1) FORCES (lb) - First Load Case Only TOP CHORD A-B=48, B-C=-73 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 tpasi�}iliilrsrsq 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at ��u' � rf'��ii`ii,; joint C and 569 lb uplift at joint B. \> ": 114..N.,,,, LOAD CASE(S) Standard ^ "'. ��` * # 170 * ' . q'XI: JP ,y, 'C� ;s. to ,k? April 2,2003 Job Truss Truss Type Qty Ply A485440 J42146 CJO3 ROOF TRUSS 8 1 (optional) , Builders FirstSource, Jacksonville, FL., MiTek Indu4traikl, IncSH1 s Oct 1/ 2001 MiTek Industries, Inc. Wed Apr 02 09:47:23 £003 Page 1 -2-0-0 I 3-0-0I I 2-0-0 3-0-0 C Scale = 1:11.0 6.00112 oco ' B ,I 1 11 =' D A 4 - cco l 3-0-0 { 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.00 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.05 Vert(TL) 0.18 A-B >149 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 13 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C=28/Mechanical, B=284/0-3-8, D=42/Mechanical Max Horz B=234(load case 4) Max UpliftC=-159(load case 5), B=-414(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-58 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category Il, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift t1,a�,�sttlil»seif at joint C and 414 lb uplift at joint B. ,�,�N" IFl40. LOAD CASEIS) Standard �e' "t",iFI q'r Ss - , is r FS An OP A, April 2,2003 Job Truss Truss Type Qty Ply A485441 J42146 CJ03A ROOF TRUSS 4 1 (optional) . Builders FirstSource, Jacksonville,FL., MiTek lndu4tr2E1;1, IncSH1 s Oct I/ 2001 MiTek Industries, Inc. Wed Apr 02 09:47:24 2003 Page 1 I -2-0-0 { 3-0-0 I 2-0-0 3-0-0 D Scale = 1:11.0 2x4 II C 11 6.00 12 , 111 . 11 B ,/v .im 1IIMKE cco'= 12.0012 F mu = 4x6 A 4 = 2-3-8I 3-0-0 2-3-8 0-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 VertILL) -0.01 F >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.16 A-B >162 BCLL 10.0 Rep Stress Incr YES WB 0.01 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=60/Mechanical, B=284/0-3-8, E=10/Mechanical Max Horz B=276(load case 4) Max UpliftD=-113(load case 5), B=-454(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-59, C-D=25 BOT CHORD B-F=-6, E-F=6 WEBS C-F=42 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed t,aitssiiilusr4p to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 7!'yn�F 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift >'' `i "' C ' at joint D and 454 lb uplift at joint B. ' 6717.4"-•:\A�i ` LOAD CASE(S) Standard , k ...-7,2, ,-.0 cc.ekTif:71',w ,i3 r. April 2,2003 Job Truss Truss Type Qty Ply A485442 J42146 CJ05 ROOF TRUSS 4 1 (optional) Builders FirstSource, Jacksonville, FL., MiTeLk—Fa—at-MOT-El ' s •ct • v i e n•ustnes, nc. "e. /pr I •':/ : •S. 'age -2-0-0 2-1-12 3-5-4 5-0-0 I I ( I i 2-0-0 2-1-12 1-3-8 1-6-12 E Scale = 1:14.9 2x4 1114 11 D 6.00 FIT 2x4 II 7 1 timino Aelarippil 011 F ',B G 4x6 v o 12.00172- „ '/ H 4x6 A x4 - 2381 338 I 5-0-0 2-3-8 1-0-0 1-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 VertILL) 0.13 H >449 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.03 Vert(TL) 0.11 H >530 BCLL 10.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.04 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 22 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) E=149/Mechanical, B=348/0-3-8, F=25/Mechanical Max Horz B=376(load case 4) Max UpliftE=-233(load case 5), B=-469(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-100, C-D=-29, D-E=63 BOT CHORD B-H-,--5, G-H=22, F-G=-O WEBS C-H=38, D-G=50 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ,11aa833il31sewgfF. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 `�>' �� 4,,�., 2) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 233 lb uplift �> f�T��' <4 •,. at joint E and 469 lb uplift at joint B. +`, IC`, IT LOAD CASE(S) Standard * I -$7 * = �, l qt :s: a 4T ;.OF f,,c April 2,2003 Job Truss Truss Type Qty Ply A485443 J42146 EJ04 ROOF TRUSS 6 1 (optional) Builders FirstSource, Jacksonville, FL. 4.201 SH1 s Nov 16 III v i e n.ustnes, nc. 'ye. •pr I age .2-0-0 i 4.10-4 i 2-0-0 4-10-4 2x4 II Scale = 1:16.6 3 6.00 I 12 4000010111110 0 2 II '�I ii A // L4 4 1 2x4 = 3x6 II 2x4 II 0-8-0I 4-10-4 { 0-8-0 4-2-4 Plate Offsets(X,Y): 12:0-1-4,Edge], [2:0-9-10,0-1-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.02 2-4 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.55 Vert(TL) 0.07 1-2 >365 BCLL 10.0 Rep Stress lncr YES WB 0.06 Horz(TL) 0.00 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.2D REACTIONS (lb/size) 2=340/0-3-8, 4=163/Mechanical Max Horz 2=391(load case 4) Max Uplift2=-462(load case 4), 4=-210(load case 4) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=49, 2-3=32 BOT CHORD 2-4=0 WEBS 3-4=-94 NOTES ,rs�ttittlsspr 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level 0.,",s0ta' tv,w�n , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an •'a' (_,B A �F%,. occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 46, If end verticals exist, they are not exposed to wind. If cantilevers exist, the left is exposed and the right 4i IFIt'' "'"1.r + is not exposed. If porches exist, they are exposed to wind. The lumber DOL increase is 1.60, and the „,. .�t�. `, plate grip increase is 1.60 - ' s 2) Refer to girder(s) for truss to truss connections. �_ 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 462 lb uplift * ' 1 at joint 2 and 210 lb uplift at joint 4. ‘ 4ls!O sly. LOAD CASE(S) Standard April 2,2003 Job Truss Truss Type Qty Ply A485444 J42146 EJ05 ROOF TRUSS 4 1 (optional) t Builders FirstSource, Jacksonville, L., Mi 1 ek IndugtraEsl, InfiHl s Oct 1/ 2001 Mi I ek Industries, Inc. Wed Apr 02 09:47:27 2003 Page 1 200I 5-0-0 2-0-0 5-0-0 C A.cale = 1:14.9 mo 40000011111 6.00 I12 '/ D '/ A x4 — opo • 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.03 B-D >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.19 A-B >143 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) C=101/Mechanical, B=348/0-3-8, D=72/Mechanical Max Horz B=319(load case 5) Max UpliftC=-302(load case 5), B=-400(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=35 BOT CHORD B-D=0 NOTES 1) This truss has been designed for the wind loads generated by 1 20 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �1 Providear jvit C and mechanical ic4011bconnection uplift iaono(bt others) 'of truss to bearing plate capable of withstanding 302 lb uplift ;t,,�stSliiithsvtglf 144`,/iii LOAD CASE(S) Standard 1.1- . It 1,{, k�*� g1 ...jrZ ATOP /m• ‹c>,,..,_ ED .._,Act.',..: ' .,,:,> April 2,2003 JobTruss Truss Type Qty Ply A485445 J42146 TE jr ROOF TRUSS 6 1 (optional) Builders First ource, Jacksonville,FL., MiTek Indu4tr24281, In6H'rs Oct 1/ 20C1 MITA Industries, Inc. Wed Apr 02 09:47:28 2003 Page 1 -2-0-0I 2-1-12 I 3-5-4 I 7-0-0 2-0-0 2-1-12 1-3-8 3-6-12 E ` Scale = 1:18.8 A 6.00112 3x4 D 2x4 II 14 01111111111Millftm......_ m• 1 fil G F O M B �. H 3x4 = F d .4 /I �� 4x6 Q M. 12.00 FIT A 114 = 4x6 • 2-3-8 ) 3-3-8 { 7-0-0 i 2-3-8 1-0-0 3-8-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) 0.18 H >444 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.14 Vert(TL) 0.16 H >517 BCLL 10.0 Rep Stress Incr YES WB 0.15 Horz(TL) -0.12 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) E=151/Mechanical, B=424/0-3-8, F=114/Mechanical Max Horz B=451(Ioad case 4) Max UpliftE=-295(load case 5), B=-501(load case 4), F=-72(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-501, C-D=-555, D-E=59 BOT CHORD B-I=419, H-I=539, G-H=285, F-G=0 WEBS C-1=-325, D-H=460, D-G=-292 NOTES 11 This truss has been designed for the wind loads generated by 1 20 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed t,,,ysi(liitmerjffE;. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 `y,* !r�,� 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 295 lb uplift �' .rL'' ` '!� at joint E, 501 lb uplift at joint B and 72 lb uplift at joint F. ` ,..,.**1' .�IVIC -gr yLOAD CASES) Standard * +7 y I 1 cc:TS OP ,for j f l �l� '�Z f3i�:i3��.,a� eJ t,:r:rili:A1%,,,• ;. April 2,2003 Job Truss Truss Type Qty Ply A485446 J42146 EJ07A ROOF TRUSS 6 1 (optional) Builders FirstSource, Jacksonville, FL. 4.201 SH1 s Nov 16 20 Mi I ek Industries, Inc. Wed Apr 02 13:49:55 2003 Page 1 I -2-0-0 I 7-0-0 0 0 I 2-0-0 7-0-0 4 Scale = 1:22.2 '1 6.00112 2x4 3 kV cn 2 ow12..411111111MillimEIMM I 1 �� 6 5 2x4 = 3x4 - I 7-0-0 I 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.11 2-6 >735 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.32 VertITL) 0.17 1-2 >156 BCLL 10.0 Rep Stress Incr YES WB 0.13 Horz(TL) -0.00 5 n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 31 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-4-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=95/Mechanical, 2=424/0-3-8, 5=170/Mechanical Max Horz 2=443(load case 4) Max Uplift4=-217(load case 5), 2=-495(load case 4), 5=-158(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=49, 2-3=-243, 3-4=33 BOT CHORD 2-6=168, 5-6=0 WEBS 3-6=-182 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ,owsiiiiilspt<< to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 0 'v./0 21 Refer to girder(s) for truss to truss connections. >'�" �fC . - ":i�; 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift �'IL' .1.l/% at joint 4, 495 lb uplift at joint 2 and 158 lb uplift at joint 5. ;':�'T. 0,,,- 1- e "S LOAD CASE(S) Standard = ��, a ,7 * w j 477O f i 49 � b w. , ;> -: D v. i•fetrrs;;ais April 2,2003 Job Truss Truss Type Qty Ply ' A485447 J42146 EJ09 ROOF TRUSS 6 1 (optional) . Builders FirstSource, Jacksonville, FL., MITA Indu�r2ed, IncSH1 s Oct 1/ 2001 Mi I ek Industries, inc. Wed Apr 02 09:47:29 2003 Page 1 -2-0-04-8-4 9-0-0 I i 2-0-0 4-8-4 4-3-12 2x4 ll Scale = 1:26.3 D >ooIl2c2di Simpson HUS26 3x4 = 9-0-0 9-0-0 Plate Offsets(X,Y): [B:0-2-10,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.47 VertILL) -0.16 B-E >647 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.24 B-E >428 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.01 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) B=500/0-3-8, E=351/Mechanical Max Horz B=625(load case 4) Max UpliftB=-561(load case 4), E=-496(load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-360, C-D=-67 BOT CHORD B-E=299 WEBS C-E=-339, D-E=-84 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an oIfccupancy end verticals eo�anry ltileverrstexislt,Pheially a arenclosed not exposeding,wind. Ifxposure C ASCE exist, they8 per not01 ,,,p,,‘•„ '�•klSilittlJft. r61`lq� Y P porches exposed •'�' CE A �) o to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �� � A �. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 561 lb uplift . "�.--1C .gl at joint B and 496 lb uplift at joint E. , ` ,. fiit * I 7� gi* w LOAD CASE(S) Standard ^ 4 t 4T1=Or 1, 1.-.4.4 ,or,• �A April 2,2003 Job Truss Truss Type Qty Ply A485448 J42146 HJ05 ROOF TRUSS 4 1 (optional) . Builders FirstSource, Jacksonville, FL. 