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Permits 680 Begonia Street FORM 600A-20Oa EnergyGauge® 4.21 FLORIDA ENERGY" 1--FICIE CY CODE FOR BUILDING CONSTRUCTION Florida Cepartment of Community Affairs Residential Whole Building Performance Method A Project Name: 1488 Builder: QUAILTY REMODELING Address: f3� -77- <oi _ Permitting Office: City, State: ,.�� ��te ��� Permit Number: Qct� 3'Z-L3?y Owner: 0<,Tz-, ,.0 W. e3,q- f- Jurisdiction Number: Climate Zone: North 1. New construction or existing New _ 12. Cooling systems 2. Single family or nwlti gamily Si !le family _ a. Central Unit Cap:29.2 kl3tu.1ir 3. Number of units,it multi-famih' 1 SEER: 13.00 4, Number of Bedrooms 4 i b. N/A 5. Is this a worst case? yes _ 6. Conditioned floor:xva(1't=) 1 484 rte c. N/A 7. Glass typel and area:(Label re,ld.by 13-1k)4.4.5 iCaoi ldaUlt) �- - a. U-factor: Description Area 13. heating systems (or Single or Double DEFAULT) 7a. (Dble Default) 157.0 112 - a. Electric heat Pump Cap:31.8 ki3tu.lir _ b. SHGC: HOF:8.30 (or Clear or Tint DEFAULT) 7b. (Clear) 157.0 W _ b. NiA 8. Floor types a. Slab-on-Grade Edge Insulation R=0.0, 197.0(p)ft - c. N/A b.N/A - c. NA", - 14. I lot water systems 9. Wall types a. Electric Resistance Cap:50.0 gallons _ a. Frame,Wood Eht,�rior R=11.0. 1023.0 112 _ EF:0.90 _ b.Frame,Wood;Adjacent R=11.0,358.0 ft' _ b. N/A C. N/A - d.NIA _ c. Conservation credits (HR-Heat recovery,Solar 10. Ceiling types - DIIP-Dedicated licat punip) a. Under Attic R=30.0, 1505.0 ft' 15. HVAC credits b.Under Attic R=-19.0, 122.0 ft2 _ (CF-Ceiling fan,CV-Cross ventilation, o N/A - IIF-Whole house fan, 11. Ducts - PT-Programmable Thermostat, a. Sup:Une. Ret:Ui,c. AH(Scaled):Gartge Sup.R=6.0, 151.0 ft MZ-C-Multizone cooling, b.N/A _ MZ-H-Multizone heating) Total as-built points: 23467 Glass/Floor Area: 0.11 Total base points: 26143 PASS I he certify that the plans and specifications covered by I Review of the plans and this calculation are in com P liance with the FI a En specifications covered by this 0SHE sT y 4 _ ATF Code calculation indicates compliance ,,, _ o'4% PREPARED BY: with the Florida Energy.Code. f o DATE 1► 13 t7 Before construction is,pompleted __ a a ' this building will be inspected for I hereby certify that this building, as designed, is in kk' compliance with Section 553.908 r� �S compliance-with the Florida Energy Code. Florida Statutes. COD WE S4� --OWNER/AGENT: BUILDING OFFICIAL: -M DATE:-., �. - --CJ� DATE' 1 Predominant glass type.For actual glass type and areas,see Summer&Winter Glass output on pages 2&4. ,a; EnergyGaugeO(Version: FLRCSB v4.21) F=ORM 600A-200, EnergyGauge® 4.21 SUMMER CALGULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1484.0 20.04 5363.1 Double,Clear W 1.0 7.0 20.0 38.52 0.98 757.1 Double,Clear NW 1.0 7.0 5.0 25.97 0.99 128.0 Double,Clear NE 1.0 7.0 5.0 29.56 0.98 145.5 Double,Clear E 1.0 6.0 15.0 42.06 0.97 611.9 Double,Clear E 1.0 6.0 15.0 42.06 0.97 611.9 Double,Clear E 1.0 6.0 15.0 42.06 0.97 611.9 Double,Clear N 1.0 4.0 6.0 19.20 0.94 108.1 r Double,Clear N 1.0 7.0 15.0 19.20 0.98 283.5 Double,Clear S 1.0 3.0 5.0 35.87 0.78 139.2 Double,Clear S 1.0 6.0 20.0 35.87 0.94 677.3 Double,Clear S 6.0 7.0 36.0 35.87 0.54 698.5 nx As-Built Total: 167.0 4772.8 WALL TYPES, Area X BSPM = Points Type R-Value Area X SPM = Points ExteriorAl"' 1023.0 1.70 1739.1 Frame,Wood,Exterior 11.0 1023.0 1.70 1739.1 Adjacent 358.0 0.70 250.6 Frame,Wood,Adjacent 11.0 358.0 0.70 ;C50.6 Base Total: *' 1381.0 1989.7 As-Built Total: 1381.0 1989.7 DOOR TYPES, Area X BSPM = Points Type Area. X SPM = Points Exterior re 20.0 4.10 82.0 Exterior'insulated 20.0 4.10 82:0 Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Base Total 38.0 110.8 As-Built Total: 38.0 126.2 CEILING<TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1484.0 1.73 2567.3 Under Attic 30.0 1505.0 X 1.00 2603.7 ' Under Attic 19.0 122.0 2.34 X 1.00 285.5 Base Total: 1484.0 2667.3 As-Built Total: 1627.0 2889.1_ FLOOR TYPES Area X BSPM = Points Type" R-Value Area",X SPM := Points SIabN " 197.0(p) -37.0 -7289.0 Slab-On-Grade Edge Insulation 0.0 197.0(p -41.20 -8116.4 Raised 0.0 0.00 0.0 , Base Totatr 7289.0 As-Built Total: 197.0 • -8116.4 INFILTRATION Area X BSPM = Points Area X SPM ,ry= Points 1484.0 10.21 15151.6 1 1484.0 10.21"** 15151.6 ff EnergyGauge®DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.21 FORM 600A-2004 EnergyGauge® 4.21 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: BASE AS-BUILT Summer Base Paints: 17883.5 Summer All-Built Points: 16812.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Central Unit 29200 btuh,SEER/EFF(13.0)Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 16812 0.263 .000 5242. 17883.5 0.4266 7629.1 16812.1 "11.00.00 (1.09 11188 0.95) 0.263 1.000 524244 �d > t `. 51 S. y. y.e. t J�a EnergyGaUgeTM DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB A.21 F ORM 600A-204 EnergyGauge® 4.21 WINTER CALCULATIONS Residential Whole Building Performan ;e Method A - Details ADDRESS: , ,i PERMIT#: BASE AS-BUILT GLASS TYPES .18 X Conditioned X BWPM = Points C erhang Floo(Area Type/SC On,, Len Hgt Area X WPM X WOF = Point .18 1484.0 12.74 3403.1 Double,Clear V, 1.0 7.0 20.0 20.73 1.00 416.6 Double,Clear NV. 1.0 7.0 5.0 24.30 1.00 121.4 Double,Clear N[ 1.0 7.0 5.0 23.57 1.00 117.8 t Double,Clear 1.0 6.0 15.0 18.79 1.02 286.3 Double,Clear 1.0 6.0 15.0 18.79 1.02 286.3 Double,Clear 1.0 6.0 15.0 18.79 1.02 286.3 �§ Double,Clear 11.0 4.0 6.0 24.58 1.00 147.8 Double,Clear t. 1.0 7.0 15.0 24.58 1.00 368.7 Double,Clear 1.0 3.0 5.0 13.30 1.26 83.7 ' Double,Clear 1.0 6.0 20.0 13.30 1.02 272.2 Double,Clear 6.0 7.0 36.0 13.30 2.50 1196.1 As-Built Total: 157.0 3583.2 WALL TYPES( Area X BWPM = Points Type R-Value Area X WPM = Points Exterior 1023.0 3.70 3785.1 Frame,Wood,Exterior 11.0 1023.0 3.70 3785.1 AdjacentF 358.0 3.60 1288.8 Frame,Wood,Adjacent 11.0 358.0 3.60 1288.8 Base Total: 1381.0 5073.9 As-Built Total: 1381.0 5073.9 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Exterior 20.0 8.40 168.0 Exterior Igsulated ' 20.0 8.40 168.0 Adjacent 18.0 8.00 144.0 Adjacent Wood 18.0 11.50 207.0 .a r. Base Total: 2. ? 38.0 312.0 As-Built Total: 38.0 375.0 CEILING J.YPESArea"�X BWPM = Points Types;,, FR-Value Area X WPM X WCM = Points Under Attic 1484.0 2.05 3042.2 Under Attic 30.0 1505.0 2.05 X 1.00 3085.3 Under Attic 19.0 122.0 2.70 X 1.00: 329.4 Base Total: 1484.0 3042.2 As-Built Total 1627.0 3414.6 FLOOR TYPES.' A ea X BWPM Points Type' R-Value Area X WPM Points. Slab 197 0(p) 8.9 1753.3 Slab-On-Grade Edge Insulation 0.0 197.0(p ,? 18.80 t: 3703.6 x Raised ; h0.0 0.00 0.0 ,�. Base Total: 1753.3 As-Built Total. 197.0 - 3703.6 INFILTRATION Area X BWPM Points Area X WPM _ Points " *` 1484.0 _0.59 -875.6 1484.0 ' -0.59 `*� 875.6 .; EnergyGauge®DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.21 k• FORM 600A-20t , EnergyGauge®4.21 WINTER CALCULATIONS Resiaz► itial Whole Building Performance Method A - Details ADDRESS: PERMIT#: BASE AS-BUILT Winter Base Points: 12708.9 Winter As-Built Points: 15274.7 Total Winter X" System = Heating Total X, Cap X Duct X System X Credit = Heating Points > Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1:Electric Heat Pump 3180)btuh,EFF(8.3)Ducts:Unc(S),Unc(R),Gar(AH),R6.0 15274.7 1.000 (1.0( )x 1.169 x 0.95) 0.411 1.000 7450.2 12708.9 ?. 0.6274 7973.6 15274.7 1.00 1.187 0.411 1.000 7450.2 A 4 h $[ w' T • _.. y f t aF' . EnergyGauge?' pCA Form 600A-;2004 EnergyGauge®/FlaRES'2004 FIRCSB v4.21 � f a" a" FORM 60OA-2004 EnergyGauge® 4.21 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT#: taa�: BASE AS-BUILT WATER HEATING Number of X Multiplier - Total Tank EF, Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 R 2635.00 10540.0 50.0 0.90 4 1.00 2693.56 1.00 10774.2 As-Built Total 10774.2 CODE COMPLIANCE STATUS BASE AS-BUILT Cooling + Heating + Hot Water = Total Cooling + Heating + Hot Water = Total Points M. Points Points Points Points Points Points Points 7629x, , 7974 10540 26143 5242 7450 10774 23467 PASS -k• �• 1p. ,D 4E kyrr p ' 1� S� 'w ' { f A _ AFO dF r, r, a 01)WE Y R nm 1 EnergyC3au A Form 600A-2004 Energy0auge&FiaRES 2004 FLRCSB v4.21041 y � "a Grp. .• xp 3 "y�. "A FORM 60OA-2004 EnergyGauge® 4.21 Code Compliance Checklist Residential Whole Building Performance Method A - Details [ADDRESS: , , , PERMIT#: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICECHECK Exterior Windows&Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq•ft•window area;.5 cfm/s .ft.door area. Exterior&Adjacent Walls 606.1.ABC.1.2.1 Caulk,gasket,weatherstrip or seal between:windows/doors&frames,surrounding wall; foundation&wall sole or sill plate;joints between exterior wall panels at corners;utility penetrations;between wall panels&top/bottom plates;between walls and floor. EXCEPTION:Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings>1/8"sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the erimeter,penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls&ceilings;`penetrations of ceiling plane of top floor;around shafts,chases, ,! soffits,chimneys,cabinets sealed to continuous air barrier;gaps in gyp board&top plate; ,} attic access.EXCEPTION:Frame ceilings where a continuous infiltration barrier is ._ installed that is sealed at the erimeter,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 y sealed box with 1/2"clearance&3"from insulation;or Type IC rated with<2.0 cfm from —_ conditioned space,tested. Multi-story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors,dampers;combustion space heaters comply with NFPA, have combustion air. ' - 6A-22_O1HER PRESCRIPTIVE MEASURES mu_st_be met or_exceeded_b _all_residences. _ -- - COMPONENTS-',_%' SECTION REQUIREMENTS HECK Water Heat er$ 612.1 Comply with efficiency requirements In Table 612.1.ABC.3.2.Switch or clearly marked circuit —. breaker electric or cutoff as must be provided.External or built-in heat trap required. Swimming Pools Spas 612.1 Spas&heated pools must have covers(except solar heated).Non-commercial