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Wed Apr 02 13:29:03 2003 Page 1 -2-9-152-6-0 7-0-14 i i l 2-9-15 2-6-0 4-6-14 Scale = 4: tt .9 i// 4.24 1 2 cn 2x4 = 0 3 N Wit 2 II r w � 1 r 0 �' w. �/ 6 5 1 2x4 = 3x4 = I 2-6-0 I 7-0-14 1 2-6-0 4-6-14 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL) -0.09 2-6 >906 M112O 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.27 Vert(TL) 0.50 1-2 >74 BCLL 10.0 Rep Stress Incr NO WB 0.15 Horz(TL) -0.01 5 n/a BCDL 5.0 Code FBC2O01 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=159/Mechanical, 2=379/0-4-15, 5=142/Mechanical Max Horz 2=325(load case 2) Max Uplift4=-334(load case 3), 2=-535(load case 2), 5=-71(load case 5) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=50, 2-3=-164, 3-4=39 BOT CHORD 2-6=115, 5-6=0 WEBS 3-6=-118 t�,astsstiiiiw!o iib,, NOTES > G A •ri4iii.. 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level ;\,k ` ,+ �I y�fs , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an :?' '3 -. r"g,?. e occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 = "" •d '� If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 * t ;7 it 'r w 2) Refer to girder(s) for truss to truss connections. _ VI �+ 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 334 lb uplift ^ _A o ,`C""o _ at joint 4, 535 lb uplift at joint 2 and 71 lb uplift at joint 5. r. �C �� �'�, 1p t 1;:+' " LOAD CASE(S) Standard ir;y..� E.0 +`' 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 '�J'�:%::I?ii;tisi • "'`'�' Uniform Loads (plf) April 2,2003 Vert: 1-2=-54.0 Trapezoidal Loads(plf) Vert: 2=-2.8-to-4=-95.5, 2=-0.0-to-5=-53.0 Job Truss Truss Type Qty Ply A485449 J42146 HJ07 ROOF TRUSS 2 1 (optional) , Builders FirstSource, Jacksonville, FL., MiTek Indu4tan n.' s •ct •• i I ek Industries, Inc. Wed Apr 02 09:47:31 2003 Page 1 -2-9-15I 3-0-6 I 4-8-14 I 9-10-13 2-9-15 3-0-6 1-8-8 5-1-15 Sdial 11. = 1:22.6 4.24112 3x6 D 2x4 II C :,IIIIIIIIIMIIIIIIIwmm.—_Na 71 B ll/� G F c+> � O v �Pr 6x8 4x6 = A I 8.491-12- 6 = 5x10 MII20H I 3-2-2 ) 4-7-2 I 9-10-13 I 3-2-2 1-5-0 5-3-11 Plate Offsets(X,Y): IB:0-2-12,0-1-8], IG:0-1-8,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.47 G-H >246 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.69 Vert(TL) 0.38 G-H >305 MII20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(TL) -0.18 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D TOP CHORD Sheathed or 5-11-12 oc purlins. BOT CHORD 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 4-8-14 oc bracing. WEBS 2 X 4 SYP No.3 *Except* D-H 2 X 6 SYP No.1D REACTIONS (Ib/size) E=302/Mechanical, B=536/0-4-15, F=343/Mechanical Max Horz B=562(Ioad case 2) Max UpliftE=-586(load case 3), B=-650(load case 2), F=-229(Ioad case 3) FORCES (lb) -First Load Case Only TOP CHORD A-B=50, B-C=-1101, C-D=-1114, D-E=79 BOT CHORD B-I=1014, H-I=988, G-H=870, F-G=0 - WEBS C-1=-176, D-H=405, D-G=-881 NOTES 1) This truss has been designed for the wind loads generated by 1 20 mph winds at 25 ft above ground level t�,a;tt;i#'si)urt?a , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �,,,, liir occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 0!. -c(.1.. .1 '�r'1y;_ If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ext.,P.' �g ';, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 'tix].- r1;. 1 2) All plates are MII20 plates unless otherwise indicated. ^ ,ti.` •�,�, {,,,•; 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 586 lb uplift rs; at joint E, 650 lb uplift at joint B and 229 lb uplift at joint F. * * .170 * w LOAD CASE(S) Standard l'� 4T_OX: '90 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 n k 7, Uniform Loads (plf) `' ._ 2F>1 -.a. Vert: A-B=-54.0 ! `• ED. 1 � ..;;E, : Trapezoidal Loads (plf) 5 ,,:.`„'a.;,... �, Vert: B=-2.8-to-E=-133.6, B=-0.0-to-l=-22.9, 1=-22.9-to-H=-33.8, H=-33.8-to-F=-74.2 April 2,2003 Job Truss Truss Type Qty Ply A485450 J42146 T01 ROOF TRUSS 2 1 (optional) Builders First*Source, Jacksonville, FL., MiTek Indu4traEsl, IniSR1 s Oct 17 2001 MiTek Industries, fnc. Wed Apr 02 09:47:33 2003 Page 1 I -2-0-0 { 5-0-0 16-0-0 I 11-0-0 I 13-0-0 I 2-0-0 5-0-0 1-0-0 5-0-0 2-0-0 Scale = 1:25.8 4x6 = 4x6 = C D 6.00�12 B E v 0 1� a 6 o F A H G 3x4 = 2x4 il 3x4 = 2x4 II • 5-0-0 16-0-0 ( 11-0-0 I 5-0-0 1-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.05 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) 0.08 E-F >336 BCLL 10.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.02 E n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 48 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=840/0-3-8, E=840/0-3-8 Max Horz B=-180(Ioad case 5) Max UpliftB=-1052(Ioad case 4), E=-1033(Ioad case 5) FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-1163, C-D=-994, D-E=-1163, E-F=49 BOT CHORD B-H=975, G-H=994, E-G=975 WEBS C-H=339, D-G=339 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 tyy�tdiiiiusprn , ir If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed `>'. s" ,,,, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �> t -' ', 3) Provide adequate drainage to prevent water ponding. �' A 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1052 lb uplift ` i; �` r ''1). 4 at joint B and 1033 lb uplift at joint E. z� . -6` ;t: r — * I 170 , 1414 l LOAD CASE(S) Standard Zt7};t;1: ..a'V 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 i —^" �'::N.$" f' ^• Uniform Loads (plf) /i, 'x is ,," Vert: A-C=-54.0, C-D=-90.6, D-F=-54.0, B-H=-30.0, G-H=-50.3, E-G=-30.0 'Yfs"sf»::,�;;s...`..v.. Concentrated Loads(lb) April 2,2003 Vert: H=-245.0 G=-245.0 Job Truss 'Truss Type Qty Ply A485451 J42146 T02 ROOF TRUSS 4 1 (optional) . Builders First ource, Jacksonville,1-L., MITek Indu4tr3Esl, IniR1 s Oct 1/ 2001 Mi I ek Industries, Inc. Wed Apr 02 09:47:34 2003 Page 1 -2-0-05-6-0 11-0-0 13-0-0 I I l 2-0-0 5-6-0 5-6-0 2-0-0 Scale = 1:25.3 4x6 = C 6.00 12 411111011111 ('? r%) M B D u .. d A F E 3x4 = 2x4 II 3x4 = ( 5-6-0 I 11-0-0 i 5-6-0 5-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 VertILL) 0.03 B-F >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.17 Vert(TL) 0.08 D-E >334 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.01 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 45 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) B=569/0-3-8, D=569/0-3-8 Max Horz B=189(load case 4) Max UpliftB=-704(load case 4), D=-704(load case 5) FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-585, C-D=-585, D-E=49 BOT CHORD B-F=463, D-F=463 WEBS C-F=177 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 0totltttirrprrr If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ��N` fH/.,r�.. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �>`N' Ilei "'i,• 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift ,... "*k -T IFF eA,,.13 at joint B and 704 lb uplift at joint D. • ,% 1 �` "� tit .� LOAD CASE(S) Standard ... . .... ».-' * 1 1r \*. .�'1.Z4dig19'A. - '�•,.•., 41El3:/ 5, .,$-; April 2,2003 Job Truss Truss Type Qty Ply A485452 J42146 T03 ROOF TRUSS 2 1 I (optional) _ Builders FirstSource, Jacksonville, FL., MiTek Indu4traill, IniSH1 s Oct 1/ 2001 Mi I ek Industries, Inc. Wed Apr 02 09:47:35 2003 Page 1 I -2-0-0 1 2-1-12 1 3-5-4 I 7-0-0 I 11-6-4 112-9-121 16-10-4 I 2-0-0 2-1-12 1-3-8 3-6-12 4-6-4 1-3-8 4-0-8 Scale = 1:34.9 5x10 MII20H- 6x8 = 4x6 = E F G 5x6 6.00112 D ��� �% C5x6 �� ,i A �j L 6x8 = 7x10 5x6 o 8 = M 12.00 FIT I H 5x6 3x4 II 6x8 Simpson HUS26 into Ledger by others. 1 2-3-8 13-3-81 7-0-0 1 11-8-0 112-8-01 16-10-4 1 2-3-8 1-0-0 3-8-8 4-8-0 1-0-0 4-2-4 Plate Offsets(X,Y): [B:0-4-12,0-1-81, [1:0-2-11,Edge], IL:0-5-0,0-3-41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.91 Vert(LL) 0.38 K-L >527 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.91 Vert(TL) 0.31 K-L >650 M1120H 187/143 BCLL 10.0 Rep Stress Incr. NO WB 0.74 HorzITL) -0.23 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 240 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed or 2-5-8 oc purlins, except end verticals. E-G 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-1-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D `Except' WEBS 1 Row at midpt G-I J-L 2 X 4 SYP No.1 D Recommended hanger connection based on manufacturer WEBS 2 X 4 SYP No.3 *Except* tested capacities and nail calculations. Conditions may C-L 2 X 4 SYP No.2D exist that require different connections than indicated. REACTIONS (Ib/size) H=1822/Mechanical, B=1506/0-3-8 Refer to manufacturer publication for additional information. Max Horz B=523(load case 4) Max UpliftH=-1892(load case 4), B=-1656(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD A-B=49, B-C=-2565, C-D=-5816, D-E=-3362, E-F=-2496, F-G=-1710, G-H=-1662 BOT CHORD B-M=2167, L-M=2581, K-L=3547, J-K=3128, I-J=2181, H-1=58 WEBS C-M=-1627, E-K=1267, F-I=-2683, G-1=2195, C-L=3244, E-J=-721, D-K=-608, D-L=2183, F-J=2190 ���tCbloiiiiisimfoh NOTES ,• tCf A iy.„ 1) This truss has been designed for the wind loads generated by 1 20 mph winds at 25 ft above ground level ,' $�• k 44 �; , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an 4i... , '. occupancy category II, condition ll partially enclosed building, with exposure C ASCE 7-98 per FBC2001 +..,, �Y .�5 ,A r If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed - "S lk fit to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 :..- $ '] 2) Provide adequate drainage to prevent water ponding. ' * : 3) All plates are M1120 plates unless otherwise indicated. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1892 lb uplift ' `?2 ' 1.- kik' 4s at joint H and 1656 lb uplift at joint B. ''-'-- (ti. .4- t Ell , +Sa LOAD CASE(S) Standard April 2,2003 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-54.0, E-F=-129.5, F-G=-136.0, B-M=-30.0, L-M=-30.0, K-L=-30.0, J-K=-87.0, I-J=-87.0, H-I=-81.0 Concentrated Loads (Ib) Vert: K=-539.0 Job Truss Truss Type Qty Ply A485453 J42146 T04 ROOF TRUSS 2 1 (optional) . Builders FirstSource, Jacksonville, ., v i e a.u:t IT n..• s •ct •• T i e n•ustnes, nc. 'Te• 'pr I ••:, : • •• 'age 1 -2-0-0 I 2-1-12 1 3-5-4 1 9-0-0 I 11-6-4 112-9-121 16-10-4 I 2-0-0 2-1-12 1-3-8 5-6-12 2-6-4 1-3-8 4-0-8 Scale = 1:35.5 4x10 = 3x4 = 3x6 = E F G Y !i 4x6 6.00 I 12 D �• M 3x4 < 40.0,. ../.