pools s. must have a pump timer.Gas spa&pool heaters must have a minimum thermal � • ___ efficiency Shower heads : 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ----;---ten-- — p _ Air Distribution Systems 610.1 All ducts,fittings,mechanical equipment and plenum chambers shall be mechanically attached,sealed,insulated,and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics:R-6 min.insulation. HVAC Controls, _ 607.1 Separate readily accessibje manual or automatic thermostat for each system. Insulation l 604.1,602.1 Ceilings-Min.R-19.Common walls-Frame R-11 or CBS R-3 both sides. Common ceiling&floors R-11. V. .. t x EnergyGauge?"'bCA Form 60OA2004 EnergyGauge(&/FlaRES'�0 FLRCSB v4.21 To t� ENERGY PERFORMA ISCE LEVEL (EPL) DISPLAY 'ARD ESTIMATED ENERGY PERFOR 4ANCE SCORE* = 85.2 The higher the score,the mork Ancient the home. . l ,f New constru q n ur existing New _ 12. poling systems ' Single family ormulti-lamily Single family _ a. ventral Unit Cap:29.2 kBtu/hr _ 3. Number of units,it'nwlti-family I SEER: 13.00 — 4. ' Number of Bedrooms 4 _ b. N/A _ 5 `Is this a worst"Casc'? Yes _ — 6 =Conditioned floor area(1l=) 1484 ft' e. NIA — 1 �., ;t. 7 Glass type and area:(Label reqd.by 13-104.4.5 if not default) — a. U-factor: Description `Area 13. i Ieating systems �• ` (or_Singlt or,double DEFAULT) 7a. (Dble Default) 157.0 ft2 a. Electric Heat Pump Cap 31.8 kBtu/hr — b. SHGC: HSPF:8.30 — (or Clea;or, int DEFAULT) 7b. (Clear) 157.0 ft' b. N/A _ 8 ' Floor types — a.,Slab-On-Grade Edge Insulation R=0.0, 197.0(p)ft _ c. N/A — b;N/A — c N/A — 14. 1Iot water systems 9 Wall typtS a. Electric Resistance Cap 50.0 gallons — a Frame;-Wood,Exterior R=11.0, 1023.0 ft2 _ % EF:0.90 —' b;:Frame,Wood-Adjacent R=11.0,358.0 W , b.N/A — r d N/Ac. Conservation credits . twN/A ;x (HR-Heat recovery,Solar 1O Ceiling types �� DHP-Dedicated heat pump) ' a,.,Under to R=30.0, 1505.0 W _ 15. HVAC credits; _ b'Under Attic R=19.0, 122.0 ft2 is (CF-Ceiling fan,CV-Cross ventilation, A,'NIA - HF-Whole house fan, I IODucts 1, PT-Programmable Thermostat, a Sup:Unc Ret'Unc. AH(Sealed):Garage Sup.R-6.0, 151.0 ft MZ-C-Multizone cooling, b N/A * '' MZ-H-Multizone heating) M I� xttf Alid ome leas complied with the Florida Energy Efficiency Code For Building TKE sT C istructio ' ough the above energy saving features which"will be installed(or exceeded) o� ATFo in thls hoin bet re final inspection. Otherwise;a new EPT.Display Card will be completed �`� " u' n tua ,T 1pU '.Ztii° a•' Pio based ort installed"Code co pliant features Z Btiildei Sign btu .Date -Q . x a % tr` i, M Address of+Newi onle: l City/FI.;Zip:� / -r��— Cop WMS . * T `Th • 'sestimated energy performance score is only available through the FLAIlas comp r progrQr�m ° Th f riot:d trig Energy Rating.if your,score Is 80 or gr`epter(or 86 for,a US EPA/DOE EnergyStc des�gr atlon), ot► ho a a/i o energy a :eienc »:ort a e incentives i ou obtain a Florida Energy'Gau a Ratln y fY f r gv ff Y g g (E .., fY . , g g .. Co�tfachen r$3'Gauge Hotline at 321/638-1492 or see the`L�'nergy Gauge web site at www.fsec.ucfedu for Information rid:4 list of certified Raters. For information about Florida's Energy Efficiency Code For Building Co struction c tact the Department of Community Affairs at 85%487-1824. " 1 ornina nt glass For actual glass type and areas see Summer&Winder Glass output ons 2&4. a a EnergyGauge(7(Version:FLR8�$v4.21) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House r AIR FLOW DESIGNS Job: 11/13/06 5615 ST.AUGUSTINE F:D., kCKSONVILLE,FL 32207 Phone:(904)398-0831 _777- Project Information a For: QUALITY REMODELING AND FRAMING i Notes: #1488 Desim Inforiilation Weather: Jacksonville, Int'I Airport, FL, US r Winter Design Conditions 9 Summer Design Conditions 'Outside db 32 °F Outside db 94 °F Inside db 72 °F Inside db 75 °F Design TC 40 °F Design TD 19 oF w Daily range M Relative humidity 55 % y, Moisture difference 37 gr/Ib ... Heating Summary Sensible Cooling Equipment Load Sizing AN Building he at loss 31482 Btuh Structure 17598 Btuh 1 Ventilation air 262 cfm Ventilation 2278 Btuh Ventilation air loss 11528 Btuh Design temperature swing 3.0 °F I Design_ heat load 43010 Btuh Use mfg. data n Rate/swing multiplier 0.99 Infiltration Total sens. equip. load 19678 Btuh ? Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 Internal gains 1265 Btuh 'Ventilation 2742 Btuh Heating Cooling Infiltration 2744 Btuh Area(ftz) 1484 1484 Total latent equip. load 6751 Btuh ,Volume(ft') 13059 13059 Air changes/hour 1.2 0.5 Total equipment load 26429 Btuh Equiv.AVF(cfm) 262 109 Heating Equipment Summary Cooling Equipment Summary s Make Y CARRIER AIR C Make CARRIER AIR C Trade, , Weathermate 25HBA Trade Weathermate 25HBA 25HBA33U 25HBA330 40, `FY4ANF030 Efficiency 8.3 HSPF 'Efficiency 13.0 SEER :.Heating input 0 Btuh :Sensible cooling 21900 Btuh Heating output 0 Btuh Latent cooling 7300 Btuh Heating temp rise 0 °F Total cooling 29200 Btuh Actual heating fan 1000 cfm Actual cooling fan 1000 cfm Heating air flow factor 0.032 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh 4` Space thermostat i - 'Load sensible heat r4tio , 75 Yo Vxf ' A Printout certified by ACCAto meet all requirements of Manual J 7th Ed. wr#ghtsoft Right-Suite ResidentialTm 5.0.28 RSR27558 1, 2006-Nov-13 15:24:42 fK �JAAFD-North(Jacksonville Snapshot)Vt1 Loads(BLD,RSR.RRP)\QR1488.rsr Page 1 Jur( CU rvi i I Waft 7F I T "' • I�� ,>, �. 1�.'�Icy� .. vl �S&� I i I �����t•g ©�' c C� InInS room x � { y� f i -.1 t r � � ✓�.�...✓✓✓" � rye .. 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CD Sa CD 0 tg ;5 0-4 0 g4 Is CD 0" ti CD cl 0 FA. co 7�. 4 � + N P I N R 7 �LA21 G 0 T 0 0 OSS �Fr�nl.� — I ' .. i OL/V9W_dOT AVAItABi,(N W1N ORN S CI �� • • DOOR Ns.sB0-3D0-Ott ON OCTOBQ 12.199$NCWpFa 0lA$s Wnroow$N ..j'• 33 CA.YN[XTERNOR SRN DOg1 SONO UtR71 THE TEST►R ER 12.S WTJ1E 440.4►Sr AND-S{.7►SF. 1Y 3 v It r' W/0-40 04VAMZAT44 - OOYPARISION,EIGHT(0)11'x to-1/2._1/2- GLASS WINOOw3 MAY BE INSTALLED M .�«•J ♦ TOP 3ECT10N OF.AK t{'X r AND 16'X B'MODEL t00 AND Y0013.BSO DOORi r�E 'L •. t, 2•I 12 CA QALV.COY,TOP ROLLM BRACKET .. D—WON"$VANDOW FRAME - ATTACHED W/(2)6h6'N 1-3/4' w� PRD1ECitON 0►110NAL BA1n NSOt1= .NOL S, ..TBCx s0.GLASS tAa Dais iEll BRACET ,,.. -.. ADJUSTABLE SLIDE BRAKCKET ATTACHED - }� VAIN UV PROTECTION -T> t/2'BOLT k NUT PER BRACKET 13+1/2' 3' 20 OA.31RUT' ATTACHED W/(2)6/10'■1-3/4' "_ 11•. u0 Dais►pR END STRE AND 1 4 N 3/4•HEX HEAD (101/ 8 X 3/4* MOLDED N90C LAME WAEw3 AT EACH INTERMEDIATE 37U AN HEAD WArws T y` 13-1n T0' AT EAC! { W rRAME t 31 2-5/6'N 20-t/2• - :TT M SOUTHERN VELLOW PINE f 1 BOeND ALL ENO STILES �' SPLICE TRACK$AT TMs IOCARON 47 r 1 4 GA. ALM JIM ATTACHED W/(�L 1r{-20 TRACH(SPUCE Bars k NUTS $ECUKE TfOO JAMB'WON(3)a/tr DALAC INXIS ♦►1NUT S tCREWS AND s HU2_ AD�t�t 3{ �« /t • +`4•. .• .r )8031 r _. AT EACH iWa BRACKET LLAC Bar •..'.' eaSTA 0� 1.:•••. :K. ' .. , A111.ti v .. �.•�L -:::, *,gip,-•�; 12 DA.DLIV.STEM - {'�•r••1. AT JAMB BRACKETS w/1/4•-20 IRACx 3PUCE 6011 1 ! r> - LV STE2L�, ({)tit7/LIIT NATiDLS AITAUIEp W/(2)1/4-20 x 2 1/2 O�; Balt AND 1/{x20 Nuli 2'CA De CK T �) / M3- r, scam Pb(T wm / 4RS OT7 , fA 1U1K'37[11' .,. 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'. ! 1�[♦n,,y .��1( �,rali F r'•� '-!• S y - s rn oP Z VV Nt1j #A►A VN(AVJ% N♦.A�tVNtJ( ##A Q�tTCJINt11tn## f { I oil �r ### y 1,1 . �T. • a tJ ) is rt` mmmtllGl A# mm Ntn 1�A mmtJltnU.16##mmU1N #d►AmVO+tlINNN##'/►# ►.� N 4 - `k" 1 1 �Sf + � rry�� u [� ,tt ' z Z ..: yy -,' !,! k,,'1U '1{ t 'vv ,A• , vn!Aj cA 1",M LJ .ry 'Riice f , { L f Z m rn ( ^" r rtra .Iar? 1 �., r,L1 iZ H ' Ft ar"t',� +Iv r. �; !f t q .{ Cl !.: Z N �T'1�O + L1i �{r :•= t �' �. ..f, S"',�",,,w ,;£ 1 Dt-1J � was1...�"r t'r. ev d��•3 "f� �y.{�=�.Cr°v1� \f $.�.. ZZ '' r4s=A A =zC3 M _ ,tt +mss k ' y ^r '; • i ' t S� iC7 'f7\ V u t' attA r r SSI �t i O ru 21 0 n .O i"..F bt/f t t ry- ";-. Z ah•� F 13,V'?r r f^" ti !�`7 ....�,.,• .. r 1. C3 t - V 1♦a r. 't.`y-;'� i "a DAq'y th • lli� ./IFq tat. .�ti.lr �: _iZr. tlTrue House Apex Technology SITE INFORMATION t!J Apex Technology is a fictitous name owned by Jax Apex Technology Inc.,a Florida Corporation.Florida Engineer Business 6 BEGONIA ST. No 7547-4745 Sutton Park Court,Suite 402 Jacksonville,Fl.32224 904-821-5200 STRUCTURAL ENGINEER OF RECORD The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Michael G.Kozlowski Truss Design Drawings listed above and attached. The suitability and use of each drawing for any PE No 60839 particular building is the responsibility of the Building Designer,per ANSVrPl 1-2002 Section 2 4745 Sutton Park Courte Jacksonville, Fl.32224 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 6 1 G 15-31.003 of the Florida Board of Professional Engineers WIND LOADING(Cd=1.6) ROOF LOADING(Cd=1.25) MWFRS/C-C Hybrid Wind ASCE 7-02 TCLL 20.000 120 MPH(3 second gust) TCDL 7.000 Exposure C BCLL 10.000 Enclosed Structure:(0.18) BCDL 5.000 Occupancy Category II Mean Roof Height=20.000 FBC2004/TP12002 Design Program:Mitek 20/20 v 7.0 This package includes 24 truss design drawings with individual date of design NO JOB ID TRUSS ID DATE 1 6 BEGONIA ST GE01 11/10/... 2 6 BEGONIA ST HJ01 11/10/... 3 6 BEGONIA ST HJ67 11/10/... 4 6 BEGONIA ST J01 11/10/... 5 6 BEGONIA ST J02 11/10/... 6 6 BEGONIA ST J03 11/10/... 7 6 BEGONIA ST J61 11/10/... B 6 BEGONIA ST J63 11/10/... 9 6 BEGONIA ST J65 11/10/... 10 6 BEGONIA ST J67 11/10/... 11 6 BEGONIA ST T02 11/10/... 12 6 BEGONIA ST T03 11/10/... 13 6 BEGONIA ST T04 11/10/... 14 6 BEGONIA ST T05 11/10/... 15 6 BEGONIA ST T06 11/10/... 16 6 BEGONIA ST T07 11/10/... 17 6 BEGONIA ST T08 11/10/... 18 6 BEGONIA ST T09 11/10/... 19 6 BEGONIA ST T11 11/10/... 20 6 BEGONIA ST T12 11/10/... 21 6 BEGONIA ST T13 11/10/... 22 6 BEGONIA ST T14 11/10/... 23 6 BEGONIA ST T15 11/10/... 