--- 001/r),,,.r/ El B '� M 10K J� w: o . K: o A p L 3x4 = 5x6 Simpson HUS26 into p x6 = M 5x6 l Ledger by others. H 12.00 11 5x6 2x4 II 6x8 • I 2-3-8 13-3-8 I 9-0-0 I 11-8-0 112-8-01 16-10-4 I 2-3-8 1-0-0 5-8-8 2-8-0 1-0-0 4-2-4 Plate Offsets(X,Y): [E:0-7-0,0-2-0], [1:0-2-11,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) 0.23 K-L >876 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.19 K-L >999 BCLL 10.0 Rep Stress !nor YES WB 0.53 Horz(TL) -0.12 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-10-3 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-9-13 oc bracing. WEBS 2 X 4 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (lb/size) H=688/Mechanical, B=823/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=636(load case 4) exist that require different connections than indicated. Max UpliftH=-820(load case 4), B=-966(load case 4) Refer to manufacturer publication for additional information. FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-1159, C-D=-2614, D-E=-956, E-F=-651, F-G=-492, G-H=-632 BOT CHORD B-M=962, L-M=1197, K-L=1238, J-K=840, I-J=579, H-I=18 WEBS C-M=-799, E-K=488, E-J=-315, G-I=713, D-K=-498, D-L=1342, C-L=1465, F-I=-787, F-J=599 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an u tpaki mitirsttg�s1�� occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 \,,'�• (,, A "4, If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ��� to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 I int, •4' 21 Provide adequate drainage to prevent water ponding. ��°r` ,e, ; 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 820 lb uplift ' it q at joint H and 966 lb uplift at joint B. F. * ! ,"1 il * w qq LOAD CASE(S) Standard .0 a ATV,.OP I qs April 2,2003 Job Truss Truss Type Qty Ply A485454 J42146 T05 ROOF TRUSS 4 1 (optional) • • Builders First ource, Jacksonville, FL., MiTek Indugtr2E1;1, In6R1 s Oct 1/ 2001 MITA Industries, Inc. Wed Apr 02 09:47:37 2003Page 1 I -2-0-0 5-9.4 I 11-0-0 i 16-10-4 { 2-0-0 5-9-4 5-2-12 5-10-4 Scale = 1:35.9 4x10 = 3x8 = D E ;=7w 6.00 FlY 2x4 C Cr • M B d A Simpson HUS26 into x8 00 = G Ledger by others. F 3x8 = 2x4 II 11-0-0I 16-10-4 I 11-0-0 5-10-4 Plate Offsets(X,Y): [B:0-8-4,0-0-10], ID:0-7-0,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 VertILL) -0.29 B-G >692 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.44 VertlTL) -0.43 B-G >465 BCLL 10.0 Rep Stress Incr YES WB 0.90 HorzITL) -0.02 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-1 oc bracing. WEBS 2 X 4 SYP No.3 Recommended hanger connection based on manufacturer REACTIONS (Ib/size) F=688/Mechanical, B=823/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=748(load case 4) exist that require different connections than indicated. Max UpliftF=-854(load case 4), B=-932(1oad case 4) Refer to manufacturer publication for additional information. FORCES (Ib) -First Load Case Only TOP CHORD A-B=49, B-C=-989, C-D=-654, D-E=-523, E-F=-647 BOT CHORD B-G=848, F-G=17 WEBS C-G=-364, D-G=-43, E-G=715 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an t�,�,isttl2l)isPtq I occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 <1 (64, If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed �.<,)'' iL,'{; A. 4:, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 <Z' A . 2) Provide adequate drainage to prevent water ponding. �•; ,��S VT(' g. G 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 854 lb uplift 0.„. C,.•' •{t• ,•A at joint F and 932 lb uplift at joint B. .•,;•* : lir W LOAD CASE(S) Standard ' k; .. /#f ATO1~ s� April 2,2003 Job Truss Truss Type Qty Ply A485455 J42146 TO6 ROOF TRUSS 4 1 (optional) • • Builders First ource, Jacksonville, FL., MiTek Indu4tatEs1, IniSR1 s Oct 17 20C1 MiTek Industries, Inc. Wed Apr 02 09:47:38 2003 Page 1 -2-0-0I 7-0-0 I 13-0-0 I 16-10-4 2-0-0 7-0-0 6-0-0 3-10-4 4x10 = Scale = 1:39.8 2x4 II D E R 6.00 PT 3x4 C IA 11 • M B _AigglgdlIlll 7i a d A • r Simpson HUS26 into x6 = H G F Ledger by others. • 2x4 II 3x4 = 3x4 = 1 7-0-0 ) 13-0-0 I 16-10-4 I 7-0-0 6-0-0 3-10-4 Plate Offsets(X,Y): ID:0-7-0,0-2-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LLI 0.09 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.11 B-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.63 Horz(TL) -0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 100 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt E-F Recommended hanger connection based on manufacturer REACTIONS (lb/size) F=688/Mechanical, B=823/0-3-8 tested capacities and nail calculations. Conditions may Max Horz B=861(load case 4) exist that require different connections than indicated. Max UpliftF=-896(load case 4), B=-890(load case 4) Refer to manufacturer publication for additional information. FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1052, C-D=-436, D-E=-6, E-F=-74 BOT CHORD B-H=865, G-H=865, F-G=329 WEBS C-H=225, C-G=-630, D-G=459, D-F=-656 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 .,tv.�t.miilisptriR; If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed `. -�u (, A -f'k!�j;. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 `a� p '�:�: 2) Provide adequate drainage to prevent water ponding. II-FIV 'gr 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 896 lb uplift +\,•` Q'*' , rjr�,'M at joint F and 890 lb uplift at joint B. _ „ LOAD CASE(S) Standard April 2,2003 Job Truss Truss Type Qty Ply A485456 J42146 T07 ROOF TRUSS 4 1 (optional) - Builders First ource, Jacksonville,FL., MiTek Induiltr2Eisl, In6R1 s Oct 1 1 2001 MiTek Industries, Inc. Wed Apr 02 09:47:40 2003 Page 1 -2-0-0 7-0-0 15-0-0 16-10-4 I 1 1 i 2-0-0 7-0-0 8-0-0 1-10-4 5x8 ; Scale = 1:43.6 2x4 II D E >141 0G Simpson HUS26 into F • 2x4 11 Ledger by others. 4x10 = 7-0-0 ( 15-0-0 116-10-4 7-0-0 8-0-0 1-10-4 Plate Offsets(X,Y): [B:0-2-10,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.19 F-G >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.28 F-G >707 BCLL 10.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 98 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-7 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt C-F REACTIONS (lb/size) F=688/Mechanical, 6=823/0-3-8 Recommended hanger connection based on manufacturer Max Horz B=974(load case 4) tested capacities and nail calculations. Conditions may Max UpliftF=-944(load case 4), B=-842(load case 4) exist that require different connections than indicated. Refer to manufacturer publication for additional information. FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1097, C-D=-208, D-E=-25, E-F=72 BOT CHORD B-G=908, F-G=908 WEBS C-G=290, C-F=-862, D-F=-336 NOTES 1) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure C ASCE 7-98 per FBC2001 U�d'aipiitl)isivot.>� If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed \',• [,.'f; A r4%/,-. to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 � 1 P %- 2) Provide adequate drainage to prevent water ponding. - e. " 1-1,'IV,��4.r 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 944 lb uplift �' �� . 1 r% r at joint F and 842 lb uplift at joint B. .r, * 1 ;7 0 * LOAD CASE(S) Standard 1 Z. 4`I _ia i ct'n. .,pz OR . hti April 2,2003 Job Truss Truss ype Qty Ply A485457 J42146 T08 ROOF TRUSS 10 1 (optional) - • Builders FirstSource, Jacksonville, FL., MiTek Indu4tr34k1, InrSR1 s Oct 1/ 2001 Mi I elk Industries, Inc. Wed Apr 02 09:47:41 2003 Page 1 -2-0-0i 5-10-9 i 11-2-10 1 16-10-4 I2-0-0 5-10-9 5-4-2 5-7-10 3x4 II Scale = 1:46.8 F i 3x4 3x4 E D ., 6.00 FIT 2x4 11 �: C O ") B Simpson HUS26 into v1 G — p o A ••- Ledger by others. 3x4 � H G 3x4 = 3x4 = 8-6-10I 16-10-4 ) 8-6-10 8-3-10 Plate Offsets(X,Y): IB:0-2-10,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.42 Vert(LL) -0.10 B-H >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.14 B-H >999 BCLL 10.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.03 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt F-G REACTIONS (lb/size) G=688/Mechanical, B=823/0-3-8 Recommended hanger connection based on manufacturer Max Horz B=1069(load case 4) tested capacities and nail calculations. Conditions may Max UpliftG=-989(load case 4), B=-797(load case 4) exist that require different connections than indicated. Refer to manufacturer publication for additional information. FORCES (lb) -First Load Case Only TOP CHORD A-B=49, B-C=-1054, C-D=-834, D-E=-716, E-F=39, F-G=-127 BOT CHORD B-H=881, G-H=460 WEBS C-H=-282, E-H=532, E-G=-631 NOTES 1) This truss has been designed for the wind loads generated by 1 20 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 �,,,o•k•i�ltiilirspifpfy�j,r If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed ° . C. A . to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 `` " Ag r. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 989 lb uplift _.ti t*d. U 1C1 f at joint G and 797 lb uplift at joint B. j „ Ii * * ; ,o * w LOAD CASE(S) Standard -1.. r ATP:OF i� April 2,2003 Job Truss Truss Type Qty Ply A487223 J42146 T11 ROOF TRUSS 2 1 (optional) Builders FirstSource, Jacksonville, FL., MITek Indust#i62O1nc.SR1 s Oct 17 2 01 MI Iek Incustries, Inc. Fri Apr 04 09:38:49 2003 Page 1 I -2-0-0 I 4-9-4 I 9-0-0 -112-11-2 I 16-10-4 2-0-0 4-9-4 4-2-12 3-11-2 3-11-2 Scale = 1:34.2 5x10 M1120H= 6x8 = D E iso 6.00112 2x4 II Ale".-- C iVi r ,,.,••••••• _ N M B . � N [' oq .5x14I G J Simpson HUS210 into F 7x10 :_-_- Ledger by others. 2x4 II 3.001123x8 II • 4-9-4I 9-0-0 1 12-11-2 I 16-10-4 1 4-9-4 4-2-12 3-11-2 3-11-2 Plate Offsets (X,Y): [B:U-6-4,0-2-121, [H:0-3-0,Edge1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) 0.29 F-G >680 MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.26 F-G >774 MII20H 187/143 BCLL 10.0 Rep Stress Incr NO WB 0.91 HorzITL) -0.12 F n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/defl = 240 Weight: 108 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D *Except* TOP CHORD Sheathed or 3-7-10 oc purlins, except end verticals. D-E 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. BOT CHORD 2 X 6 SYP No.1D *Except* WEBS 1 Row at midpt E-G, D-H G-H 2 X 4 SYP No.2D Recommended hanger connection based on manufacturer WEBS 2 X 4 SYP No.3 "Except* tested capacities and nail calculations. Conditions may E F 2 X 4 SYP No.2D, C 12 X 6 SYP No.1D exist that require different connections than indicated. REACTIONS (lb/size) F=1573/Mechanical, B=1010/0-3-8 Refer to manufacturer publication for additional information. Max Horz B=651(load case 4) Max UpliftF=-1633(load case 4), B=-1139(load case 4) FORCES (lb) - First Load Case Only TOP CHORD A-B=52, B-C=-2233, C-D=-2928, D-E=-1097, E-F=-829 BOT CHORD B-1=692, G-J=144, F-J=158, G-H=1 166 WEBS H-1=75, C-H=-481, D-G=-228, E-G=1 129, D-H=1872, B-H=1274 NOTES pr�Ntun{°'IUNUpi 1) This truss has been checked for unbalanced loading conditions. "c&t..11.F' �``�" CE A. ��''�ii 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level � 1',q /, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an �T 'l•��% occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 c •..,r G If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed — f 1 to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 = t 3) Provide adequate drainage to prevent water ponding. = 1 F 4) All plates are MII20 plates unless otherwise indicated. �� U j 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1633 lb uplift % 'j, S ATE OF r at joint F and 1 139 lb uplift at joint B. % Job Truss Truss Type Qty Ply A485459 J42146 T12 ROOF TRUSS 10 1 (optional) • Builders FirstSource, Jacksonville, FL., MiTek Indu4trae51, In6R1 s Oct 17 2001 MiTek Industries, Inc. Wed Apr 02 09:47:43 2003 Page 1 I -2-0-0 i 5-6-0 i 11-0-0 2-0-0 5-6-0 5-6-0 Scale = 1:22.6 5x6 = C 6.00 112 lidhll M M E D B 5x6 = a ea 1 4' A 3.00 ri 2 Al.Npr x6 3x • I 5-6-0 I 11-0-0 l 5-6-0 5-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert)LL) 0.09 D-E >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.08 D-E >999 BCLL 10.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 D n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 240 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) D=437/0-3-8, B=581/0-3-8 Max Horz B=223(load case 4) Max UpliftD=-425(Ioad case 5), B=-711)load case 4) FORCES (lb) -First Load Case Only TOP CHORD A-B=48, B-C=-1088, C-D=-1082 BOT CHORD B-E=955, D-E=958 WEBS C-E=638 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ,itotilivaagt.. If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed >�` " .,, to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 �>`" 4�� A '1%,,,;.. 