24 6 BEGONIA ST T16 11/10/... /J L chael G.Kozlowski PF No 60839 11/10/2008 6 BEGONIA ST TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY GE01 19-9-0 24" CONTINUOUS BEARING GABLE BRG 4 BRG 2 BRG 5 HJ01 9-10-13 24" 29 510 324 -39 -577 -326 BRG 4 BRG 2 BRG 5 HJ67 9-10-13 24" 142 502 245 -197 -576 -169 BRG 3 BRG 2 BRG 4 J01 3-0-0 24" 28 256 42 -44 -345 0 BRG 3 BRG 2 BRG 4 J02 5-0-0 24" 102 300 72 -141 -343 0 BRG 4 BRG 2 BRG 5 J03 7-0-0 24" 100 356 98 -109 -365 -108 BRG 2 BRG 4 BRG 3 J61 0-0-0 24" 267 14 218 -464 0 -98 BRG 3 BRG 2 BRG 4 J63 3-0-0 24" 28 256 42 -43 -347 0 BRG 3 BRG 2 BRG 4 J65 5-0-0 24" 102 300 72 -139 -345 0 BRG 3 BRG 2 BRG 4 J67 7-0-0 24" 154 356 94 -218 -367 0 BRG 2 BRG 8 T02 32-0-0 24" 2093 2090 -1866 -1844 BRG 2 BRG 9 T03 32-0-0 24" 1134 1134 -554 -554 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information 6 BEGONIA ST TRUSS ID SPAN O.C. REACTION AND UPLIFT SUMMARY BRG 2 BRG 9 T04 32-0-0 24" 1134 1134 -576 -576 BRG 2 BRG 8 T05 32-0-0 24" 1134 1134 -595 -650 BRG 2 BRG 9 T06 32-0-0 24" 1134 1134 -612 -630 BRG 2 BRG 8 T07 32-0-0 24" 1134 1134 -619 -619 BRG 10 BRG 8 BRG 2 T08 32-0-0 24" 1128 255 921 -464 -458 -553 BRG 2 BRG 15 BRG 10 BRG 8 T09 32-0-0 24" 208 877 926 282 -279 -504 -414 -470 BRG 2 BRG 8 T11 32-0-0 24" 1134 1134 -619 -619 BRG 2 BRG 9 T12 32-0-0 24" 1134 1134 -612 -612 BRG 2 BRG 7 T13 32-0-0 24" 1134 1134 -595 -595 T�RG BRG 8T14 32-0-0 24" 1134 -576 BRG 2 BRG 8 T15 32-0-0 24" 1134 1134 -554 -554 BRG 2 BRG 10 T16 32-0-0 24" 2094 2092 -1880 -1864 The reactions and uplifts shown on this sheet are for reference only. Refer to shop drawings for additional information s tiS U] r7m .2 w0Mp O .fa W ' �-3 �V toz !, z x z C] Lmz > O 'd n �Z t.J � � � m 0 00 � r��i � d '� t� b ' 25 �� A .d ►3 O tj 00 trJ � �jny t�rJz tzj '"" 0O � tz 'd � 'C1 hh � L'yCrJ d xnz -Az Oz Oz uua 6-4 'boM Wito m- m � yy M zwo z � 'ova �� Win oz . cai � O x �� d �� � x � � H � yy�eyy zyy /^ mayy > z z wo * rr�ppp{�� 4I M m M tJ n/ t J M• tJ -3s 0 0 00 Od d o� bdr ;t) z t� '-3 OM 0 r1] z �i � � x M -3 x t� '� 0 m z hh a t l m 81 awe � � o � , .�, � Q� � H'Ow n 00 dC z x Zy 4� -3M cnZ►� 1-3 Fr y z0 y m0 � � Lx=J 0 O C91 0 C�rJ z Z3 10 Cd y Z 0 z O ti] 0 r x tz O3 OM Cy z '� 0 "2j � � cn d m coo o 0En C ztrri z mb O Oth r� cls 75 n tb d d 9�9 yy 9 0 y0 (:) ;:5 d 0 y C=] t" bd � m y 0t) ° m Htd 0 {zj z Abd bbd $ C~t y 0-4 cn � rix x `< xH Z E 0 Z " d z� cin L�7H O z z C � �� 3 � o zE z En t � > � •d Z '-� �.• z C7 9 O 0-4 " N 0En 0 tz mr, zz Cd O z x oz z y � o —o o Z0 txj C/I z � � � `n � z z � 0CO3 Ztz z H z t=] O z En � m Wj �� a cn � o "' az mO z %I In " ' '00 Z 0C1 z "=J a z Z z d d0 z HIP GIRDER REFER TO PLACEMENT g� PLAN FOR NO OF PLIES JACK JACK JACK ` � a a 0-4 s x� C � d `= ow v C7 0 caw Zybd W xo� y � ay ►� � y � t1i � c� zmt-I �i � OZoo O cozc' y dxC'Z 00 W n 00 W O � 00 W t:l 1-3 y O � 0 b v� x 0 ftp � b00 � b ZC/I0 � ryi � ZZ r � � yOy � n '� y CA z ® oWzZ ® y � Z ® o x ►- tij � o Zd o �► Zy ro bZ `' 'O� ro M, 110 rnZz x tb • � � r � y M3„ TYP ig/ 73"-96" G� cwn to ED t 2 5»_ c�gCO b � Vp � Wbo ,= � 0 G o b a H d = � O i � p Z ca CIO ► C � Cl IN) O � Z H VA ,M --3 W � n C iv O a H W w _ In bdz��dC ci nn m tb CGS . x 9'd�K60zx �xz�zz d0 tyj M tz � z C � tz-j tz -3 'mo o ry Cl p H ns: �� �+ • L=J M C 0 z �HiKwwFn�tb x0Incp) JH CrJ (7 _ �p n x z m • HM0n9t z C n0 OyVjd 6i �H '�JOHwO H CSA cl-P, "I 4� b0trJ C) o p y H W -i 0 I p ^ to CIO t7 tv W t l N W HO iV HOS ~- 01 C1 y tb tz Utz °' n 'm r a a �ro Ml A xo of "3 �tdb ro CAD ca y R : o - a A C ro aim 7C N Owca cn o � co z ornr oo o-" cb to ro l x o co c roCA CA -0925d� 0 A p� �'C4� � O x�x gg x dmb e roC. a 0 ca Ar Y A � O y u � � ��� o yto as�� b voi0 rod0[x ca W ' n A rn ob o z 21 N x O y 10 cn z �oa $ xtj ax doMC 1-30 do y � � � -W'O o zx x � oo yx �ca • aca C! y r" � z � z z �8 z ww � S �d mx tz ^ O mCAD �' N A Z 0 m ZO �a d m IV Nil- o CD s lV wvnz o �e O � 0 .� eu 0 j�, A!P AF 30 eu y b co CFO b _ � n 0 Cbz too z x _ Job Truss Truss Type �QtyPly 6 BEGONIA ST. 6 BEGONIA ST GE01 GABLE 1 Job Reference o tional B-6-1 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14:13:40 2008 Page 1 9-10-8 19-9-0 9-10-8 9-10-8 Scab 1'.32.4 4.5= 5 4 5 e oo�i 3 7 T ST 1 ST3 2 S T T T1 T1 1 9 445 4 545= dry 8-6-1 19-9-0 19-9-0 Plate Offsets(X Y) (13 0-2-8 0-3-0) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.12 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:88 to LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.OTHERS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=91/19-9-0,9=91/19-9-0,13=113/19-9-0,14=136/19-9-0,15=96/19-9-0,16=213/19-9-0,12=136/19-9-0,11=96/19-9-0,10=213/19-9-0 Max Horz 1=-91(LC 4) Max Upliftl=-32(LC 7),9=-20(LC 7),14=-98(LC 6),15=-72(LC 6),1156(LC 6),12=-97(LC 7),11=-73(LC 7),10=-156(LC 7) Max Gravl=91(LC 1),9=91(LC 1),13=113(LC 1),14=141(LC 10),15=96(LC 1),11 10),12=141(LC 11),11=96(LC 1),10=213(LC 11) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-93/48,2-3=-44/80,3-4=-35/149,4-5=-37/235,5-6=-37/235,6-7=-35/149,7-8=-44/74,8-9=-64/34 BOT CHORD 1-16=0/113,15-16=0/113,14-15=0/113,13-14=0/113,12-13=0/113,11-12=0/113,10-11=0/113,9-10=0/113 WEBS 5-13=-95/0,4-14=-117/176,3-15=-88/151,2-16=-165/264,6-12=-117/176,7-11=-88/151,8-10=-165/264 NOTES (10-11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 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" 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are 2x4 MT20 unless otherwise indicated. 6)Gable requires continuous bottom chord bearing. 7)Gable studs spaced at 2-0-0 oc. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 Ib uplift at joint 1,20 Ib uplift at joint 9,98 Ib uplift at joint 14,72 lb uplift at joint 15,156 Ib uplift at joint 16,97 Ib uplift at joint 12,73 lb uplift at joint 11 and 156 Ib uplift at joint 10. 9)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 10)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 11)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City Ply 6 BEGONIA ST. 6 BEGONIAS I HJ01 SPECIAL 3 1 _ Job Reference o tional y 2 8-1-2 7.000 s Me9 07 Tek Industries,Inc. Mon Nov 10 14:13:40 2001 1 -2-9-15 7-0-15 9-10-13 2-9-15 7-0-15 2-9-14 S-.k-121.7 4 3x4 c 3 d Wt W2 424 1L 8 T1 B2 8 4 B1 1 65x8= 3.4= 4 2 9 3.4 1 111 12 1 11-6-12 9-1-2 8-1-2 7-0-15 9-10-13 7-0-15 2-9-14 Plate Offsets X Y: LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.78 Vert(LL) -0.07 2-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.13 2-7 >868 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.02 5 n/a n/a Weight:41 Ib BCDL 5.0 Code FBC20041TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or B-5-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=29/Mechanical,2=510/0-4-15,5=324/Mechanical Max Horz2=345(LC 3) Max Uplift4=-39(LC 3),2=-577(LC 3),5=-326(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51,2-8=-646/468,3-8=-583/475,3-4=-3B/5 BOT CHORD 2-9=-552/553,7-9=-547/558,6-7=_536/529,5-6=0/0 WEBS 3-7=-79/396,3-6=-633/642 NOTES (9-10) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ib uplift at joint 4,577 Ib uplift at joint 2 and 326 Ib uplift at joint 5. 6)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)18 Ib down and 26 to up at 4-4-0,18 Ib down and 26 Ib up at 4.4-0,and 48 Ib down and 118 Ib up at 7-1-15,and 48 Ib down and 118 Ib up at 7-1-15 on top chord,and 12 Ib down at 4-4-0,12 Ib down at 4-4-0,and 42 Ib down at 7-0-15,and 42 Ib down at 7-0-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 7)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-7=-10,5-7=-10 Concentrated Loads(lb) Vert:7=-28(F=-14,B=-14)3=-96(F=-48,8=-48)8=52(F=26,B=26)9=-8(F=-4,B=-4) Job Truss Truss Type Qty Ply 6 BEGONIA ST. 6 BEGONIA ST HJ67 MONO TRUSS 1 1 Job Reference o tional 2 8-1-2 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14:13:41 2008 PEW12 -2-9-15 5-1-3 9-10-13 2-9-15 5-1-3 4-9-10 SIA11-1'.21.3 4 9 3. 4.24 Flt 3 B T1 W1 W2 2 llll B1 3x8 10 11 7244 II 12 8 5 3.- 8-1-2 11-6-12 8-1-2 5-1-3 9-10-13 5-1-3 4-9-10 Plate Offsets(X Y): [2,0-3-12,0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL) -0.04 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.09 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:44 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-8-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=142/Mechanical,2=502/0-4-15,5=209/Mechanical Max Horz2=346(LC 3) Max Uplift4=-197(LC 3),2=-576(LC 3),5=-169(LC 6) Max Grav4=142(LC 1),2=502(LC 1),5=245(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/51,2-8=-531/355,3-8=-466/352,3-9=-70/28,4-9=-73/39 BOT CHORD 2-10=-457/455,10-11=-457/455,7-11=-457/455,7-12=-457/455,6-12=-457/455,5-6=0/0 WEBS 3-7=0/251,3-6=-491/493 NOTES (8-9) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone; Lumber DOL=1.60 plate grip DOL=1.60. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 197 Ib uplift at joint 4,576 Ib uplift at joint 2 and 169 Ib uplift at joint 5. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)19 Ib down and 26 Ib up at 4-4-0,19 Ib down and 26 Ib up at 4-4-0,and 48 lb down and 117 Ib up at 7-1-15,and 48 lb down and 117 Ib up at 7-1-15 on top chord,and 16 Ib up at 1-6-1,16 Ib up at 1-6-1,12 Ib down at 4-4-0,12 Ib down at 4-4-0,and 42 Ib down at 7-1-15,and 42 Ib down at 7-1-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 6)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If SCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,2-5=-10 Concentrated Loads(lb) Vert:8=52(F=26,B=26)9=-96(F=-48,B=-48)10=10(F=5,B=5)11=-8(F=-4,B=-4)12=-28(F=-14,B=-14) Fob Truss ��M�ONSSOR � Qty Ply 6 BEGONI�(Optiona�l) �- 8-1-2 ONIA ST JOt 6 1 9-6-10 Job Refere7.000 s May 29 2007 MiTek Industries,Inc. on No\ELgJ§13:42 2008 Pagel -2-0-0 3-0-0 2-0-0 3-0-0 so.b-r:ro 7 60o 12 2 n er 2.50 12 3.4 1 9-6-10 8-1-2 8-7-9 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=28/Mechanical,2=256/0-3-8,4=14/Mechanical Max Horz2=204(LC 6) Max Upltft3=-44(LC 7),2=-345(LC 6) Max Grav3=28(LC 1),2=256(LC 1),4=42(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-59/7 BOT CHORD 2-4=-717 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=2Dft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 44 Ib uplift at joint 3 and 345 Ib uplift at joint 2. 6)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City Ply 6 BEGONIA ST. 6 BEGONIA ST J02 MONO SCISSOR 6 1 Job Reference(optional) 10-6-10 8-1-2 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 19131;93:42 2008 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 3 Sc .1144 a 8.00 F1T T1 B1 4 2 zw 12 3.4 1 10-6-10 8-1-2 9-0-9 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vart(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:20 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical,2=300/0-3-8,4=24/Mechanical Max Horz2=275(LC 6) Max UpIIft3=-141(1-C 6),2=-343(LC 6) Max Grav3=102(LC 1),2=300(LC 1),4=72(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-129/36 BOT CHORD 2-4=-12/12 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 141 Ib uplift at joint 3 and 343 Ib uplift at joint 2. 6)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type oty Ply 6 BEGONIA ST. 6 BEGONIA ST J03 SPECIAL 13 1 Job Reference o tional 8-1-2 TOW s May 29 2007 Mi I ek Industries,Inc. Mon Nov 10V--1JZ 43 2008 Page 1 -2-0-0 5-1-2 7-0-0 2-0-0 5-1-2 1-10-14 4 stele-,:,fis 2.4 II 3 wi 6.00 12 T1 132 5 B1 6 7x8= yqI 2 2.50 F12 1 3.4 " 11-6-10 8-1-2 9-1-2 5-1-2 7-0-0 5-1-2 1-10-14 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) 0.25 2-6 >322 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.47 Vert(TL) -0.20 2-6 >407 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(TL) -0.04 5 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:28 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 4=100/Mechanical,2=356/0-3-8,5=98/Mechanical Max Horz2=345(LC 6) Max Uplift4=-109(LC 6),2=-365(LC 6),5=-108(1-C 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0148,2-3=-243/40,3-4=-81/41 BOT CHORD 2-6=-19/40,5-6=-0/O WEBS 3-6=-90/263 NOTES (7-8) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Bearing at joint(s)2 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joint 4,365 Ib uplift at joint 2 and 108 Ib uplift at joint 5. 6)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type � Oty Ply 6 BEGONI=tional 6 BEGONIA ST J61 JACK 8-6-10 2 1 Job Refere 7.C801s.21ay 29 2007 MiTek Industries,Inc. Mon y1 14:13:43 2008 Page 1 -2-0-0 1-0-0 3 2-0-0 1-0-0 Scab=1:6.9 2 6 00 12 B1 T1 4 1 3a1= 8-6-10 8-1-2 8-1-2 1-0-0 1-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.46 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:71b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=267/0-3-8,4=5/Mechanical,3=-98/Mechanical Max Horz2=136(LC 6) Max Upl ft2=-464(LC 6),3=-98(LC 1) Max Grav2=267(LC 1),4=14(LC 2),3=218(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-73/129 BOT CHORD 2-4=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 Ib uplift at joint 2 and 98 Ib uplift at joint 3. 5)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. .LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 6 BEGONIA ST. 6 BEGONIA ST J63 JACK 2 1 9-6-10 Job Reference(optional) 8-1-2 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 18_tf4;23:44 2008 Page 1 -2-0-0 3-0-0 2_0_0 3-0-0 �W-1101 600 4 T1 81 4 1 U4- 9-6-10 8-1-2 8-1-2 3-0-0 3-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight:13 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=28/Mechanical,2=256/0-3-8,4=14/Mechanical Max Horz2=205(LC 6) Max Uplift3=-43(LC 7),2=-347(LC 6) Max Grav3=28(LC 1),2=256(LC 1),4=42(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-58/8 BOT CHORD 2-4=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 43 Ib uplift at joint 3 and 347 Ib uplift at joint 2. 5)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard ;BEGO;NI�A�ST � �J65 ��JAC�K �� Oty Ply 6 BEGONIA ST. 2 1 Job Reference o tional 10-6-10 8-1-2 1 uuu s May 29 2007 Mi I ek Industries,Inc. Mon Nov 10 84113215 2008 Page 1 -2-0-0 5-0-0 2-0-0 5-0-0 0 Siem 1'144 6.00 12 T1 2 81 �l 4 1 U4- 10-6-10 8-1-2 8-1-2 5-0-0 5-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.16 Vert(TL) -0.06 2-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:19 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=102/Mechanical,2=300/0-3-8,4=24/Mechanical Max Horz2=275(LC 6) Max Uplift3=-139(LC 6),2=-345(LC 6) Max Grav3=102(LC 1),2=300(LC 1),4=72(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-126/35 BOT CHORD 2-4=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 139 Ib uplift at joint 3 and 345 lb uplift at joint 2. 5)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type City Ply 6 BEGONIA ST. 6 BEGONIA ST J67 JACK 7 1 Job Reference o tional11-6-10 8-1-2 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 18;}41:46 2008 Pagel -2-0-0 7-0-0 2-0-0 7-0-0 Srak-1'.18.2 6 00 12 T1 2 B1 4 e.a= 11-6-10 8-1-2 8-1-2 7-0-0 7-0-0 Plate Offsets MY): [2:0-0-0,0-0-41 -- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) /deft Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL) 0.12 2-4 >703 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.29 Vert(TL) -0.19 2-4 >431 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:26 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=154/Mechanical,2=356/0-3-8,4=44/Mechanical Max Horz2=346(LC 6) Max Uplift3=-218(LC 6),2=-367(LC 6) Max Grav3=154(LC 1),2=356(LC 1),4=94(LC 2) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-174/54 BOT CHORD 2-4=0/0 NOTES (6-7) 1)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)Refer to girder(s)for truss to truss connections. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 218 lb uplift at joint 3 and 367 Ib uplift at joint 2. 5)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 6)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 7)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Type Oty Ply 6 BEGONIA ST. 6 BEGON�ST �T02�� SPECIAL 1 ' 2 ,10b Reference o tional 8-1-2 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 1480142 2008 Page 1 -2-0-0 5-1-2 7-0-0 12-2-4 17-0-0 20-11-2 25-0-0 32-0-0 34-0-0 2-0-0 5-1-2 1-10-14 5-2-4 4-9-12 3-11-2 4-0-14 7-0-0 2-0-0 s.e =1'.61.4 8X12 MT20H= 2X4[I5x8= 3W= 5X5= 3 16 17 d 16 19 5 20 6 21 7 6 00 12 W2 W3 W d d 2 8 15 22 23 24 a 1 4.8 7x8= ]%I' ]X12= t _ 13 25 26 12 27 28 11 29 10 9 2.50 12 3.II 8.8= 4x5= 4.5- 3.8= 8-1-2 8-1-2 5-1-2 12-2-4 17-0-0 20-11-2 25-0-0 32-0-0 5-1-2 7-1-2 4-9-12 3-11-2 4-0-14 7-0-0 Plate Offsets(X Y) (2 0-1-0Edge] [3,0-8-8,0-1-121,[5:0-4-0,0-3-01,[T0-3-0 0-2-81 [8'0-8-8 0-0-101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) 0.65 14-15 >586 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.79 Vert(TL) -0.79 14-15 >479 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.77 Horz(TL) 0.25 8 n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight:322 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins. B3 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=2093/0-3-8,8=2090/0-3-8 Max Horz 2=-1 20(LC 6) Max Uplif2=-1866(LC 5),8=-1844(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-6614/5918,3-16=-6562/6113,16-17=-6562/6113,4-17=-6561/6113,4-18=-6381/5954,18-19=-6381/5954,5-19=-6381/5954,5-20=-4892/4527,6-20=4892/4527, 6-21=-3469/3198,7-21=-3469/3199,7-8=-3935/3497,8-9=0/49 BOT CHORD 2-15=-5323/5925,15-22=-4091/4549,22-23=-4091/4549,23-24=-4091/4549,14-24=-4091/4549,13-14=-22/124,4-14=-458/525,13-25=-129/194,25-26=-129/194,12-26=-1291194, 12-27=-3997/4378,27-28=-399714378,11-28=-3997/4378,11-29=-3997/4378,10-29=-3997/4378,8-10=-3007/3420 WEBS 3-15=-1843/2059,3-14=-2268/2355,12-14=-4395/4804,5-14=-1628/1702,5-12=-1315/1381,6-12=-580/709,6-10=-1308/1348,7-10=-1021/1249 NOTES (12-13) 1)2-ply truss to be connected together with 10d(0.148"4")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-7-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1866 Ib uplift at joint 2 and 1844 Ib uplift at joint 8. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 Ib down and 133 Ib up at 7-0-0,59 Ib down and 86 Ib up at 9-0-12,59 to down and 86 Ib up at 11-0-12,100 Ib down and 195 Ib up at 13-0-12,100 Ib down and 195 Ib up at 15-0-12,100 Ib down and 195 Ib up at 16-11-4,100 Ib down and 195 Ib up at 18-11-4,100 Ib down and 195 Ib up at 20-11-4,and 100 Ib down and 195 Ib up at 22-11-4,and 228 Ib down and 369 Ib up at 25-0-0 on top chord,and 377 to down and 417 Ib up at 7-0-0,88 Ib down and 114 Ib up at 9-0-12,88 Ib down and 114 Ib up at 11-0-12,64 Ib down at 13-0-12,64 Ib down at 15-0-12,64 Ib down at 16-11-4,64 Ib down at 18-114,64 Ib down at 20-114,and 64 Ib down at 22-114,and 279 Ib down and 175 Ib up at 24-11-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 12)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 13)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-54,3-7=-54,7-9=-54,2-15=-10,14-15=-10,8-13=-10 Continued on page 2 FJob Truss Truss Type Oty Ply 6 BEGONIA ST. ONIA ST T02 SPECIAL 1 Z Job Reference o tional 7.000 s May 29 2007 MlTek Industries,Inc. Mon Nov 10 14:13:49 2008 Page 2 LOAD CASE(S)Standard Concentrated Loads(Ib) Vert:3=-17(F)7=-188(F)5=-100(F)12=-34(F)6=-100(F)10=-233(F)16=-46(F)17=-46(F)18=-100(F)19=-100(F)20=-100(F)21=-100(F)22=-377(F)23=-88(F)24=-88(F)25=-34 26=-34(F)27=-34(F)28=-34(F)29=-34(F) Job Truss Truss Type Qty Ply 6 BEGONIA�(ontionail�� 6 BEGONIA ST T03 SPECIAL 1 1 6.1.2 Job Referen 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 148.3(52 2008 Page 1 2-0-0 5-1-2 9-0-0 12-2 4 17-7-2 23-0-0 25-8-10 32-0-0 34-0-0 2-0-0 5-1-2 3-10-14 3-2-4 5-4-14 5-4-14 2-8-10 6-3-6 2-0-0 scale=1614 6x12 MT20H= 2.4 II 3.4= 4.8= 4 5 6 7 6.60 11 2.II 2x4 W3 W5 8 3 W7 W d d ry 2 4 yl 18 7.12= 9 q 8x12= }}q 71 4.8= d 74 13 10 12 11 1x5= 2.50 12 3x4 11 6x8= 5x5= 3.4= 8-1-2 8-1-2 5-1-2 1 12-2-4 17-7-2 23-0-0 1 32-0-0 5-1-2 7-1-2 5-4-14 5-4-14 9-0-0 Plate Offsets(X Y) (2 0-1-0 Edgel [470-8-8,V- -1,dIp:0-5-4 0-2-01 19 0-1-10 Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.36 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.52 Vert(TL) -0.51 15-16 >753 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.20 9 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight:173 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP TOP CHORD Structural wood sheathing directly applied or 3-4-7 oc purlins. B3 2 X 4 SYPP No.3*Except* BOT CHORD Rigid ceiling directly applied or 4-5-3 oc bracing. o. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,9=1134/0-3-8 Max Horz2=-138(LC 7) Max Uplfft2=-554(LC 6),9=-554(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-2996/2467,3-4=-2947/2649,4-5=-2128/2007,5-6=-2109/2004,6-7=-1749/1785,7-8=-1628/1568,8-9=-1837/1652,9-10=0/49 BOT CHORD 2-16=-1968/2642,15-16=-1252/1788,14-15=0/91,5-15=-226/249,13-14=-84/113,12-13=-972/1426,11-12=-972/1426,9-11=-1196/1563 WEBS 3-16=-154/315,4-16=-954/1093,4-15=-404/572,6-15=-288/459,6-13=-570/528,13-15=-1224/1665,7-13=-410/495,7-11=-192/307,8-11=-212/333 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 Ib uplift at joint 2 and 554 Ib uplift at joint 9. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including SCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCS]1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type =UIYP =BEGONIA =uskAr 6 BEGONIA ST T04 SPECIAL MiTk Idtries,Inc. n Nov 10 14a.4fOQ 2008 Page 1 8-1-2 -2-0-0 5-1-2 1 11-0-0 2-2- 16-7-2 21-0-0 24-6-7 1 32-0-0 34-0-0 2-0-0 5-1-2 5-10-14 1-2-4 4-4-14 4-4-14 3-6-7 7-5-9 2-0-0 Sceh=1'.81.4 4.81 5x5= 2.4 11 3.8= 4 5 8 7 2"O 8 8.00 12 W4 4x5 i a 3 J w W2 5 8 q 2 8x12 18 0 5x8= 1 14 13 12 11 5x5 11 4.8= 3x4 11 5.5= 3.8=3x8= 2.50 12 8-1-2 8-1-2 5-1-2 1 12-2-4 16-7-2 21-0-0 32-0-0 5-1-2 7-1-2 4-4-14 4-4-14 11-0-0 Plate Offsets X Y: 2:0-1-0 Ed a 4:0-4-4,0-2-0 :0-2-8,0-2-4 9:0-1-3,Ed e, 15:0-2-11 0-2-8 LOADING(psf) SPACING :2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase TC 0.64 Vert(LL) 0.34 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase BC 0.69 Vert(TL) -0.74 9-11 >514 180 BCLL 0.0 Rep Stress Incr WB 0.89 Horz(TL) 0.21 9 n/a WeWeight:180 Ib BCDL 5.0 Code FBC2004/T (Matrix) LBRACING UMBER TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-14 oc purlins. BOT CHORD 2 X 4 SYP No.2"Except BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. B3 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,9=1134/0-3-8 Max Horz2=-156(LC 7) Max Uplift2=-576(LC 6),9=-576(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-3016/2545,3-4=-1771/1632,4-5=-1655/1651,5-6=-1647/1654,6-7=-1313/1403,7-8=-1519/1509,8-9=-1795/1646,9-10=0/49 BOT CHORD 2-16=-2047/2665,15-16=-1979/2556,14-15=0/87,5-15=-103/88,13-14=-37/51,12-13=-987/1437,11-12=-987/1437,9-11=-1174/1520 WEBS 3-16=-334/584,13-15=-975/1423, -16=-334/584,13-15=-975/1423,6-15=-162/339,6-13=-330/245,6-11=-298/231,7-11=-465/491,8-11=-310/475,4-15=-289/506,3-15=-1057/994 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20 t;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection:4. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 Ib uplift at joint 2 and 576 Ib uplift at joint 9. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type FQty Ply T6BEGONIA ST. 6 BEGONIA ST T05 SPECIAL 1 Reference o tional 8-1-2 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14a4102 2008 Page 1 -2-0-0 1 5-1-2 1 12-2-4 1 -0 0 19-0-0 25-2-12 32-0-0 34-0-0 2-0-0 5-1-2 7-1-2 0-9-12 6-0-0 6-2-12 6-9-4 2-0-0 Scale=1614 3.4 115x8 4X12 MT20H� 6 00 FiT a 5 6 sxe c 5x8 C 3 W5 W2 rs W7 3 �I 2 15 7x12— 8 cY Sze= ja l4l 4x8. 13 12 11 8 0 = 2.50T2 4X5 II 6.12= 3.4= 2x4 II 3.8 8-1-2 8-1-2 5-1-2 1 12-2-4 19-0-0 25-2-12 32-0-0 5-1-2 7-1-2 6-9-12 6-2-12 6-9-4 Plate Offsets(X Y) [2'0-1-0 Edge] 13:0-4-0,0-3-01,[&0-5-0 0-2-01 [6-0-7-4,0-1 81 [T0 4-0 0-3-01 [8'0 8 8 0 0 101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.31 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.44 14-15 >856 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.20 8 n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) Weight:182 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-4-14 oc bracing. B3 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-12 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,8=1134/0-3-8 Max Horz2=-174(LC 7) Max Uplift2=-595(LC 6),8=-650(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-3007/2518,3-4=-1703/1626,4-5=-1529/1670,5-6=-1195/1379,6-7=-1402/1413,7-8=-1855/1688,8-9=0/49 BOT CHORD 2-15=-2000/2652,14-15=-1706/2160,13-14=0/97,4-14=-114/164,12-13=-80/109,11-12=-1228/1577,10-11=-1228/1577,8-10=-1228/1577 WEBS 3-14=-770/846,12-14=-771/1269,5-14=-586/598,5-12=-293/172,6-12=-210/329,7-12=-447/555,7-10=0/208,3-15=-433/739 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category 11;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 595 Ib uplift at joint 2 and 650 Ib uplift at joint B. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss JTruss Type Qty Ply 6 BEGONIA ST. 6 BEGONIA ST TO6 SPECIAL 1 1 Job Reference o tional 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 1464(029 2008 Page 1 8-1-2 -2-0-0 6-11-6 1 12-2-4 15-0-0 17-0-0 24-2-12 32-0-0 34-0-0 2-0-0 6-11-6 5-2-14 2-9-12 2-0-0 7-2-12 7-9-4 2-0-0 Scab 1:81.4 5X5= 4x12 5 8 8 W 3.4 11 4 3.10 MT20HI W 7 2x4 11 5x8 i N7 8 d 3 YJ2 4 9 2 8x12- 10 18 5.8= 1 14 13 12 11 3.8= 4.81 2.50 FIT 20 11 5.8= 3.= 4.5= 8-1-2 8-1-2 5-1-2 12-2-4 15-0-0 24-2-12 132-0-0 5-1-2 7-1-2 2-9-12 9-2-12 7-9-4 Plate Offsets X,Y: 2:0-1-O,Ed e, 3:0�-0.0-3-0, 5:0-2-8.0-2-4 6:0-7�D-1-8 0-0-10 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.32 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.45 15-16 >855 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.19 9 n/a n/a Weight:186 Ib BCDL 5.0 Code FBC2004/7PI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-4-7 oc bracing. B3 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-11 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,9=1134/0-3-8 Max Horz2=-192(LC 7) Max UpIKQ=-612(LC 6),9=-630(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-3004/2556,3-4=-1706/1658,4-5=-1655/1822,5-6=-1056/1294,6-7=-1729/2007,7-8=-1821/1983,8-9=-1829/1682,9-10=0/49 BOT CHORD 2-16=-2035/2650,15-16=-1735/2159,14-15=-21/0,4-15=-223/383,13-14=-97/31,12-13=-624/1069,11-12=-624/1069,9-11=-1207/1547 WEBS 3-15=-764/846,13-15=-52311089,5-15=-963/1004,5-13=-308/131,6-13=-205/200,6-11=-842/698,8-11=-404/659,3-16=-441/736 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 612 Ib uplift at joint 2 and 630 Ib uplift at joint 9. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job ���SIECITIYI' uss e Qty Ply 6 BEGONIA ST. 6 BEGONIA ST 4 1 8-1-2 Job Reference o tional 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14:18�5ftp008 Page 1 2-0-0 6-11-6 12-2-4 16-0-0 24-0-0 2-0-0 6-11-6 5-2-14 32-0-0 34-0-0 3-9-12 8-0-0 8-0-0 2-0-0 S. =160.8 10x12 II 5 6.00 12 44 11 4 ,N 3x10 MT20H� 5.81 4x5 6 3 T W2 4 2 15 7x11- 5x8= 8 1x8: 13 12 it 10 S 2.50 12 2x4 II 4x8= 3.4= 3x8= zx4 u 8-1-2 8-1-2 5-1-2 1 12-2-4 16-0-0 24-0-0 32-0-0 5-1-2 7-1-2 3-9-12 8-0-0 8-0-0 Plate Offsets(X Y):[2:0-11-0Edge] [10-4-0,0-3-0,0-3-0] [8:0-8-8 0-0-10] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Verl 0.32 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.44 14-15 >860 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.20 6 n/a n/a MT20H 187/143 BCDL 5.0 Code FBC2004/TP12002 (Mat x) Weight 176 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP TOP CHORD Structural wood sheathing directly applied or 3-3-11 oc purlins. B3 2 X 4 SYPP N3 o.*Except* BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. WEBS 2 X 4 SYP No. WEBS 1 Row at midpt 7-12 REACTIONS (Ib/size) 2=1134/0-3-8,8=1134/0-3-8 Max Horz2=-201(LC 7) Max Uplift2=-619(LC 6),8=-619(LC 7) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-3003/2576,3-4=-1705/1670,4-5=-1621/1779,5-6=-1221/1310,6-7=-1238/1280,7-8=-1826/1700,8-9=0/49 BOTCHORD 2-15=-2053/2648,14-15=-1752/2160,13-14=-1/23,4-14=-222/274,12-13=-94/48,11-12=-1222/1544,10-11=-1222/1544,8-10=-1222/1544 WEBS 3-14=-769/857,12-14=480/1004,5-14=-836/903,7-10=0/262,5-12=-165/177,7-12=-601/745,3-15=-442/732 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord We load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection:5. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 619 Ib uplift at joint 2 and 619 Ib uplift at joint 8. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehhnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Joh Truss Truss Type Qty Ply 6 BEGONIA ST. SPECIAL 3 1 6 BEGONIA ST TOB Job Reference o tional 7.000 s May 29 2007 MiTeku.Q:ries,Inc. Mon Nov 10 14:1 OB Pagel 8-1-2 8-0-0 16-0-0 21-512 25-8-8 32-0-0 34-0-0 -2-0-0 8-0-0 5-5-12 4-2-12 6-3-8 2-O-s0ae.,:eoe 2-0-0 8-0-0 10.12 II 5 B 00 FiT 5.81 3.10 MT20H4 8 W4 4.51 4 3 W2 WB 4x511 7 12 8x8= 4 13 h 4x5: 2.50 12 8 14 8x8 y� 2 2x4 II j$ C 8 1 5.5= 4x5: 3x8 II 8-1-2 8-1-2 8-1-2 8-0 0 16 0-0 25-8-8 25-10-4 32-0-0 9-8-8 0-1-12 6-1-12 8-0-0 8-0-0 Plate Offsets X Y: 6:0 4-0 0-3-0, 8:0-1-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL) 0.25 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.34 11-12 >911 180 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.15 10 n/a n/a BCDL 5.0 Code FBC2004/TPl2002 (Matrix) Weight:151 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2*Except* BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. B4 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 10=1128/0-3-8,8=219/0-3-8,2=921/0-3-8 Max Horz 2=-201(LC 7) Max Uplift10=-464(LC 6),8=-458(LC 7),2=-553(LC 6) Max GravlO=1128(LC 1),8=255(LC 11),2=921(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-2185/1992,3-4=-1231/1083,4-5=-1215/1113,5-6=-1184/1136,6-7=0/316,7-8=0/261,8-9=0/49 BOT CHORD 2-14=-1515/1910,13-14=-1515/1899,12-13=-1506/1908,11-12=-498/783,10-11=-1103/909,7-11=-278/415,8-10=-160/21 WEBS 3-14=0/243,3-12=-874/1100,5.12=-492/620,6-12=-41/336,6-11=-1356/909 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specked. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)All plates are MT20 plates unless otherwise indicated. 5)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection:5. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 464 Ib uplift at joint 10,458 Ib uplift at joint 8 and 553 Ib uplift at joint 2. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 6 BEGONIA ST. 6 BEGONIA ST T09 SPECIAL 2 1 8-1-2 8_1_2 Job Reference o tional 7.000 s May 29 2007 MiTek ries,In�Mon 10 14:1 . �08Page 1 -2-0-0 4-3-8 8-8-12 16-0-0 21-5-12 25-8-8 32-0-0 34-0-0 2-0-0 4-3-8 4-5-4 7-3-4 5-5-12 4-2-12 6-3-8 2-0-0 Sole•1:60.8 10.12 II 5 8 FIT 5.81 5.81 S 4 W5 W3 We 4.5 II 4x5 7 3 W1 12 8x8= 13 1 g - 4x5- gM 2.50 1I 6.8 8 1 y 5.5= Id 9 2.4 II 4.5 I I 5.5= 8-1-2 8 1 2 8-1-2 8-1-2 4-1-12 4- -8 8-8-12 16-0-0 25-8-8 25-AO-4 32-0-0 4-1-12 0-1-12 4-5-4 7-3-4 9-8-8 0-1-12 6-1-12 Plate Offsets X,Y: 2:0-1-10 Ed e, 4:0-4-0 0-3-0, 6:0 4-0 0-3-0, 8:0-1-10 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.09 8-10 >763 240 TCDL 7.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.30 11-12 >872 180 MT20 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.61 Hoa TL 0.05 10 n/a n/a BCDL 5.0 Code FBC2004ITP12002 ( ) (Matrix) Weight:160 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2'Except- TOP CHORD Structural wood sheathing directly applied or 5-9-4 oc purlins. B2 2 X 4 SYP No.3,B5 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-8-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=193/0-3-8,15=877/0-3-8,10=926/0-3-8,8=273/0-3-8 Max Horz2=202(LC 6) Max UpIiN2=-279(1-C 4),15=-504(LC 6),10=-414(LC 7),8=-470(LC 7) Max Grav2=208(LC 10),15=877(LC 1),10=926(LC 1),8=282(LC 11) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/49,2-3=-129/258,3-4=-1040/1106,4-5=-947/889,5-6=-915/909,6-7=0/462,7-8=-29/358,8-9=0/49 BOT CHORD 2-15=-138/121,14-15=-874/791,3-14=-804/749,13-14=-188/201,12-13=-636/914,11-12=-414/680,10-11=-893/731,7-11=-291/424,8-10=-85/0 WEBS 3-13=-819/1072,4-13=-262/282,4-12=-212/446,5-12=-305/432,6-12=-16/238,6-11=-1004/614 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Extedor(2)zone; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)The following joint(s)require plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection:5. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 279 Ib uplift at joint 2,504 Ib uplift at joint 15,414 Ib uplift at joint 10 and 470 Ib uplift at joint 8. 6)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Truss Truss Type Qty Ply 6 BEGONIA ST. Job 1 T11 SCISSOR 7 6 BEGONIA ST Job Reference o tional 7.000 s May 29 2007 MIT Industries,Inc. Mon Nov 10 14:18;5(L�008 Page 1 8-1-2 -2-0-0 7-2-3 10-6-4 16-0-0 21-5-12 24-9-13 32-0-0 34-0-0 5-5-12 3-4-1 7.2.3 2-0-0 2-0-0 7-2-3 3-4-1 5-5-12 ��=reoe 10.12 11 80012 5 5.5 i 54 c 8 4 W3 W3 2.4-1 2x4 G 7 3 W1 W1 11 5.8= 10 2 SxB 5%B. 2.5012 8 4.8= 4xB= 8-1-2 8-1-2 9-8-15 16-0-0 22-3-1 32-0-0 9-8-15 6-3-1 6-3-1 9-8-15 Plate Offsets X Y: 2:0-1-O,Ed a 4:0-2-8,0-3-41,[&0-2-8,0-3-4j,[8:0-1-0,Ed e, 10:0-4-0,0-3-0 12:0-4-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.47 11 >818 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.65 B-10 >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.41 8 n/a n/a Weight:150 Ib BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,8=1134/0-3-8 Max Horz2=200(LC 6) Max Uplift2=-619(LC 6),8=-619(1-C 7) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-2929/2609,3-4=-2611/2381,4-5=-1957/1751,5-6=-1957/1751,6-7=-2611/2381,7-8=-2929/2609,8-9=0/48 BOT CHORD 2-12=-2080/2587,11-12=-1634/2282,10-11=-1634/2282,8-10=-2080/2587 WEBS 3-12=-274/442,4-12=-261/350,4-11=-595/709,5-11=-1124/1357,6.11=-595/709,6-10=-261/350,7-10=-274/442 NOTES (7-8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 619 Ib uplift at joint 2 and 619 Ib uplift at joint 8. 6)This truss Is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 7)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FI.32224-904.821.5200 8)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss - Truss Type 6 BEGONIA ST Oty ��Y6 BEGONI�ST T12 SPECIAL 1 8-1-2 Job Refereonal 7.000 s May 29 2007 MiTek Indusfries,Inc. Mon Nov 10 14:18;5)y�006 Page 1 2-0-0 6-11-6 9-8-15 15-0-0 17-0-0 2-0-0 22'3-1 25-0-10 32-0-0 6-11-6 2-9-9 5-3-1 34-0-0 2-0-0 5-3-1 2-9-9 6-11-6 2-0-0 Scab=160.8 5.81 5.8 5 B 6.00 12 4 2x4 II W3 W5 2X4 II 5X8 i 5x8 3 8 W1 W1 12 5.8- 13 x8=13 7 5.8 2 = 250 FIT5X8 9 1 4.8 m 06 8-1-2 8-1-2 9-8-15 16-0-0 22-3-1 32-0-0 9-8-15 6-3-1 6-3-1 9-8-15 Plate Offsets(X Y) [2 0-1-0 Edge] [3 0-4-0 0-3-01 [5:04-4 0-2-01 [61044 0-2-01 [8 0-4-0 0-3-01 [9 0 1 0 Edge] [11 O4 0 0 3 O1 [13 O4 D 0 3 Ol LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Vert(LL) 0.46 12-13 >825 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.65 9-11 >582 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.39 9 n/a n/a BCDL 5.0 Code FBC2004rrP12002 (Matrix) Weight:1601b LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins.WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. REACTIONS (Ib/size) 2=1134/0-3-8,9=1134/0-3-8 Max Horz2=-192(LC 7) Max Uplift2=-612(LC 6),9=-612(LC 7) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-2932/2594,3-4=-2615/2361,4-5=-2627/2523,5-6=-1876/1781,6-7=-2627/2523,7-8=-2615/2361,8-9=-2932/2594,9-10=0/48 BOT CHORD 2-13=-2068/2591,12-13=-1050/1826,11-12=-1050/1826,9-11=-2068/2591 WEBS 3-13=-272/420,4-13=-184/323,5-13=-909/758,5-12=-212/484,6-12=-212/484,6-11=-909!758,7-11=-184/323,8-11=-272/420 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 612 Ib uplift at joint 2 and 612]b uplift at joint 9. 7)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCS]1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard �Job TrussTruss Type6 BEGONIA ST. SPECIALBEGONIA ST T13 Job Reference o lional 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14:1g*F08 Page 1 8-1-2 1 9-0-0 25-1-9 32-0-0 34-0-0 -2-0-0 6-10-7 13-0-0 2-0-0 6-0-0 6-1-9 6-10 7 6.1.9 2_0_0 6-10-7 8ca1e=1eo8 5.81 5X8 4 5 6 00 12 W4 W4 W 3 5X8 4 5.81 6 3 W2 W2 11 5X8= 12 10 5X8= 5z8 250 12 9 7 13 2.4 11 2 (} 2.4 11 d 8 1 4.8= 44 8-1-2 8-1-2 6-10-7 1 11-8-6 1 16-0-0 20-3-10 25-1-9 32-0-0 6-10-7 4-9-15 4-3-10 4-3-10 4-9-15 6-10-7 Plate Offsets(X,Y): 2:0-1-0,Ed e, 3:0-4-0.0-3-41,14:0-4-4,0-2-0], 5:0-4-4,0-2-01, 6:0-4-0 0-3-4 7:0-1-0 Ed a 10:0 -0 0-3-0 12:0 -0,0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lld PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.69 Vert(LL) 0.46 11 >820 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.61 11 >622 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.42 7 nla n/a Weight:152 Ib BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-6 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,7=1134/0-3-8 Max Horz2=173(LC 6) Max Uplif2=-595(LC 6),7=-595(LC 7) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-2981/2564,3-4=-2402/2095,4-5=-2390/2112,5-6=-2402/2095,6-7=-2981/2564,7-8=0/48 BOT CHORD 2-13=-2047/2631,12-13=-2051/2630,11-12=-1284/2039,10-11=-1284/2039,9-10=-2051/2630,7-9=-2047/2631 WEBS 3-13=0/185,3-12=-510/673,4-11=-330/600,5-11=-330/600,6-10=-510/673,6-9=01185,4-12=-308/312,5-10=-308/312 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing at joint(s)2,7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 595 Ib uplift at joint 2 and 595 Ib uplift at joint 7. 7)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job �TrussTruss Type6 BEGONIA ST Qty Ply 6 BEGONIA ST.SPECIAL 1 1 8-1-2 Job Reference optional) 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14:18*LWO8 Page 1 '2-0-0 5-10-5 11-0-0 16-0-0 21-0-0 26-1-9 2-0-0 5-10-5 5-1-11 32-0-0 34-0-0 5-0-0 5-0-0 5-1-9 5-10-7 2-0-0 Srak=180.8 4x12 i 2x4 II 4x12 4 5 6 W3 � BAB 12 2.4_ 5 3 2x4= W1 7 WB 11 5x8= 2 10 qn 2 5x8= 2 50[IT 5.8 C 8 n .xe= 1$ 9 4.8 8-1-2 8-1-2 9-9-0 16-0-0 22-3-0 32-0-0 9-9-0 6-3-0 6-3-0 9-9-0 Plate Offsets(X Y) f2 0-1-0 Edge] K0-7-12,0-1-12],0-1-12] [&0-7-12,0-1-la f8 0-1-0 Edge] 110.0-4-0 0-3 O1 f12-0-410 0 3 Ol LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP LBCLL L 20.0 Plates Increase 1.25 TC 0.68 Vert(LL) 0.60 11 >630 240 MT20 244/190 L 7.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.80 11 >475 180 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.49 8 n/a n/a L 5.0 Code FBC2004/TP12002 (Matrix) Weight:148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc purlins.WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 4-3-15 oc bracing. REACTIONS (Ib/size) 2=1134/0-3-8,8=1134/0-3-8 Max Horz2=156(LC 6) Max UplifQ=-576(LC 6),8=-576(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-2985/2616,3-4=-2600/2204,4-5=-3479/2930,5-6=-3480/2930,6-7=-2603/2208,7-8=-2985/2616,8-9=0/48 BOT CHORD 2-12=-2107/2646,11-12=-1489/2234,10-11=-1494/2240,8-10=-2106/2646 WEBS 3-12=-332/558,4-11=-1013/1423,5-11=-249/253,6-11=-1007/1416,7-10=-327/552,4-12=-190/354,6-10=-188/353 NOTES (8-9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)Bearing atjoint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 576 Ib uplift at joint 2 and 576 Ib uplift at joint 8. 7)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 8)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 9)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03, should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 6 BEGONIA ST. 1 6 BEGONIA ST T15 SPECIAL 1 Job Reference o tional 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14g.5)CQ 2008 Page 1 8-1-2 g-p-p 16-0-0 23-0-0 26-10-14 32-0-0 34-0-0 -2-0-0 5-1-2 3-10 14 5-1-2 2-0-0 2-0-0 5-1-2 3-10-14 7-0-0 7-0-0 Scale=1:61.4 4.12 MT20H i 4.12 MT20HI 2.4 II 4 5 6 2.4 II 5.00 12 20 II 2 W3 W3 7 d 3 4 5 I9 2 12 1113 0 1 6.12= 3x10 MT20H= 6.12= 9 3.5= 4.8= 4.S 2.50 Fif 8-1-2 8-1-2 5-1-2 1 9-0-0 16-0-0 23-0-0 26-10-14 32-0-0 5-1-2 3-10-14 7-0-0 7-0-0 3-10-14 5-1-2 Plate Offsets X,Y: 2:0-1-O,Ed e, 4:0-7 4,0-1-8, 6:0-7-4 0-1-8, 1-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d7MT20 ES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.65 Vert(LL) 0.44 10-11 >857 240244/190 TCDL 7.0Lumber Increase 1.25 BC 0.68 Vert(TL) -0.83 10-11 >456 1BOH 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.31 8 n/a n/at:1521b BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1134/0-3-8,8=113410-3-8 Max Horz2=137(LC 6) Max Uplfft2=-554(LC 6),8=-554(LC 7) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-3011/2445,3-4=-2929/2605,4-5=-2322/2166,5-6=-2322/2166,6-7=-2929/2605,7-8=-3011/2445,8-9=0/48 BOT CHORD 2-13=-1948/2656,12-13=-1290/1811,11-12=-1290/1811,10-11=-1290/1811,8-10=-1948/2656 WEBS 3-13=-110/271,4-13=-870/1070,4-11=-447/680,5-11=-396/463,6-11=-4471680,6-10=-870/1070,7-10=-110/271 NOTES (9-10) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-02;120mph(3-second gust);h=20 t;TCDL=4.2psf;BCDL=3.Opsf;Category ll;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.60.