3) Bearing at joint(s) D, B considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. ;;`:'` TtFle <4 •;:s; �.- Building designer should verify capacity of bearing surface. -$-. -,,j. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 425 lb uplift = ''� t 'e` �+A at joint D and 711 lb uplift at joint B. M * I 7 • *: LOAD CASE(S) Standard April 2,2003 Job Truss Truss Type Qty Ply A485460 J42146 T12G ROOF TRUSS 2 1 (optional) • . • Builders FirstSource, Jacksonville, l-L., Mi I ek lndu4trda= n.- s •ct • v i e n.ustries, nc. rye. •pr • 59:47:44 2003 Page 1 I -2-0-0 I 5-6-0 } I 11-0-0 13-0-0 { 2-0-0 5-6-0 5-6-0 2-0-0 Scale = 1:25.8 4x6 = E 2x4 II 3x6 2x4 II F D F.9 3x6 C G it 6.00 12 jj � Mb Ili ill K 1 111144* B , L 5x6 = J '`` H M v 4x10 II 2x4 II 2x4 I I Ia 0 I 3.00:,.1 ....]:.r.::::.:- 3x6 3x6 ;;:;.: � >;<4x10::1<I::»:<: 4x10 _ 4x10 5-6-0 I 11-0-0 { 5-6-0 5-6-0 Plate Offsets(X,Y): [B:1-1-15,Edgel, [B:0-10-1,Edgel, [8:0-1-12,0-2-01, [H:1-1-15,Edgel, [H:0-10-1,Edge1, [H:0-1-12,0-2-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.60 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.25 BC 0.07 Vert(TL) 0.09 A-B >278 BCLL 10.0 Rep Stress Incr. NO WB 0.13 Horz(TL) 0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 240 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) B=557/11-0-0, K=-4/11-0-0, H=557/11-0-0, L=472/11-0-0, J=472/11-0-0 Max Horz B=-174(Ioad case 5) Max UpliftB=-738(load case 4), K=-11(load case 7), H=-797(load case 5), L=-487(load case 4), J=-492(load case 5) Max Gray B=559(load case 6), K=245(load case 5), H=559(load case 7), L=472(load case 1),J=472(load case 1) FORCES (lb) -First Load Case Only TOP CHORD A-B=96, B-C=-62, C-D=136, D-E=44, E-F=-22, F-G=136, G-H=-62, H-f=96 BOT CHORD B-L=-56, K-L=-54, J-K=-54, H-J=-56 WEBS E-K=-48, D-L=-354, F-J=-354 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 25 ft above ground level t'ati#tiiikstri,,.. , using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an •\">:?. C A '1!/,j,. occupancy category II, condition II partially enclosed building, with exposure C ASCE 7-98 per FBC2001 ,,,,)-..„<., ,A ,i; If end verticals or cantilevers exist, they are not exposed to wind. If porches exist, they are not exposed z.-.$-'> " 'c 1. 1r gl to wind. The lumber DOL increase is 1.60, and the plate grip increase is 1.60 a�..., i, ,�•.r� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the } face), see MiTek "Standard Gable End Detail" ~ * s 7 if }7 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 oc. = 'k9 ` ° 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 738 lb uplift r °A a 4•T OF as y" at joint B, 11 lb uplift at joint K, 797 lb uplift at joint H, 487 lb uplift at joint L and 492 lb uplift at joint J. 'OA 44' 7v 7) The buildingdesigner is responsible for the design of the roof and ceilingdiaphragms, gable and shear walls, • ^j " 'S- j . and supporting shear walls. Shear walls must provide continuous lateral restraint of the gable end. All �'''../..,:e' EU ;:,". connections to be designed by the building designer. J',.'<i: ,;:os°% `'"` April 2,2003 LOAD CASE(S) Standard 11 Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-E=-114.0, E-I=-114.0, B-K=-30.0, H-K=-30.0 Job Truss Truss Type Qty Ply , A485461 J42147F F01 FLOOR 28 1 (optional) Builders First ource, Jacksonville, L., MiTek Indu4traEk1, IniSH1 s Oct 1/ 200 MITA Industries, Inc. Wed Apr 02 09:47:57 2003 Page 1 I 1-3-0 I 1 1-5-8 I Scale = 1:29.7 4x6 = 4x6 = 1x3 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F G H S , N / X / Ns, r N / N X N T Q P O N M L K J 3x4 = 4x6 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 4x6 = 3x4 = I 7-10-8 , 9-4-0 , 17-2-8 I 17-2-8 Plate Offsets(X,Y): 1A:Edge,0-1-81, [D:0-1-8,Edge], [E:0-1-8,Edge], IH:0-1-8,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 VertILL) -0.20 M-N >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 M-N >739 BCLL 0.0 Rep Stress Incr YES WB 0.48 HorzITL) 0.06 I n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (Ib/size) R=926/0-3-8, 1=926/0-3-8 FORCES (Ib) -First Load Case Only TOP CHORD R-S= 921, A-S=-920, I-T=-921, H-T=-920, A-B=-934, B-C=-2288, C-D=-3033, D-E=-3264, E-F=-3033, F-G=-2288, G-H=-934 BOT CHORD Q-R=48, P-Q=1758, O-P=2792, N-0=3264, M-N=3264, L-M=3264, K-L=2792, J-K=1758, I-J=48 WEBS A-Q=1205, H-J=1205, B-Q=-1 145, G-J=-1 145, B-P=738, G-K=738, C-P=-700, F-K=-700, C-0=335, F-L=335, D-0=-314, E-L=-314, D-N=12, E•M=12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d trdit�mi]rsVi,N,ff`Fi` nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,?o' �, ,i ,j( .19-TVis: , p4 LOAD CASEIS) Standard `�y„I t IL l .Y S Z.,,,,.._ I 'RED ,, ' April 2,2003 Job Truss Truss Type "Qty Ply A485462 J42147F F02 FLOOR 2 1 , (optional) :u, .ers irstoource, ac sonvi e, ., VI e n.0:tF d� n..• s •ct • V1 e n.ustries, nc. sse. •pr ••:' : as 'age 1-3-0i I 1-5-8 i Scale = 1:18.8 3x4 = 3x4 = 1x3 = 3x4 = 1x3 II 3x4 = 3x4 = 1x3 = A B C D E F •NI' . O _ N_ - 111 L K J 1 H i --.= 3x4 = 3x4 = 1x3 11 3x4 = 3x4 = ' _ 4-1-85-7-0 10-11-8 10-11-8 Plate Offsets(X,Y): [D:0-1-8,Edge], [F:0-1-8,Edge], [K:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.06 I-J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.08 I-J >999 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 59 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) M=583/0-3-8, G=583/0-3-8 FORCES (Ib) -First Load Case Only TOP CHORD M-N=-571, A-N=-570, G-O=-576, F-O=-576, A-B=-532, B-C=-1273, C-D=-1273, D-E=-1179, E-F=-548 BOT CHORD L-M=30, K-L=1012, J-K=1273, I-J=1273, H-I=1026, G-H=30 WEBS A-L=683, F-H=705, B-L=-668, E-H=-664, B-K=354, E-I=213, C-K=-155, D-J=-74, D-1=-127 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d t anis;jjittrstrfF nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. fi;�,i., ��'�\AC ii• A �?I., LOAD CASE(S) Standard -1 k I F 1,e` % : fir i ,7 . 1* - .-.. : J , LS.Qv ,{�. ISS .,L vh..i'. ,---zs -`••; April 2,2003 Job Truss Truss Type Qty Ply A485463 J42147F F03 FLOOR 12 1 (optional) Builders FirstSource, Jacksonville, FL., MI I ek IndustraEkl, IncSR1 s Oct 17 2001 MiTek Industries, Inc. Wed Apr 02 09:47:58 2003 Page 1 1-3-0 - I f 1-7-8 I Scale = 1:23.4 3x4 = 3x4 = 1x3 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 1x3 =- A A B C D E F G e• Q ../-x /ea. N M L K J I ► 3x4 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = I 7-10-8 , 9-6-0 13-7-8 I 13-7-8 Plate Offsets(X,Y): [0:0-1-8,Edge], [G:0-1-8,Edge], [J:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.16 K-L >998 MII20 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 VertITL) -0.22 K-L >734 BCLL 0.0 Rep Stress !nor YES WB 0.37 Horz(TL) 0.03 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=729/0-3-8, H=729/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD O-P=-726, A-P=-725, H-Q=-704, G-Q=-703, A-B=-710, B-C=-1660, C-D=-1991, D-E=-1857, E-F=-1857, F-G=-678 BOT CHORD N-0=37, M-N=1326, L-M=1982, K-L=1857, J-K=1857, I-J=1335, H-I=36 WEBS A-N=915, G-I=872, B-N=-856, F-I=-914, B-M=466, F-J=710, C-M=-447, C-L=12, D-L=182, D-K=-206, E-J=-296 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ` `„ `! Ijii ikitozr1FJ`/` LOAD CASE(S) Standard ; �`' 1 Ftt, 44I %- iff ,i—z\s,...,.. { ''''1,-;,'x.REU i I.-- >''''1,-; April 2,2003 Job Truss Truss Type Qty Ply A485464 J42147F KW FLOOR 5 1 , (optional) - Builders FirstSource, Jacksonville, FL., Mi Fek Indu4tr2E61, Ini:SH1 s Oct 1/ 2001 MiTek Industries, Inc. Wed Apr 02 09:47:59 2003 Page 1 Scale = 1:13.6 1x3 II 1x3 II 1x3 I I 1x3 II 1x3 II 3x6 = A 3x6 - B C D E F G II II MB II I NIUE 11 IEEE %BIM II :': ::«:;:;:i-:,.::;::r :.'•::*.;:*::;i:::: :iiRii ::::'::,:i:i-::i.<.: : :>;R::::::-::ii::::::::::i:,..x.:::5;:..`::::: :::>;:;:;:::: :2:>:. ::::>::::>:::: :>::»::>::»>::::s::::::;:::>;:::::::: :<z:z:::::::::>.:.. ..:.......... ............:..;: .......:: . < .. 3x4II '3x41x3 II 1x3II 1x3 II 3x4 — .............. 3x4 II I 8-0-0 8-0-0 Plate Offsets(X,Y): IN:Edge,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/def) PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) N=62/8-0-0, H=62/8-0-0, L=120/8-0-0, K=158/8-0-0, J=120/8-0-0, M=165/8-0-0, 1=165/8-0-0 FORCES (Ib) -First Load Case Only TOP CHORD A-N=-56, G-H=-56, A-B=3, B-C=3, C-D=3, D-E=3, E-F=3, F-G=3 BOT CHORD M-N=-O, L-M=-3, K-L=-3, J-K=-3, I-J=-3, H-I=0 WEBS C-L=-109, D-K=-143, E-J=-109, B-M=-148, A-M=-4, F-1=-148, G-I=-4 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. mpotsiitilisoo,f.jfrj//// 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d \'`>.‘ ACV A '`,/< nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. j*` ,o_„� �k Ag , 11=rr.� r LOAD CASE(S) Standard i �� t''s I. _ '" .AT or ' a� ; -KE1.) I „ ,. April 2,2003 Bol R LSL 4 X 16" 1.7E TimberStr SE DESIGN 2 pcs of 1 31 " EXCEEDS THE Vtat r,,�;" MEETS OR EX S THAND E LISTED 3.6.1 Number: THIS PRODUCT HE APPLICATION ;:26 AM • rsion:1.5.12 CONTROLS FOR 0 11' Product Diagram is Conceptual. Member. Tributary Load Width:1' o duration,15.0 Dead is for a Drop Beam Mem Living Areas(psf):40.0 Live at 100 /o Group_Residential- Application Comment woad WALL ABOVE Loads: Live Dead Location 0 To 11' Adds To GABLE LOAD Class 113.0 To n(pl Floof(1.25) 0.0 39.4 0 To 11' Adds m(Plf) Roof(1.25) 104.2 Other (lbs) Detail a LSL O otb 1 Ply 1 314"1.7E TimberStrand0 LSL Bearing Vertical Reactions( TimberStrand0 Input.50Length 793 I1 190118 1.7E L1:Blocking 1 Ply 1 314" Width50" 793 1 1019 I 0 1 1812 L1:Blocking ;tud wall 3.50" 3.50" 79311019 1 011812 Stud wall 3.50" 3.50" L1:Blocking ECIFIER'S I BUILDERS GUIDE for detail(s): Ti SP TROLS: Control Control Location and Span 1 Roof loading SIGN CON Maximum Design Passed(7%) Spn 1 1 underr g o load 18667 0 ) MID SP -1277 Passed(12%o Span 1 under Roof loading 1757 39388 L1999+) MID Roof loading ,Rear Load) 4686 4686 passed( Span 1 under Ft-Lbs) p 026 0.356 U99g+) MIDpositioning of lomentding L ( 0,533 Passed( Proper attachment and p Ave Defl(in) 0.059 detailed otherwise. Total Load ):DAllfl(in) (top and obraced at 2'8"oIc unless INIMUM(LL:U360, must be are will edges and bottom) products by this software Deflection Criteria:M compression of its p input design loads, ateral bract application, P is required to achieve member stability. TJ warrants the sizing app -IMal bracing by Trus Joist(Ti). The specific product TES: output from softwareand developede accepted design values. TJ Associate. ADDITIONAL NO analysis presented is criteria an This output has reviewed il ct availability. -IMPORTANT' with ov product designnotbeen for p provided by the software user. technical representativeVOIDS ANALYSIS. Id ct arein readilyeardance your supplier or Tiproductavaillisted above• be accomplished Check with CT SUBSTITUTION andTstated ANALYSIS have been p ONLY! PRODUCT analyzing the Ti Distribution THIS products available.PRODUCTS Code SBCC -Not all P LYSIS FOR TRUS JOIST PROD for Building methodology was used for multiple ply connection. THIS ANA GUIDES -Allowable Stress Design m -Note:See Ti SPECIFIER'S I BUILDER'S OPERATM OR INFORATION: JOHN BENZ ROJECT INFORMATION: BUILDERS FIRSTSOURCE P 6550 ROOSEVELFL RDA j42147f D. JACKSONVILLE, Phone:904.772.6100 Fax :904.772.1973 erhaeuser Business Copyr ist, a TimberSt 2002 by Trus registered trail Back of Trus Joist. TimberStrand sa,s T:\Mitek42\mitek\Jobs\J42\J4214/F\801. 4 4 o 601 r�`" `"`°`" 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Serial Number: Page 2 EngiineVersion:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 8.00" Max. Vertical Reaction Total (lbs) 1812 1812 Max. Vertical Reaction Live (lbs) 793 793 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 873 -873 Max Shear (lbs) 1202 -1202 Member Reaction (lbs) 1202 1202 Support Reaction (lbs) 1239 1239 Moment (Ft-Lbs) 3204 Live Deflection (in) 0.007 Total Deflection (in) 0.040 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1277 -1277 Max Shear (lbs) 1757 -1757 Member Reaction (lbs) 1757 1757 Support .Reaction (lbs) 1812 1812 Moment (Ft-Lbs) 4686 Live Deflection (in) 0.026 Total Deflection (in) 0.059 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 718 -718 Max Shear (lbs) 988 -988 Member Reaction (lbs) 988 988 Support Reaction (lbs) 1019 1019 Moment (Ft-Lbs) 2635 PROJECT INFORMATION: OPERATOR INFORMATION: J42147f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE,FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright o 2002 by Trus Joist, a Weyerhaeuser Business TimberStrande is a registered tradenark of Trus Joist. T:\Mitek42\mitek\Jobs\J42\J42147F\B01.sms Job Truss Truss Type Qty Ply A485461 J42147F F01 FLOOR 28 1 (optional) Builders hirst5ource, Jacksonville, L., Mi I ek Indu4traa1, IncSR1 s Oct 1/ 20 1 Mi 1 ek Industries, Inc. Wed Apr 02 09:47:57 2003 Page 1 1-3-0 1-5-8 1 I 1 i Scale = 1:29.7 4x6 = 4x6 = 1x3 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = 1x3 = A B C D E F G H S �• T � / _ a _,/ X / N / N / X / e a Q P O N M L K J �i 3x4 = 4x6 = 3x4 = 3x4 = 1x3 II 1x3 II 3x4 = 3x4 = 4x6 = 3x4 = 7-10-8 , 9-4-0 , 17-2-8 1 17-2-8 Plate Offsets(X,Y): IA:Edge,0-1-8], [D:0-1-8,Edge], [E:0-1-8,Edgel, [H:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.28 Vert)LL) -0.20 M-N >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.75 Vert(TL) -0.28 M-N >739 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.06 I n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/deft = 360 Weight: 89 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) R=926/0-3-8, I=926/0-3-8 FORCES (lb) -First Load Case Only TOP CHORD R-S 921, A-S=-920, I-T=-921, H-T=-920, A-B=-934, B-C=-2288, C-D=-3033, D-E=-3264, E-F=-3033, F-G=-2288, G-H=-934 BOT CHORD Q-R=48, P-Q=1758, 0-P=2792, N-0=3264, M-N=3264, L-M=3264, K-L=2792, J-K=1758, I-J=48 WEBS A-Q=1205, H-J=1205, B-Q=-1 145, G-J=-1 145, B-P=738, G-K=738, C-P=-700, F-K=-700, C-0=335, F-L=335, D-0=-314, E-L=-314, D-N=12, E-M=12 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d '�*AdUttisi33iltswit,iir�,i nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `y� ,' CV A • LOAD CASE(S) Standard _ ,�� ,6 ,12" 1,0 _ „4 '''Ve., .....,. 0a+ A'T'E'(:)..FI 4s ,:�J:nSia7i:iS.A'' April 2,2003 Job Truss Truss Type Qty Ply A485462 J42147F F02 FLOOR 2 1 (optional) Builders First-Source, Jacksonville, FL., MiTek Indb4taal, IniR1 s Oct 17 20C1 MTeklndustries, Inc. Wed Apr 02 09:47:57 2003 Page,1 1-3-0 1-5-8 1 I I 1 Scale = 1:18.8 3x4 = 3x4 = 1x3 = 3x4 = 1x3 II 3x4 = 3x4 = 1x3 = A B Cyd D E F U O m i —N. 6 L K J I H = 3x4 = 3x4 = 1x3 11 3x4 = 3x4 = ti• = I • 4-1-8 5-7-0 10-11-8 I 10-11-8 Plate Offsets(X,Y): ID:0-1-8,Edge], (F:0-1-8,Edgel, (K:0-1-8,Edge) LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.33 Vert(LL) -0.06 I-J >999 M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.46 Vert(TL) -0.08 I-J >999 BCLL 0.0 Rep Stress!nor YES WB 0.28 Horz(TL) 0.01 G n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min 1/deft = 360 Weight: 59 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) M=583/0-3-8, G=583/0-3-8 FORCES (lb) - First Load Case Only TOP CHORD M-N=-571, A-N=-570, G-0=-576, F-0=-576, A-B=-532, B-C=-1273, C-D=-1273, D-E=-1179, E-F=-548 BOT CHORD L-M=30, K-L=1012, J-K=1273, I-J=1273, H-1=1026, G-H=30 WEBS A-L=683, F-H=705, B-L=-668, E-H=-664, B-K=354, E-1=213, C-K=-155, D-J=-74, 0-1=-127 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d tpaititiiit»srtf� nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �,� ftivity,, LOAD CASE(S) Standard � " ' re .11- '� .;:M1 j o• .4T�:a'J , ? r,. 1▪ 1 2911.1.9 74.x,, '''':} kii ED 1.:5.0;-0 April 2,2003 Job Truss Truss Type Qty Ply A485463 J42147F F03 FLOOR 12 1 (optional) Builders FirstSource, Jacksonville,FL., MITek Indu4tr2Ek1, InSR1 s Oct 1/ 200 MiTek Industries, Inc. Wed Apr 02 09:47:58 2003 Page 1 i 1-3-0 I I 1-7-8 Scale = 1:23.4 3x4 = 3x4 = 1x3 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 1x3 = A B C D E F G e Q .i N,/ X_/ X_/ /_x_/, IP VI ei N M L K J I 3x4 = 3x4 = 3x4 = 3x4 = 1x3 II 3x4 = 3x4 = 3x4 = 7-10-8 , 9-6-0 , 13-7-8 I 13-7-8 Plate Offsets(X,Y): (D:0-1-8,Edge), [G:0-1-8,Edge], [J:0-1-8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.51 Vert(LL) -0.16 K-L >998 MI120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.90 Vert(TL) -0.22 K-L >734 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.03 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 71 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 4 X 2 SYP No.3 REACTIONS (lb/size) 0=729/0-3-8, H=729/0-3-8 FORCES (Ib) -First Load Case Only TOP CHORD O-P=-726, A-P=-725, H-Q=-704, G-Q=-703, A-B=-710, B-C=-1660, C-D=-1991, D-E=-1857, E-F=-1857, F-G=-678 BOT CHORD N-O=37, M-N=1326, L-M=1982, K-L=1857, J-K=1857, I-J=1335, H-I=36 WEBS A-N=915, G-I=872, B-N=-856, F-I=-914, B-M=466, F-J=710, C-M=-447, C-L=12, D-L=182, D-K=-206, E-J=-296 NOTES 1) This truss has been checked for unbalanced loading conditions. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. uast/ •Mu/serfjtrrf -etc, -A illi.:. LOAD CASEIS) Standard `e 1 Y<` pgr'' 4,‘ n, ti. - ' a 4T".Ult T4s April 2,2003 Job Truss Truss Type Qty Ply A485464 J42147F KW FLOOR 5 1 (optional) Builders FirstSource, Jacksonville, L., Mi Tek Indu4tr2.1, In6H1 s Oct 1/ 2001 Mi I ek Industries, Inc. Wed Apr 02 09:47:59 2003 Page 1 Scale = 1:13.6 1x3 II 1x3 II 1x3 II 1x3 11 1x3 II 3x6 = A 3x6 -_.7. B C D E F G III' . INEMEPIt1111111111lt111100111•11111111w III ION II i'l i' 3x4 II 3x4 = 1x3 II 1x3 II 1x3 II 3x4 = 3x4 I I 8-0-0 8-0-0 Plate Offsets(X,Y): IN:Edge,0-1-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a - n/a BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 H n/a BCDL 5.0 Code FBC2001 (Matrix) 1st LC LL Min I/defl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 4 X 2 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purlins, except end verticals. BOT CHORD 4 X 2 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 4 X 2 SYP No.3 OTHERS 4 X 2 SYP No.3 REACTIONS (lb/size) N=62/8-0-0, H=62/8-0-0, L=120/8-0-0, K=158/8-0-0, J=120/8-0-0, M=165/8-0-0, I=165/8-0-0 FORCES (Ib) -First Load Case Only TOP CHORD A-N=-56, G-H=-56, A-B=3, B-C=3, C-D=3, D-E=3, E-F=3, F-G=3 BOT CHORD M-N=-0, L-M=-3, K-L=-3, J-K=-3, I-J=-3, H-I=0 WEBS C-L=-109, D-K=-143, E-J=-109, B-M=-148, A-M=-4, F-1=-148, G-I=-4 NOTES 11 This truss has been checked for unbalanced loading conditions. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 1'.,� �ta�asttiitirreffrF,v,i l` 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d ,�i'' <�,F A. ., nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .,•-`` fi t. Pg $ mo i. rr . • •/.. N. LOAD CASEIS) Standard -• i' 4 r >OP sf 90 4 April 2,2003 Bol R LSL 314" x 16" 1.7E TimberStrand®DESIGN 2pcsof1THE SET OR EXCEEDS LISTED � A�rt,�r���«�,�,�� D LOADS ierlal Number: CT MEETS):26 AM THIS PRODUCT ROS FOR THE APPLICATION AN rvon:15.12 CONTROL 0 Q Product fliagram iS Conceptual. 11' Beam Member. Tributary Load Width:1' 15.0 Dead Drop Mem 40.0 Live at 100%duration, is for a Living Areas(Psf) Group-Residential- Application Comment goad WALL ABOVE Loads: Live Dead Location Class 113.0 0 To 11' Adds To n(PFloof(1.25) 104.20.0 39.4 0To11' Adds To GABLE LOAD m(Plf) Roof(1.25) (Ws) Detail Other IiftlTotal 1 314" 1.7E TimberStrand®LSL O� Input Bearing Vertical Reactions l 1 Ply I3. Length Livel 1019 1 0 Lt Blocking 1 3/4" 1 7E TmberS rand® Width 10191 0I 1812 1 Ply 3.50" 793 1 L1:Blocking L Stud wall 3.50" 7931101910 11812 Stud wall 3.50" 3.50" L1;Blocking 1 BUILDERS GUIDE for detail(s): Ti SPECIFIER'S Span 1 Roof loading TROLS: Design Control Control Location ear( CON Maximum 18667 Passed(7%) Rt. end Span 1 1 under Roof loading 1757 1277 39388 Passed(12%) D Span 1 under Roof loading gear Load) 4686 4686 Passed(L1999+) MID Span 1 under Roof loading Ft Lbs) 0 026 0.356 U999+) MIDpositioning of ding loment( 0.533 Passed( proper attachment and P ive Defl(in) p.059 otherwise.rotal Load Defl(in) (top and bottom)o . 8"olc unless detailed otherw INIMUM(LL:U360, must be braced at 2' will compression edges and products by this software Deflection Criteria:Member stability• of its P input design loads, ateral brac)n All application, P is required to achieve m Ti warrants the sizingoduct ateral bracing by Trus Joist(Ti). The specific p developedaccepted design values. a Ti Associate. NOTES: ut from softwaren ADDITIONA analysis presented is outp criteria andcode output has reviewed d�ct availability. -IMPORTANT!stated di The ns hwith product t designnotbeen for p provided by the software user. technical representativeTION VOIDS THIS ANALYSIS. -Not oall prod ct in are raceadily with your supplier or Ti productavaillisted above. available. Check ! PRODUCT SUBSTITUTION PRODUCTS ONLY' in the Ti Distribution and stated dimensions have beenCode SBCC analyzing all products readily -THIS ANALYSIS FOR TRUS JOIST I connection. methodology was used for Building le ply Ti SPECIFIER'S/BUILDER'S GUIDES form P _allowable Stress Design n1 -Note:See OPERATOINFORMATION: JOHN BENZ ROJECT INFORMATION: R BUILDERS FIRSTSOURCE P 6550 ROOSEVELT BLVD. J42147f JACKSONVILLE,FLORIDA phone:904.772.6 9 0 0 Fax :904.772. 73 Weyerhaeuser Business Ti e�St ° ®°°s by registered trademark of Trus Joist. a ght Trus TimberStrand T,\Mitek42\mitek\Jobs\J42\J42147F\BOl.sms t774fB01 'A"� rlmeus`r`i`s'nn 2 Pcs of 1 3/4" x 16" 1.7E TimberStrand® LSL TJ-Beam(TM)6.05 Serial Number: User:1 4/2/03 9:43:28 AM Page Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 10' 8.00" Max. Vertical Reaction Total (lbs) 1812 1812 Max. Vertical Reaction Live (lbs) 793 793 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 1.00 , Dead + Floor Design Shear (lbs) 873 -873 Max Shear (lbs) 1202 -1202 Member Reaction (lbs) 1202 1202 Support Reaction (lbs) 1239 1239 Moment (Ft-Lbs) 3204 Live Deflection (in) 0.007 Total Deflection (in) 0.040 Loading on all spans, LDF = 1.25 , Dead + Floor + Roof Design Shear (lbs) 1277 -1277 Max Shear (lbs) 1757 -1757 Member Reaction (lbs) 1757 1757 Support .Reaction (lbs) 1812 1812 Moment (Ft-Lbs) 4686 Live Deflection (in) 0.026 Total Deflection (in) 0.059 Loading on all spans, LDF = 0.90 , Dead Only Design Shear (lbs) 718 -718 Max Shear (lbs) 988 -988 Member Reaction (lbs) 988 988 Support Reaction (lbs) 1019 1019 Moment (Ft-Lbs) 2635 PROJECT INFORMATION: OPERATOR INFORMATION: J42147f JOHN BENZ BUILDERS FIRSTSOURCE 6550 ROOSEVELT BLVD. JACKSONVILLE, FLORIDA Phone:904.772.6100 Fax :904.772.1973 Copyright ° 2002 by Trus Joist, a Weyerhaeuser Business TimberStrand® is a registered trademark of Trus Joist. T:\Mitek42\mitek\Jobs\J42\J42147F\B01.sms CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 CERTIFICATE OF OCCUPANCY PERMANENT Issue Date 3/23/05 Parcel Number - - - Property Address . . 