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)All plates are MT20 plates unless otherwise indicated. 6)Bearing at joint(s)2,8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 554 Ib uplift at joint 2 and 554 Ib uplift at joint 8. 8)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 9)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 10)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply �BEGONIA�ST. ����, 6 BEGONIA ST T16 SPECIAL 1 8-1-2 2 eerence o tional 7.000 s May 29 2007 -11.11-11'...dInc. Mon Nov 10 14�5j02 2008 Page 1 -2-0-0 5-1-2 7-0-0 12-11-7 19-0-9 25-0-0 6-10-1 32-0-0 34-0-0 2-0-0 5-1-2 1-10-14 5-11-7 6-1-3 5-11-7 1-10-14 5-1-2 2-0-0 sple=1614 6x12 MT20H= 2.411 3x10 MT20H= 3x4= 6x12 MT20H= a n 2x4 II 16 5 18 6 ] 20 21 6 6.00 12 3 xd II 2 Mw3 W3 � 6 d 2 18 22 23 26 /5 14 1 6.12 MT20H= 4x6= 3x10 MT20H= 25 13 26 2] 26 12 10 t 46: 4x5= 6x12 MT20H_ 1a 11 2.50 12 4x6 8-1-2 8-1-2 5-1-2 12-11-7 19'0-9 26-10-14 32-0-0 5-1-2 7-10-5 6-1-3 7-10-5 Plate Offsets X,Y: 2:0-1-0,Ede 4:0-8-8,0-1-12 8:0-8-8,0-1-12, 10:0-1-0 Ede 5-1-2 LOADING(psf) SPACING 2-0-0 CSI DEFL in loc I/deft Lld �BBCDL LL 20.0 Plates Increase 1.25 TC 0.59 ( ) PLATES GRIP DL 7.0 Lumber Increase 1.25 Vert(LL) 0.83 12-13 >459 240 MT20 244/190 CLL 0.0 BC 0.89 Vert(TL) -1.0012-13 -382 180 MT20H 187/143 Rep Stress Incr NO WB 0.38 Horz(TL) 0.38 10 n/a n/a - 5.0 Code FBC2004/TPI2002 (Matrix) Weight:304 Ib LUMBER TOP CHORD 2 X 4 SYP No.2 BRACING BOT CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins. WEBS 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. REACTIONS (Ib/size) 2=2094/0-3-8,10=2092/0-3-8 Max Horz2=-119(1-C 6) Max Upltf2=-1880(LC 5),10=-1864(LC 6) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/48,2-3=-6543/5880,3-4=-6291/5740,4-17=-6668/6261,17-18=-6668/6261,5-18=-6667/6261,5-19=-6667/6262,6-19=-6667/6262,6-7=-6667/6262,7-20=-6668/6232, BOT CHORD 2-16=-5276/5844,=-6668/ 16-22=41682/4588,22-23=-4169/6232, 682/458/5711,7, 3-24=-4182/4587,15-24=-4182/4587,14-15=-6133/6668,14-25=-6133/6668,13-25=-6133/6668,13-26=-4116/4585, 26-27=-4116/4585,27-28=-4116/4585,12-28=-4116/4585,10-12=-5196/5839 WEBS 3-16=-403/389,4-16=-1608/1820,4-15=-2248/2328,7-15=-71/60,8-13=-2226/2309,8-12=-155211616,9-12=-408/393,5-15=-449/436,7-13=469/450 NOTES (12-13) 1)2-ply truss to be connected together with 10d(0.148"x3")nails as follows: Top chords connected as follows:2 X 4-1 row at 0-9-0 oc. Bottom chords connected as follows:2 X 4-1 row at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-02;120mph(3-second gust);h=20ft;TCDL=4.2psf;BCDL=3.Opsf;Category Il;Exp C;enclosed;MWFRS; Lumber DOL=1.60 plate grip DOL=1.60. 5)Provide adequate drainage to prevent water ponding. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)All plates are MT20 plates unless otherwise indicated. 8)Bearing atjoint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1880 Ib uplift atjoint 2 and 1864 Ib uplift atjoint 10. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)60 Ib down and 133 Ib up at 7-0-0,59 Ib down and 86 lb up at 9-0-12,59 Ib down and 86 Ib up at 11-0-12,59 Ib down and 86 Ib up at 13-0-12,59 Ib down and 86 Ib up at 15-0-12,59 Ib down and 86 Ib up at 16-114,59 Ib down and 86 Ib up at 18-114,59 Ib down and 66 Ib up at 20-114,and 59 Ib down and 86 Ib up at 22-114,and 87 Ib down and 133 Ib up at 25-0-0 on top chord,and 377 Ib down and 417 lb up at 7-0-0,88 Ib down and 114 Ib up at 9-0-12,88 Ib down and 114 Ib up at 11-0-12,88 Ib down and 114 Ib up at 13-0-12,88 Ib down and 114 Ib up at 15-0-12,88 Ib down and 114 Ib up at 16-11-4,88 Ib down and 114 Ib up at 18-114,88 Ib down and 114 Ib up at 20-114,and 88 Ib down and 114 Ib up at 22-114,and 377 Ib down and 417 Ib up at 24-114 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)This truss is designed for a creep factor of 2.00,which is used to calculate the total load deflection. 12)Apex Technology is a fictitious name owned by Jax Apex Tehcnology Inc.,a Florida corporation. Florida engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,Fl.32224-904.821.5200 13)THIS DRAWING IS NOT SUFFICIENT ALONE FOR INSTALLATION. Additional instructions accompanying this truss drawing,including BCSI 1-03 ,should be used in conjunction with the architectural and structural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page,please contact Apex Technology for a free copy. LOAD CASE(S)Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-54,4-8=-54,8-11=-54,2-16=-10,12-16=-10,10-12=-10 Continued on page 2 EJob" Truss Truss Type Qty Ply �6.B.EGOINIA—ST. T16 SPECIAL 1 ONIA ST erence o tional 7.000 s May 29 2007 MiTek Industries,Inc. Mon Nov 10 14:15:08 2008 Page 2 LOAD CASE(S)Standard Concentrated Loads(Ib) 6(B)22=-377(B)23=-88(B)24=-8B(B)25=-88(8 Vert:4=-47(B)Load(B)6=+16(8)8=-47(8)14=-88(8)15=-88(8)7=46(8)13=-88(8)5=-46(8)17=46(8)18=-46(8)19=46(6)20=46(8)21=-4 26=-88(6)27=-88(B)28=-377(8) Y d? k � r a ; 7-6-11,U rurc Tri_ _�. Uri ; . U --- .w� 3�- zz _ TO �. g— P1+ Y is . r G -tea -- �7 7 *� l �T l J fes_•—�—� �3.y �. w - z a 7-0 AM t . F rn , 'x J a Lo sy Y• r ��� s ;F 5. 4. r x ry= g a s , as 4 y^ t A r Y P % S Y h r . f , 1 4. �= Sk .evky it F�Y C, �;�:. •.,;i' "�'.yµ1 w, ':, i f . > PERMIT WORKSHEET Certificate of Occupancy Job Address: Type Work: Property Owner: A1,11.1 1f Phone # Contractor: tItit0c] Phone # Permit M OT Date Issued: Tree Permit# Foundation Permit# Demolition Permit# BUILDING ELECTRIC # MECHANICAL # PLUMBING # Tem .Power# Footing JEA Release Date Temp. Power Slab Letter Rec'd. Underslab Tie Beam Temp Pole# Lintel JEA Release Gas Piping Date Nailing/ Water/ Sheathing Sewer Rough/ Framing Rough Rough Top out Insulation JEA Release Date Building Electric Mechanical Plumbing Final Final Final Final JEA Release Date Drainage Inspection: Pool Permit# Inspections: Steel Final Elec./Grounding Final Roofing Permit# Inspect: Nailing/Sheathing Final Fire Inspection: Failed Inspections: Date Paid: CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001698 Date 4/03/09 Property Address . . . . . . 680 BEGONIA ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 ------------------------------------------------------------------ Application desc new home --------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ QUALITY REMODELING & FRAMING 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/30/09 ---------------------------------------------------------------------------- Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent HtQo�$Public } Utilities . PERMIT AAdib4A'Cf' I4tWAL44WF A OA'gTICqtEVPH &fl4WEafAP`-tM FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD =` ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 `"y r1�i13r� Page 2 Application Number . . . . . 08-00001698 Date 4/03/09 --------------------------------------------------------------------------- Special Notes and Comments Post construction survey required to document proper construction of retention areas . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. APR-01-2009(WED) 07:15 Property Law, P. A. (FAX)9042420954 P.001/001 CITY OF ATLANTIC BEACH am$ MINKXC RM,ATLANMC BLUM.FL=33 08-ri I I I OFFICE:(IDIN7.100 a W NO.:")2a4W5 ELECTRICAL PERMIT APPLICATION DUVAL COUNTY E-C,t bit cv 94/1/0 6$ 0DNo , ES PERMITS: 4.NAME. L ADDRESS IF DIFFUREW FROM Joe ADDRESM- 3ZEIF7 g.pM),*, Ke-u 14r- cmocj—1 44?9 J-10Q;aMas+ A*, 07q7 7.NAME OF COMPANY: e.ADONEve.; S-T- Pkk*,"S7VJP- 9.STATE OF FURICA U"NSE NO: 10.CELL PNONF-, FAX No.; c---IE4- 15 Z3 .410 L/ 12 EMAIL ADDRESS: 11 OFFICE PHONE: ,Tc)wr a V-4%cti%x 44 erb EAE-#,-%r-LC. b*cl- "7.3.7 IS.Applicatilon Is hereby made to Wain a permit to do the work and insisPAtIons as lmdk=W. I Cortify that all work will be performed Ila meat ft standards of all laws regulating construction in this Jurisdiction. This permit becomes null and void If work Is not cornmencod within six(6) months,or If construction or work Is suspended or abandoned for a period of six(6)monitslialm twin!g*after work is oommoneW. CONTRACTORS ZGNA14E-' ,40< [3 MULTI FAMILY-0 OF UNITS: P4ESIDENTIAL SINGLE FAMILY 13 TEMP SERVICE 0 COMMERCIAL 93 ADDITION 0 TRAILOR 19.1111UNDIN ID. UI k MM COM-Qw.ww"wwwilewuo Ko 13 ALTERATION 0 SIGN 0 OLD X NEW0495 NATIONAL ELECTRICAL CODE U REPAIR 13 POOL I SPA n REwIRi e..0 OTHER; _rAL'0MZ= M-Em 20.TYPE OF SERVICE: 0 OVERHEAD 13UNDERGROUND NDERGROUND UP POLE 21.NEW SERVICE: CONDUCTORS PER PHASE:--J _ 13 POWER 19 ON -01*0WER IS OFF 22.SIZE OF CONDUCTOR; -9/j2 AMPACITY:_j yo 13COPPER otr4LUMINUM 2&SWITCH OR NRLMMSM: AMPS,-LM— PH: I W: 3 VOLT:2:Y-Q_ RACEWAY SIZE: 24,EXISTING SERVICE SIZE* AMPS:— PH;— W;— VOLT:— RACEWAY SIM: 25.FEEDERS: #OF_ AMPS:_ I OF_ AWS._ 0 OF— AMPS. 26.LIGHTING FIXTURES: INCANDESCENT:— FLUORESCENT&M.V.: 27.FIXED APPLIIANC'1:$: 0-30 AMPS. 31-100 PS: OVER 100AMPS: 28.FIRE ALARM: 13 YES 13 NO n00 NOT APPLY TO NEW SINGLE F MUI.TI:MFML'TlkliD;tOQM-ji-ooMQNS -31 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100AMPS: — 31,SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100AMPS: #OF UNITS: J COMP.MOTOR HP RATING: 3TP4 AMPS: SO HEAT KW: #OF UNITS: COMP.MOTOR HP RATING- AMPS:3Q HEAT KW- NUMBER: VOLTAGE: HP; KVA: NUMBER:_ VOLTAGE: HP: KVA: UNDER 800V: NUMBER,— KVA. OVER GOOV, NUMBER- KVA: 0;tM1..IME DESCRIBE IN DETAIL: COAS FMIA V41.00412:RGVtSSO:.V1042000 CITY OF ATLANTIC BEACH Q p 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 O V I I s OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@ C OA B.U S ELECTRICAL PERMIT APPLICATION DUVAL COUNTY 13 NO / Do t!a YES PERMIT#: a r ^si °ow,"K° »z „9Y' ,-d. $I,„ILL 4.NAME: 5.ADDRESS IF DIFFERENT FROM JOB ADDRESS. 