70 W 14TH ST ATLANTIC BEACH FL 32233 Subdivision Name . . . Legal Description . . . Property Zoning . . . TO BE UPDATED Owner R/E HOME INVESTORS Contractor SMALLWOOD CONSTRUCTION INC. 904 744-3353 Application number . . 04-00028508 000 000 Description of Work . . TWO FAMILY RESIDENCE Construction type . . . Occupancy type . . . Flood Zone Approved w c . Building Official VOID UNLESS SIGNED BY BUILDING OFFICIAL Building, Planning & Zoning Inspection CITY OF ATLANTIC BEACH Department CERTIFICATE OF OCCUPANCY WORKSHEET Date Requested: I — Contractor Name: 3 t--f A (,(_Li c D Co t.DTTZ JCT7 � Permit #: 04 - 7 8 5� Property Address: 70 Lip . 1 i 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: I I Single-Family Residence I I Commercial tij Other: lac 17c._, Lowest Floor Elevation: Req uired As Built The following must be completed before issuing Certificate of Occupancy: Department Date Notified Date Approved Approved By Fire Dept. Public Works — _ v O‘ — / _ vs— Public Utilities G. ° ,-t1. --Ca sj( L.�irnetA.4 Planning Dept. ? _2 3 _o 3Z 3 Building Dept. 3 - 2 3 • o S 3 -2 3 - oL5._ cOr Final Survey with FFE ®—Yes I I No All Re-Inspect Fees Paid Li Yes I I No MAP OF SURVEY " BOUNDARY " DESCRIPTION: THE EAST 25 ' OF LOT 3 AND THE WEST 6. 25 ' OF LOT 2 IN BLOCK 56 OF " SECTION "H" ATLANTIC BEACH" ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 18 PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. LB 7261 C0,9 /2p \.... •0/ .. -..•' - .--.":.. s, : 7261 / 1 • / f 2 t,,,14.1 /...,bpir b 2- STORY A / F2- 13.95' / A/C i 2 / A/C' / CONC. PATIM / / S.I.R.C. *41.. / LB 7261 ., �,4 /VjQ�g74 3T 3p CONC. PATI/ OT \ S.I.R.C. LB 7261 -,., CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF: 11 DEVON IMMAN SUNSHINE TITLE CORPORATION FIRST AMERICAN TITLE INSURANCE COMPANY ADDRESS: 72 WEST 14TH STREET N I HEREBY CERTIFY THAT THE MAP OF SURVEY SHOWN SURVEY NOTES: HEREON IS IN ACCORDANCE WITH THE TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF O BEARINGS ARE BASED ON THE WEST LINE OF LOT 2, BLOCK 56 PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, n BEING N 20' 13 00 E (ASSUMED ) FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION o SCALE: 1 " = 30 ' 472.027, FLORIDA STATUTES v UNDERGROUND UTIL I TIES, FOUNDATIONS OR OTHER aa7401.7..../... .. rN- STRUCTURES WERE NOT LOCATED BY THIS SURVEY.iv ACCORDING TO THE FEDERAL EMERGENY MANAGEMENT ANY P. O'NEI N .5 9 2 AGENCY FIRM MAP PANEL NO. 120075 0001 D, EFFECTIVE B/15/89, FLORIDA REGISTERED LAND SURVEYOR ANG MAPPER. NOT E THE PROPERTY DESCRIBED HEREON LIES IN ZONE 'X'. VALID WITHOUT THE SIGNATURE & THE ORIGINAL RAISED C. SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I- cri N FFCM - FOUND CONCRETE MONUMENT C.M. - CONCRETE MONUMENT D - DELTA OR CENTRAL ANGLE FEN - FENCE OHE -OVERHEAD ELECTRIC '" F.I.R.C. - FOUND IRON ROD AND CAP P.T. - POINT OF TANGENCY P.I. - POINT OF INTERSECTION CLR - CLEAR C.L.F.-CHAIN LINK FENCE u_ F.I.R. - FOUND IRON ROD P.C. - POINT OF CURVATURE A/C - AIR CONDITIONING UNIT END - FOUND N.F. -WOOD FENCE F.I.P. - FOUND IRON PIPE U.E. - UTITLITY EASEMENT R - RADIUS (P) - PLAT E S.I.R.C. - SET IRON ROD AND CAP D.E. - DRAINAGE EASEMENT L - ARC LENGTH EL - ELEVATION C.B.= CHORD BEARING m F.N6D - FOUND NAIL AND DISK C 6 6 - CURB 6 GUTTER NTS - NOT TO SCALE CONC. - CONCRETE CD= CHORD DISTANCE (M) - FIELD MEASUREMENT RIM - RIGHT OF WAY (P) - PROPOSED ESMT - EASEMENT o�(C) - CALCULATED MEASUREMENT C/L - CENTERLINE (E) - EXISTING COR - CORNER L Q. 61 PREPARATION DATE 1 FIRST COAST LAND 1 ORDER NO. 4440 INFORMATION s. PLOT PLAN Z BOUNDARY 3-2-05 SURVEYING, INC. DRAWN BY: tnp w REVIEWED BY: TPO FORMBOARD 1660-8 LANE AVEUE SOUTH, JACKSONVILLE, FL. 32210 FOUNDATION PHONE (904) 779-2062 FAX (904) 779-7784 \INAL / CERTIFICATE NO. LB 7261 • • • • • • • • r • • t,. • • • • • • • • • • • • • [' a . ,► 'Q `� CITY OF ATLANTIC BEACH ..- a , Sid �,,j , I 800 SEMINOLE ROAD jc. ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028508 Date 9/29/04 Property Address 70 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit MECHANICAL PERMIT Additional desc . NEW HVAC Sub Contractor . DON' S AIR CONDITIONING Permit Fee . . . 79 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 79 . 00 79 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 79 . 00 79 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. 1444, ( • iiii1/4.,4 BUT4 ING OFFICIAL A. io w r� , CITY OF ATLANTIC BEACH r - MECHANICAL PERMIT APPLICATION Date: Property Address: "70 c-.i l 414 ST ((}},, Owner: RILE_ l,(tw C <37206-0) Telephone #: Lk,3 -ZO .i"". Contractor: IheArt0 S r"t(tri,, C2DA) A I7rb A.,' ( Telephone#: 3Ct-Ck 3 f? Contractor Address: ,4Ld v, ,4'e Fax#: 319 672.0 In consideration of permit given for doing the work as described in the abovetemebt,we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinances and standards of good practice listed therein. Type of Heating Fuel: If other construction is being done on this building or site,list the building permit number: St Electric ❑ Gas: _LP Natural _Central Utility O Oil r ©4` 7-Y Coi fV Other—Specify 1 - 7CL MECHANICAL EQUIPMENT TO BE INSTALLED NATURE OF WORK It Heat _Space _Recessed ,Central _Floor 1 Residential Air Conditioning: _Room A Central Duct System: Material (�'(�. Thickness t +l ❑ Commercial Maximum capacity Ido > cfm O Refrigeration New Building ❑ Cooling Tower: Capacity gpm ❑ Existing Building 0 Fire Sprinklers:Number of Heads ❑ Elevator: _ Manlift Escalator (Number) 0 Replacement of Existing System O Gasoline Pumps (Number) O Tanks (Number) At New Installation O LPG Containers (Number) (No system previously installed) ❑ Unfired Pressure Vessel ❑ Extension or Add-on to Existing System 0 Boilers ❑ Gas Piping S'2.-_.-tit, Other-Specify ❑ Other—Specify LIST ALL EQUIPMENT AIR CONDITIONING,REFRIGERATION EQUIPMENT&CONDENSOR'S Approving Number Units Description Model# Manufacturer Ton's Agency I He'Vr PA/44 MA 5 2411* /60IX: 1?1/2-- • HEATING—FURNACES,BOILERS,FIREPLACES&AIR HANDLER'S Approving Number Units Description Model# Manu er BTU's Agency a2 Rego)4cx, dtc.e 1 I © cc vJ PulvtP TANKS Nominal Capacity Type Liquid Serial Approving How Many &Dimensions Contained Manufacturer No. Agency 800 Seminole Road•Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us _ .� CITY OF ATLANTIC BEACH F 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00029025 Date 9/17/04 Property Address 70 W 14TH ST Application description . . ELECTRIC ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor R/E HOMES ALLAN DEES ELECTRIC 70 W. 14TH ST. 2826 LENOX AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32245 (904) 463-2059 (904) 338-4583 Permit ELECTRICAL PERMIT Additional desc . Permit Fee . . . 105 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 105 . 00 105 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 105 . 00 105 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. 41:‘644 ---C-41$161)LFL 4 S f CITY OF ATLANTIC BEACH __ -, ELECTRICAL PERMIT APPLICATION Date: Property Address: �Y Owner: /e% ' i Telephone #: Wjr-ix Contractor: Xi /o,./ !� �-''"L Telephone #: 3 .%XaY Contractor Address: 0,7)99 /o'/ ` Fax#: 575/-Zi/f. 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. Building: Building Type: ❑ Trailer Service: If other construction is ta--'51ew Residence ❑ Temp. New being done on this building ❑ Old ❑ Commercial ❑ Signs ❑ Increase Or site,list the building Permit number: ❑ Re-wire ❑ Addition Sq. Ft. ❑ Repair Conductor Size: AMPS: COPPER ❑ ALUMINUM p Switch or _, r, RACE // Breaker AMPS .U20 PH / W �5 VOLT �D WAY,3 Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED fi,/� OPEN /Zi Receptacles CONCEALED OPEN S-C---"-- 0 30 AMPS 31 100 AMPS Switches 7‘ Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances / TRANSFER. Air H.P.RATING H.P. RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT /2) /12 Motors 0-1 H.P. VOLTAGE PH I NO. OVER 1 H.P. PHS UNDER600V OVER600V Transformers NO. KVA NO. KVA No.Neon_Transf. Ea._Sign Miscellaneous 800 Seminole Road • Atlantic Beach, Florida 32233-5445 Phone: (904)247-5800• Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us J 141211b, r\s, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 .....,) INSPECTION PHONE LINE 247-5826 Application Number 04-00028508 Date 8/26/04 Property Address 70 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 490 . 00 Plan Check Fee . . 245 . 00 • Issue Date . . . . Valuation . . . . 109357 Other Fees CITY RADON SURCHARGE . 16 CAPITAL IMPROVEMENT 325 . 00 ST CONSTRUCTION SURCHARGE 7 .44 AB CONSTRUCTION SURCHARGE . 82 SECTION H IMPACT FEE 750 . 00 STATE RADON SURCHARGE 3 . 04 SEWER IMPACT FEES 1250 . 00 WATER IMPACT FEE 510 . 00 WATER CONNECT/METER ONLY 85 . 00 WATER CROSS CONNECTION 35 . 00 Fee summary Charged Paid Credited Due Permit Fee Total 490 . 00 490 . 00 . 00 . 00 Plan Check Total 245 . 00 245 . 00 . 00 . 00 Other Fee Total 2966 . 46 2966 . 46 . 00 . 00 Grand Total 3701 .46 3701 .46 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING DES. C . IgAilik BUILDING OFFICIAL I rS` ,L`Jf ``` CITY OF ATLANTIC BEACH .�- � SS1 1-.....,e„,-;, 800 SEMINOLE ROAD �j I3r ATLANTIC BEACH, FLORIDA 32233 v.:.- INSPECTION PHONE LINE 247-5826 01119 Application Number 04-00028508 Date 8/26/04 Property Address 70 W 14TH ST Tenant nbr, name NEW DPLX 640RAD/1655SCHG Application description . . TWO FAMILY RESIDENCE Property Zoning TO BE UPDATED Application valuation . . . 109357 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD # 3 5151 SUNBEAM RD 3 JACKSONVILLE FL 32257 JACKSONVILLE FL 32257 (904) 730-2053 (904) 744-3353 Permit PLUMBING PERMIT Additional desc . 12 FIXTURES Sub Contractor . EDWARD WINTERS CLASSIC PLUMBIN Permit Fee . . . 119 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 119 . 00 119 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 119 . 00 119 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. B DING OFFICIAL Y i C`1iyfl�� IA CITY OF ATLANTIC BEACH " PLUMBING PERMIT APPLICATION J,tl9'� Date: SV.- C/ Property Address: '7( / 1 1i i r Owner: ie//(% r)4 j.1/1/1t jr;),(.� Telephone#: '3 D d D S 3 Contractor: eq,(1).",t t-72J C//p/77/O"q(,- Telephone#: 73 o'-DO Yy. Contractor Address: _•./'Si,S t! ,6, vy1 AD 1 Fax#: 7 3o-1cii'-r S 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: 0 Re-Pipe lJ`� - O e Number of Fixtures: .77 Bath Tubs Showers Closets Shower Pans 1 Dishwashers I Sinks Disposals Urinals Floor Drains ( Washing Machine Lavatory Water Sewer I Water Heaters Other Fees Permit Issuing Fee: $35.00 Total Fixtures: /47C X$7.00 + $35.00 = ///. C''() 800 Seminole Road •Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 • Fax: (904) 247-5845• http://www.ci.atlantic-beach.fl.us Revised 1/04 ;,S 1--Q1 f fe „.,; 1 - ,1t`� CITY OF ATLANTIC BEACH y A "P f 800 SEMINOLE ROAD j� - r ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number 04-00028724 Date 7/23/04 Property Address 70 W 14TH ST Tenant nbr, name FOUNDATION ONLY Application description . . FOUNDATION ONLY Property Zoning TO BE UPDATED Application valuation . . . 0 Owner Contractor R/E HOME INVESTORS SMALLWOOD CONSTRUCTION INC. 5151 SUNBEAM RD 3 ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32257 (904) 744-3353 Permit FOUNDATION ONLY Additional desc . Permit Fee . . . 35 . 00 Plan Check Fee . . . 00 Issue Date . . . Valuation . . . . 0 Fee summary Charged Paid Credited Due Permit Fee Total 35 . 00 35 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 35 . 00 35 . 00 . 00 . 00 4 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING C ES. 4*.affa- C . 11'14.kt" BUILDING OFFICIAL FAY &.-z - 'b1-i et •.tI ,S i yLy;.,,, CITY OF ATLANTIC BEACH . For ns J /*AP � BUILDING / ZONING DEPARTMENT . Doerr t -- �, 800 Seminole Road �_ j .• Atlantic Beach,Florida 32233 (904)247-5800 ' 0,tJ�� (904)247-5845 Fax PLAN REVIEW COMMENTS Permit Application # C'N - 2850& /C'`'/ - a sc `, Property Address: 7C - ~CL ZC / /AI ti' ��1 Applicant: -`)rl't c, t/ Lc •Cc d (I(,t)4- Project: 7Lr/-\j,ex ( [.f Y7/ / . This permit application has been: I I Approved I I Reviewed and the following items need attention: (17 — /Lee-- g. ';it ..e/Pt. c7-e-&_, 5" • aid-frez-:e440-7/L- ..4-¢� de,/V- 2 1 -1k P444,1 da)1/4.;61, . le - D�.,,,-vir�GC Z S t Gam a4-2 L (5)- no t 14 .• A.e;Aez-ver-ia.,,j, Y)0(4L-/- d..( 11446-4 ..-4,4.0-2t -4..cp...d. .2.,94.1_, . Please re-submit iii r a ication when these items have been completed. Reviewed By: /c Date: '-- --vL-1 s ^: CITY OF ATLANTIC BEACH BUILDING PERMIT APPLICATION (FOR NEW CONSTRUCTION RESIDENTIAL AND COMMERCIAL) 0. p Date: A:;/, Job Address: �7J #7c, tlj /y S-7 4./7; L. /x�! Owner's Name: C�j /p )d4 �/ -L•n/es Address: /57 (7 Address: d TV S Phone: 9fC) 7 5 3 Legal Description: Block Number: 4-(4, Lot Number: r/L Zoning District: Contractor: �.Q� G, >G �<l:,yr/ State License Number: C7., 6 ��?y'Q(' 3Address: ,T/A17 Sv;v�P✓�1v, X 1 Phone: 1/6 26 City: c7g X State:,? Zip:9, 73O Ve S 2" Describe proposed use and work to be done: , 5 rte,/ S;E7/cam ,c -sv/+ /7 j 7f/e- e-S Present use of land or building(s): irG r�/� I Cl 7,' `- Valuation of proposed construction: /�•O, C'/C/e7 ' JUIN 2 1 7U114 Is approval of Homeowner's Association or other private entity required? 1f yes, please submit wit this application. Will this project involve changes in elevation,site grade or any use of fill material removaTo7`any t�ees7 ❑ NO. Applicant certifies that no change in site grade or fill material will be used on this project. )'ES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. E./NO. Applicant certifies that no trees will be removed for this project. SYES. Removal of Trees will be required for this project. TREE REMOVAL PERMIT IS REQUIRED. Tree Removal Permits to be reviewed by the Tree Conservation Board,which meets two times each month. Procedure: In order to expedite issuance of permits, please follow all steps and provide all information as 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. 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.atlantic-beach.fl.us Page 1 Revised 1/04 1' In addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being t• , performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. 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 information provided with this application is correct. Signature of Owner: (. Date: v to '6 (-( I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of the laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any federal,state or local rules,regulations,ordinances,or laws in any manner,including the governing of construction or the performance of construction of the property. I understand that the issuance of this permit is contingent upon the above information being true and correct and that-tfie plans and supportin 'data have been or shall be-provided as required. Signature of Contractor: :~ tLt G.e9 :moi Date: l0 /C� O Address and contact information of person to receive all correspondence regarding this application (please print). Name: 7 1/// e)CIVIA ". Mailing Address: 5' 57 S5-1,7-4•f'�">z:a1 ,A ?',3 -/ j - 5'7 Phone: ,2 o 4-7 Fax: 7:570 /g f E-Mail: AS TO OWNER: Sworn to and subscribed before me this /6 day of d ,20 0 c/ . State of Florida,County of Duval Notary's Signature: Personally known --- - ❑ Produced identification .i ;�. ' * : EDWARD WINTERS Type of identification pi fi i "' ••• MY COMMISSION AS TO CONTRACTOR: 's9>>.® •�= EXPIRES:April 19,200E. Bonded Ihru Notary Pubic Urrderv. Sworn to and subscribed before me this / day of , 20 of State of Florida,County of Duval Notary's Signature: 1`\' C- ersonally known ❑ Produced identification ,,, EDWARD WINTERS • I• Type of identification produ tt i;-;; 14 MY COMMISSION itDDo194t9 �i�•:a= EXPIRES:A ril 19,2005 qi p !.: Bonded fhru NotaryPublic Underwrher. 800 Seminole Road •Atlantic Beach, Florida _�_,�,; Phone: (904)247-5800 • Fax: (904)247-5845 • http://www.ci.atlantic-beach.fl.us Page 2 Revised 1/04 r • at Not-pyil -qv s' CITY OF ATLANTIC BEACH r a T3 ,� OWNER/BUILDER AFFIDAVIT Date: //p a Job Address: 2rV0 GAJ /"/71 c% i"• T-7 c-- ,4047-6,1 CHAPTER 489,FLORIDA STATUTES,PART 1 "CONSTRUCTION CONTRACTING"REQUIRES OWNER/BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7),FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE- OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE.BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE,WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. ORDINANCES ALSO ALLOW AN OWNER TO IMPROVE THEIR OWN PROPERTY WHEN IT IS FOR PERSONAL OR FAMILY USE, AND LIKEWISE REQUIRE ALL WORK (EXCEPT MAINTENANCE UNDER$2;000)BE UNDER A BUILDING PERMIT AND PASS ALL NORMAL INSPECTIONS. THE ORDINANCE STATES OWNERS MAY PHYSICALLY DO WORK THEMSELVES;OR MAY HIRE UNLICENSED WORKERS PROVIDED SUCH WORKERS BE UNDER"DIRECT SUPERVISION OF THE OWNER, WHO MUST BE ON THE JOB AT ALL TIMES WHILE WORK IS IN PROGRESS BY UNLICENSED TRADES PEOPLE." THIS DOES NOT ALLOW USE OF UNLICENSED CONTRACTORS. SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS-WORKER'S COMPENSATION INSURANCE BE PURCHASED UNDER THE HOMEOWNERS INSURANCE POLICY TO CLEARLY PROTECT THE OWNER OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. • UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY"CERTIFICATE OF COMPETENCY"OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. TELEPHONE THE BUILDING DEPARTMENT(247-5826)IF IN DOUBT. I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN 0 ;-BUILDER PERMIT. `'•f - / if vf p L/- PRO'yRTY 0 R/BUILDER 4-- SWORN TO AND SUBSCRIBED BEFORE ME THIS /b DAY OF `lM'.e 20° __ "'" EDWARD WINTERS ;'0. Y•48�`=_ MY COMMISSION#DD 019449 • /�( I�'`y ' ya TiiI : ' FXPIRFS:April 19,2005 k NOT• 'Y PUBLIC a q,or Bonded Thru Notary Public Underwriters MY COMMISSION E's-r: NOTE: PHRASES UNDERLINED ABOVE. ;- - A CITY OF ATLANTIC BEACH x,31> FLOOD PLAIN DEVELOPMENT INFORMATION Location: j0U (a) / .) .ry//r 7iG /?,f Type of Development: Sr<u]/F' ,L,&,.vi ,, dTy�e',1.-� Flood Zone: pr!/E 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, certifying that the LOWEST FLOOR ELEVATION is equal to or above the base flood elevation established for that zone. No final inspection will be made and no Certificate of Occupancy will be issued until the survey is on file with the Building Department. COMMENTS: Applicant Acknowledgement: I understand that the issuance of this permit is contingent upon the above information being correct and that the plans and supporting data have been or shall be provided as required. I agree to comply with all applicable provisions of Ordinance No. 25-7-11 and all other laws or ordinances alff th Proposed deve ''`Ment. / Applicant's Signature:, -" � zeW OZ-% Date: 6 l4,C� 7 Department Use: Required lowest floor elevation: As built lowest floor elevation: Survey filed with Building Department: Building Department Representative Revised 1/17/03 1 , #00 jS r,J DEPARTMENT OF PUBLIC WORKS � � w s4,, '' k112 Bracy S J " k`, rr yv EROSION & SEDIMENT CONTROL INSPECTION "s � 4 = Date Time Permit # Inspector Project Name/Location Contractor's Name/Address Stage of Construction YES NO NA ❑ ❑ ❑ 1. All required erosion and sediment control measures are shown on plan. ❑ 0 ❑ 2. All silt fences are properly installed(staked in and trenched in)and in good condition. ❑ ❑ 0 3. AB disturbed areas are properly stabilized Temporary or permanent stabilization is required. ❑ 0 ❑ 4. All dewatering operations turbidity readings are S 29 utu above natural background readings. Note,turbidity readings must not be above background levels for Outstanding Florida VI'sten, ❑ ❑ ❑ 5. All construction entrances are free from soil and mod tracking. ❑ ❑ ❑ 6. All above ground water impoundments are stabilized. ❑ ❑ ❑ 7. All stormwater inlets are adequately protected from sediments. ❑ ❑ ❑ 8. All stormwater ponds and conveyance systems are stabilized and free of sediments. ❑ ❑ 0 9. All receiving waters are adequately protected with floating turbidity curtains or other means as needed. ❑ ❑ ❑ 10. Sediment traps are installed as needed and are In good working order. ❑ ❑ ❑ 11. All soil stockpiles are adequately stabilized. ❑ ❑ ❑ 12. All preservation wetland and conservation areas arc clearly marked and adequately protected from silt,erosion and turbidity. ❑ ❑ ❑ 13. All alum/water treatment systems operating property and coordinated with DPW. ❑ ❑ ❑ 14. Notice of Intent(NO1) (FDEP Form 62-621300(4Xb)has been submitted to FDEP. ❑ ❑ ❑ 15. The Stormwater Pollution Prevention Plan(SWPPP)is on site. ❑ ❑ ❑ 16. The required inspection and maintenance report forms are always completed. Comments: NOTE: Failure to compty with erosion and sediment control rules and regulations in a timely manner may result in PERMIT VIOLATIONS,and ENFORCEMENT ACTIONS may be taken by City Of Atlantic Beach,SJRWMD,FDEP,and U.S.EPA. Letters of Violations,Stop Work Orders,and Fines may be issued for Permit Violations. Please contact Public Works Department at 904—247-5834 or Fax 904—247-5843 for an questions or concerns. Verbal Written notification given to: Company Phone# Inspector Signature 3�yi�.lryflf' CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: 6 3 ° _ O y Address 3 u tics 7 / P c r- - %o `.� j 1110 u s e Heated Square Footage j 3�.S @ $ 73— per sq ft = $ /0 / 6 Z r Garage/ Shed 2 2 0 @ $ 3 I per sq ft = $ (; Carport/Porch :3 2 @ $ i g per sq ft = $ 5-7 Deck @ $ per sq ft = $ Patio y(Y @$ '7 per sq ft = $ TOTAL VALUATION: $ D 3S /o9 Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ ZONING: NC'- ( + 1/2 Filing Fee $ FLOOD ZONE: (v) Fireplaces @ $35.00 $ - 0 - IMPERVIOUS SURF BUILDING PERMIT FEE $ .NATER IMPACT FEE $ 57.0 ,EWER IMPACT FEE $ -WATER METERJTAP $ ._=CAPITAL IMPROVEMENT$ 3 2 3 SEWER TAP $ -G C 00) RADON HRS .0050 $ SECTION H PAVING (3v ) $ • 73-0 `'CROSS CONNECTION $ 3 ST(/613)SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03 WATER IMPACT FEE WORKSHEET ADDRESS: 7.3LiES T l �/ r' 1 — / 0 A) hr© tJS DRAINAGE FIXTURE UNIT FIXTURE TYPE VALUE AS LOAD FIXTURES UNITS Automatic clothes washers, commercial 3 Automatic clothes washers, residential 2 ( Z Bathroom group consisting of water closet, lavatory, Bidet, and bathtub or shower 6 )- 1 2- Bathtub (with or without overhead shower or whirlpool attachments) 2 Bidet 2 Combination sink and tray 2 Dental lavatory 1 Dishwashing machine,domestic 2 1 '2-- Drinking Drinking fountai em caker Y2 Floor drains 2 Hose bib 1 2:-- Kitchen Kitchen sink, domestic 2 Kitchen sink, domestic with food waste grinder and/or f dishwasher 2 2- Laundry Laundry tray(1 or 2 compartments) 2 Lavatory 1 ( r Shower compartment,domestic 2 Sink j 2 Urinal 4 Urinal, 1 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 t t1 Water closet, public installation 6 f TOTAL NUMBER OF UNITS= .23 MULTIPLIED X 20 TOTAL$ �%v HI. Energy Code Information: RESIDENTIAL CHECKLIST FOR ONE&TWO FAMILY DWELLINGS 1. Is the current energy code form completed properly and signed; correct climate zone and correct jurisdiction? (FBC 13-600) Yes y/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/ o N/A AND DETAIL-(FBC 104.2.1) 3. Is the"R"value between common walls shown? Yea No N/A f� Co (FBC 13-602.1.ABC.1.1) PLANS EXAMINER: D O FI<Sf) DATE: '3 0"O tc 4. Is the"R"value for added insulation on exterior walls shown? Yes I No N/A 5. Is the"R"value for ceilings shown? (FBC 13-604.I.ABC.I) Yes✓No/"(C) N/A �L 6. Is the"R"value for raised floors shown? (FBC 13-605) Yes No N/A✓ r OWNER:'P1'1 L TNOE t TORS JOB ADDRESS:7 0 J, /y-,!'j 7. Are Energy Credits Claimed? Yes ✓No N/A A. Attic Radiant Barrier Credit (FBC 13-607.1.A.4) Yes �No N/A CONTRACTOR: Si h4-Z.C�,,00 0 PHONE NUMBER: Y6 3..20s7 B. White Roof Credit (FBC 13-607.I.A.5) Yes yo N/A Si C. Programmable Thermostat (FBC 13-600.2.A.3.5) Yes o N/A (CIRCLE) I. Survey: IV Foundation Plan: I. Is a specific purpose survey submitted? Yes ✓/No N/A 1. Are all footings shown,including interior bearing walls, 2. Is correct Flood Zone shown? Yes✓ No N/A Column pads and concentrated loads? Yes "-No N/A 3. Are existing grade elevations shown for structures located 2. Are all locations of vertical reinforcement and anchor bolts shown? Yes✓No N/A . in an"A"or"V"zone? Yes No N/A / 3. Are all elevation changes in slab shown? Yes ✓No N/A 4. On lots in multiple flood zones,are flood zone lines indicated? Yes No N/AY 4. Is minimum concrete PSI shown? Yes 1/No N/A 5. Is property in a flood way? Yea No N/A✓ 5. Is slab reinforcement shown? t/No N/A 6. Is flood way line shown? Yea No N/A A. Wire mesh size and gauge? Yes No N/A'✓ B. Fibermesh reinforcement? Yes,/1\lo N/A 6. Is vapor barrier,minimum 6 mil.shown? (FBC 1909.2) Yes✓f o N/A II. Structure Code Compliance: 7. Is minimum slab on grade thickness shown?(FBC 1909.1) Yes ;/No N/A I. Are plans sealed by architect or engineer? Yes ✓No N/A 8. Is type of soil treatment for termites shown?(FBC 1816) Yes fNo N/A A. Are structural calculations submitted? Yes V No N/A 9. Do plans show concrete footings have a specified compressive 2. Is correct wind speed shown? (FBC Figure 1606) Yes V410 N/A Strength of not less than 2500 PSI at 28 days? 3. Is exposure category shown? (FBC 1606.1.8) Yes No N/A 10. Ifpile foundation shown,is Sealed Soils Report submitted?1804.5.1) Yes�/No N/A 5/4. Is Importance Factor shown per FBC Table 1606? Yea V No N/A P 5. Are pressures for wind loading on components and cladding (FBC 1805.1) Yes No N/A Shown per FBC 1606.2.5? Yes✓No N/A 6. Are pressures for wind loding on components and cladding V. Typical Wall Section: Shown per FBC 1606.2.5? Yes." No N/A 1. Is finished grade shown? Yes✓No N/A 7. Does structure meet requirements of FBC Table 500 for number of 2. Is minimum floor elevation shown? Yes 1,"No N/A stories and allowable area? Yes✓ No N/A A. Minimum 8"above adjacent grade? Yes✓No N/A 8. Does structure meet Fire Resistance Ratings of FBC Table 600 B. Flood protection elevation? Yes No N/A for structural elements? Yes✓No N/A C. Base flood elevation? 9. Are plans designed per SSTD 10-99? Yes No N/A✓ Yes.,"No N/A 3. Is minimum footing depth beneath finished grade shown? Yes,.,/No N/A A. Are all appropriate charts and tables shown? Yea 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✓No N/A 10. Are plans designed per"Guide to Concrete Masonry Residential 5. Are all horizontal reinforcements shown? Yes ''No N/A Construction in High Wind Areas"? Yes No N/A✓ • 6. Is vertical reinforcement shown? Yes lir'No N/A A. Are all appropriate charts and tables shown? Yes No N/A s/- 7. Masonry construction. B. Are all appropriate requirements circled or highlighted? Yea No N/A A. Is exterior wall finish shown? Yes No N/A I I. Are plans designed per"WPPC Guide to Wood Construction in B. Is interior furring shown? Yes✓No N/A High Wind Areas? Yes v/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. Are.all appropriate requirements circled or highlighted? Yea ,,,,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 Edition"? Yea No N/A B. Is exterior sheathing(type and thickness)shown? Yes✓1lo N/A A. Are all appropriate charts and tables shown? Yea ,,/Nn N/A C. Are nailing requirements(size and spacing)shown? Yes o N/A B. Are all appropriate requirements circled or highlighted? Yes t/14o N/A (FBC Table 2306.1) D. Is exterior wall finish shown? Yea.-‘/No N/A 15. Does bedroom open directly into garage? Yes No v./N/A E. Is interior wall finish shown? Yea i,„/No N/A 16. Does the number of bedrooms shown on plans match the number F. Is minimum clearance between wood siding and finished of bedrooms shown on the application? Yes s/No N/A grade shown? (FBC 2304.2.5) Yes/No N/A ' G. Are shear wall segments shown? Yea✓No N/A 17. Is Designer's name and address shown on plans? Yes✓No N/A A. Type of hold-downs shown? Yes •./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 1012.1.5? Yes✓ No N/A 10. Are all hurricane anchorage and hold-downs specified and labeled? Yea ✓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? q Yes✓Na N/A 12. Roof Framing 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 t/No N/A B. Are conventional frame rafters used? Yea No N/A✓ 21. Does floor plan show fireplace? Yes )Io N/A I. Rafter size shown? Yes No N/A ✓ 22. Are stair details shown? Yea ✓No N/A 2. Species of lumber shown? Yes No N/A✓ A. Is minimum stair width shown? (FBC Table 1004) Yes./No N/A 3. Grade of lumber shown? Yes No N/A ✓ B. Are tread and riser sizes shown? (FBC 1007.3) Yes✓No N/A C. Type of roof sheeting shown? Yes/No N/A C. Do spiral stairways comply with FBC 1007.8.2? Yes to,No N/A I. Thickness of roof sheeting shown? Yea✓No N/A D. Are required landing shown? (FBC 1007.4)? Yes./No N/A 2. Grade of roof sheeting shown? Yu✓No N/A E. Is required headroom clearance shown? (FBC 1007.4) Yes s/No N/A 3. Nailing pattern of roof sheeting shown? Yes./No N/A 23. If floor plan shows mixed construction,are mixed (FBC Table 2306.1) Construction details shown? (May require engineering.) Yes,..../,No N/A D. Weight of Dry-In felt shown? Yes sr No N/A 24. If required,are tenant separations shown? Yu‘,./No N/A E. Type of roof cover shown? Yu✓No N/A A. Duplex (FBC Table 704.1) I. Attachment asphalt/fiberglass shingles shown? B. Townhouse (FBC 704.4) (FBC 1507.3.7) Yes ✓No' N/A 25. Are all columns and beams shown for porches and lanais? Yes No N/A✓ 2. Attachment of tile roof shown? Ycs No N/A v"...-- A. Are column type,size and anchorage shown? Yes No N/A v/ (FBC 1507.3.7) B. Are beam type,size,span and anchorage shown? Yes No N/A i.../3. Other roof covering and attachments shown? Yes No N/A✓ 26. Are all lintel and beam details shown? Yes V�Io N/A. F. Length of roof overhang shown? Yes(,./..-No N/A 27. Are engineering details provided for butt glass? Yes No N/A G. Type of soffit and fascia shown? Yes s/J4o N/A H. Attic ventilation shown? Yes i,"'No N/A I. Location,type and thickness of flashing shown? VII. Truss/Rafter Plan. (FBC 1503.2.1 and FBC 1507.3.9) Yes✓No N/A I. Are engineered truss plans provided showing loads,uplifts and 1. Type and gauze of cave metal shown? Yes �No N/A required connections? Yes✓No N/A 2. Are all headers,beams,girders and interior bearing walls shown? Yes✓No N/A 3. Framed roof. VI. Floor Plan. A. Is rafter plan shown,including size,spacing species, I. Does square footage on plan match square footage show on grade of lumber,span and connections? Yes No N/A✓ application? Yea''"...-No N/A B. Is ceiling joist plan shown,including size,spacing, 2. Are all room dimensions shown? Yu',No N/A species,grade of lumber,span and connections? Yes No N/A 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? Yes✓No N/A grade of lumber and connections? Yes No N/A ✓ 5. Is required tempered glass shown at all hazardous locations? D. Is ridge beam shown,including size,species and grade (FBC 2405.2) Yes V No N/A of lumber? Yes No N/A 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? Ye.✓No N/A pattern? Yes No N/A 8. Are all hold-downs and hurricane anchorages shown? Yearn/No N/A 9. Is required attic access shown? Yun./No N/A 10. Are all plumbing futures shown? Yes✓No N/A VIII. Floor Framing. I I. Are all electrical futures shown? Yea✓No N/A I. Is engineered floor truss plan provided,showing loads, / 12. Are all mechanical fixtures shown? Yu No N/A uplifts and connections? Yes_/ 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. Are exhaust fans shown? Yea ✓Jdo N/A grade of lumber and connections? Yes•-/No N/A 13. Are all smoke detectors shown? (FBC 905.2) Yes 1/No N/A 3. Is floor sheeting indicated,showing type,thickness and 14. Does one(I)bathroom on the first habitable floor level nailing pattern? Yes " No N/A Have a 29"net clear door opening and handicap accessible / route? (FBC I I-I l) Yes No N/A CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date: 6 • 30 - 0V Address '30 06: r / �-- ) r - f o c 21\114° "C Heated Square Footage / .3 @ $ 17 3— per sq ft = $ /D l 6 2 r Garage/ Shed 2 O @$ 3 ( per sq ft= $ (42_ o Carport/Porch 3 2 @$ I g per sq ft = $ r 7 4, Deck @$ per sq ft = $ Patio L @ $ '7 per sq ft = $ TOTAL VALUATION: $ ±0273S 7 109 33rd $ Total Valuation 1st $ Remaining Value $ . per thousand or portion thereof CONSTRUCTION TYPE: _ TOTAL BUILDING FEE $ ZONING: ' G:- ( + '/z Filing Fee $ FLOOD ZONE: (0) Fireplaces @ $35.00 $ .-- 0 IMPERVIOUS SURF C : Srv� BUILDING PERMIT FEE $ '•,WATER IMPACT FEE $ 5—(6 -SEWER IMPACT FEE $ -WATER METERJTAP $ S� _CAPITAL IMPROVEMENT$ 3 2 Jr— ( �,l SEWER TAP $ --0) —r-- -.- C ( yo) RADON HRS .0050 $ = SECTION H PAVING (..ca ) $ • 73-0 `CROSS CONNECTION $ 3 S- __ < - -ST(/6 DI SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ 1/13/03