3Zz7`7 6.PHONE: Ke-j14 , Ove, -71r40Tq 7 7.NAME OF COMPANY: 8.ADDRESS.: � � � � C-H-L t-k i,J C'�71 t ' -1 NC. 3 Cn & O u S T d?- 9.STATE OF FLORIDA LICENSE NO: 10.CELL PHONE: 11.FAX NO.: ` 15 ' $�{2 VIOL/ 12.EMAIL ADDRESS: 13.OFFICE PHONE: 14 TC Q— 1kuA,�Ec,���x�C .X)e '73-7- o O 15.Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) months,or if construction or work is suspended or abandoned for a period of six(6)months at any time after work is commenced. CONTRACTORS SIGNA E: quer:. ' ❑MULTI FAMILY-#OF UNITS: ESIDENTIAL " SINGLE FAMILY ❑TEMP SERVICE ❑COMMERCIAL �❑ADDITION ❑TRAILOR 11 ; ,-.51, 13 ALTERATION ❑SIGN ❑OLD Iq NEW 5 NATIONAL ELECTRICAL CODE ❑REPAIR ❑POOL/SPA ❑REWIRE ❑OTHER: "�1 ME x E::`�s �r5�1� ',t,: qw•z� ° s�t "s,. L>_,a r rat S-F 20.TYPE OF SERVICE: ❑OVERHEAD ❑ UNDERGROUND 6TfVNDERGROUND UP POLE 21. NEW SERVICE: CONDUCTORS PER PHASE:--1 _ ❑ POWER IS ON ��ROWER IS OFF 22.SIZE OF CONDUCTOR: a AMPACITY: / $-0 ❑COPPER LUMINUM 23.SWITCH OR BREAKER SIZE: AMPS: f'�'b PH:—I W: 3 VOLT:zYo RACEWAY SIZE: 24.EXISTING SERVICE SIZE: AMPS: PH: W: VOLT: RACEWAY SIZE: 25.FEEDERS: #OF AMPS: #OF AMPS: #OF AMPS: 26.LIGHTING FIXTURES: INCANDESCENT: FLUORESCENT&M.V.: 27.FIXED APPLIANCES: 0-30 AMPS: 31-100 A PS: OVER 100 AMPS: 28.FIRE ALARM: ❑YES ❑NO 29-31 DO NOT APPLY TO NEW SINGLE FAMILY,MULTI- MILY AND ROOM ADDITIONS 29.SMOKE DETECTORS: NUMBER: 30.RECEPTACLES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: 31.SWITCHES: 0-30 AMPS: 31-100 AMPS: OVER 100 AMPS: #OF UNITS: 1 COMP. MOTOR HP RATING: 3T-01%) AMPS: O HEAT KW: �"' #OF UNITS: ( COMP. MOTOR HP RATING: AMPS: 3 o HEAT KW: S NUMBER: VOLTAGE: 9� > �, H P: KVA: NUMBER: VOLTAGE: HP: KVA: r ,r UNDER 60OV: NUMBER: KVA: OVER 600V: NUMBER: KVA: mmmww- DESCRIBE IN DETAIL: COAB FORM BLDG02:REVISED:1/10/2008 Il�p CITY OF ATLANTIC BEACH SSl 800 SENIINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 08-00001698 Date 1/15/09 Property Address . . . . . . 680 BEGONIA ST Application type description RESIDENTIAL ADDITION/ALTERATION Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 120000 ------------------------------------------- Application desc new home ------------------------------------------------------ Owner Contractor ------------------------ ------------------------ QUALITY REMODELING & FRAMING 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 --------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE 5-A Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . ZONE X ---------------------------------------- Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 520 . 00 Plan Check Fee . 00 Issue Date Valuation . . . . 120000 Expiration Date . . 7/14/09 ------------------------------------------ Special Notes and Comments *2004 FLROIDA BUILDING CODE W/ 105- 106 SUPPLEMENTS . 2004 FLORIDA BUILDING CODE - RESIDENTIAL. 2005 NATIONAL ELECTRICAL CODE. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone �byackf�lyow rev e j�fts PERMIT IS i�I 'H�&�Yl� � EFj�'4i T_W lI fIIeosiYi i�e E o r��i e a1V� THE e is a FI oxma BUILDING 5T14ate well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . House must be guttered to direct flow to retention areas . BUILDING OFFICIAL Doc#20090i5874,OR 6K 14757 Page i682, Number Pages:1 Recorded 01/22/2009 at 03:06 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING$10.00 NOTICE OF COMMENCEMENT State of Tax Folio No. County of To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: L4 7-- `r Y y_ .$4. - It'd AZZ A)rZZO !'ice [7-?�_ :1 Z;Z-7,k, p Address of property being improved:' Q Exa6,Q&J94 = . -r-4,4 u?n? 433C--d Ft 3Z233 General description of improvements: 01/1 Owner• + 157 &1KEE Address: - �- Owner's interest in site of the improvement: .,.3 r42 Fee Simple Titleholder(if other than owner): Name: Address: Contractor. Address: q42-44 -AC Phone No• Fax No: Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself designated by owner upon whom notices or other documents may be served: Name: Address: Phone No: Fax No: In addition to himself owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option). Name: Address: Phone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recoFding unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: � _ -_ �" Date: Before m th day of air•.. , 7.a0'! the County of Duva•Stat,�I of Florid s personally appeared Notary Public at Large,State of Florida,County of Duval. My commission expires: Z ` r`� j orto r ro�n��il r+>>+.t DD-19598, ! Personally Known: G CxFi ES.Fw riaty 14,2,J� Produced Identification ?t]j'Fut'1c UridenNriJ j CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 12/15/08 Address: 680 Begonia St. Permit Application No: 08-1698 Notes: WATER SDC $ 1,140.00 SDC = System Development Charge SEWER SDC $ 4,050.00 WATER METER ONLY $ 185.00 WATER METER/TAP $ SEWER TAP $ CROSS CONNECTION $ 50.00 OTHER $ GRAND TOTAL $ 5,425.00 ,;s1wr City of Atlantic Beach APPLICATION NUMBER r �ft� Building Department (To be assigned by the Building Department.) v 800 Seminole Road Atlantic Beach, Florida 32233-5445 "LL Phone(904)247-5826 • Fax(904)247-5845 ;19 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us IL- APPLICATION REVIEW AND TRACKING FORM Property Address: E Q DepArtment review required Yes No -CBuildi anning ning Applicant: � n Incub is os lic,: i ies Projec . t. �lcW /-,Frr+n£ , , - Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: TIApproved. ❑Denied. (Circle one.) Comments: EEDIN� PLANNING &ZONING PUBLIC WORKS Reviewed by: Date: /S p PUBLIC UTILITIES Second Review: ❑Approved as revised. ❑Denied. PUBLIC SAFETY Comments: FIRE SERVICES Reviewed by: Date: Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: City of Atlantic Beach APPLICATION NUMBER ,J r fi Building Department (To be assigned by the Building Department.) s 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM p De rtment review required Yes No Property Address: O E 0 ?—, uildi ao Applicant: c In arming ning u is o s Public Safety S'eJ'J IlbA Tl , Lits S►��I i �K��`J'� Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. ❑Denied. 77YEE 1,0ZAM (Circle one.) Comments: BUILDING CANNING &ZONI s'(,'f,j,0 yEy i 5's Z� PUBLIC WORKS Reviewedby: S Date: PUBLIC UTILITIES Second Review: ❑ ed as revised. ❑Denied. Comments: D� PUBLIC SAFETY S how !0016(41 FIRE SERVICES Feu tvk&S 0n Reviewed by: Date: 1, Third Review: []Approved as revised. ❑Denied. Comments: � �� v3 FA i Reviewed by: Date: CITY OF ATLANTIC BEACHR. r I/I �Q a>`s 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 0`� M_�^g.'v'p --�Ytlv- I f OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1.JOB ADDRESS;;; g;jVALUATION OF'WO,RK i,,,n,;, 3 SQ,,FT"UNDER,ROOF, Atlantic Beach, FL 32233 ZlJ K I(o 4 LEGAL'DESCRIPTION. ..;`.... „.. .. 5r C OF.WORK .I a .::.', ".:- B USE'PFSTRUCTURE. / NEW BUILDING 11 DEMOLITION RESIDENTIAL LOT f0 BLOCK> UB DIVISIONC — ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL 7 DESCRIPTION'>OF1/YORK`:' ?, ...., ❑ALTERATION 13 ACCESSORY BLDG. 8 FIRE SPRINKLER sX. ;:... ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ❑MOVE ❑OTHER 21q-0 PROPERTY ......z; CONTRACTOR.,..:, ARCHITECT'.i.ENGINEER,z' •:. 9,NAME: f15.COMPANY NA 23.COMPANY NAME:�o�..A• irwY�CZrrl,��U=U AJ,Srz�c UE tl 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 0 5 4b S--' 18.ADDRESS:�{�{ 26.ADDRESS: z cr 11.OFFICE PHONE: 112.FAX NO.: 19.OFFICE PHONE: 120.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: C3 Y5-07Y7 96y-7Yr0tf7 6Y-7�Y-t�?5� qOY-7�fS�C�7Y7 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: qO -333 535 —7(Jq- ?33-its-'25 14.EMAIL ADDRESS: ,( 22.EMAIL ADDRESS: ® 30.EMAIL ADDRESS: FEE:5IMPLE,TITLEHOLDER* BONDING COMPANYa ," s$,�, ', MORTGAGE LENDER ...(IF OTHERTHAN OWNER) '..., s i _.... .. : 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces, Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT ; `{IfAgept,Power of Attorney or Agency Letter Required)' a....";rk& _,,.(Quel131er Only).; � Signed: Data: G��` Signed: fY1/F Date: Before me this day of At 20Vn the county of Before me this-q*--day of I`o U'. 2001 in the county of Duval State of Florida(has�personally a peered Duval,St of lFlorida,has personally appeared herin by himself/herself and affirms that all statements and declarations are herin by himsef/herself and a Irms t at all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of�,County of�_ Notary Public at Large,State of r County of Personally Known Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: THFO DORS K NIORRIS01V ;r wv THEODr)RE K MCRRISON- r Ply commIS%ION#DD 395985 =. t�F My Ct71 lMiSSION#DD 395985 o EXPIRES February 14,2009 ( EXPIRES:February 14 2009 gg k P(thdkThou Notary PublIC i,nderwrlters -v'.Lrs -�--- COAB FORM BLDG01:REVISED:11/6/2007 '`" NOTICE OF COMMENCEMENT State of FLOM3PA Tax Folio No. County of S1 To Whom It May•Concern: ,s The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: SC— A dress of property being improved: General description of provementsi Owner: Address: X Owner's interest in sitg of the.improvement: Fee Simple Titleholder(if other than*owner): 11 Name: 1✓\ Address: <af Contractor: Address: Z K Phone No: 904 -'7W 4-7 Fax o•--- 90� •-?5F4�-1'1'7�("7 Surety(if any) Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: ; Address: Phone No: 7 Fax No: Name of person withhl, a State of Florida,o than himself designated by owner upon whom notices or other documents may served: " Name: Address: ' Phone No:_4W Fax No: In addition to hunsel• owner designates grates the following person to receive a copy of the Lienor's Notice as provided in Section 713.0b(2)(b), orida Statues. (Fill in at'Owner's option)., _ Name: Address: +. Phone No: " Fax No: Expiration data of Notice of Commencement(the expiration data is one(1)year from the date of recording unless a different date is specifi¢d): ' THIS SPACE FOR RECORDER'S USE ONLY OWNER' Signed: Date: .5Z3..,�f7 . APPBefore me this�2�_ ay of in the County Doc#2006180404,OR BK 13281 Page 2027; of Duval tate of Flo Ida,has ersonally a peared Number Pages:t °; Q� Filed&Recorded 05123!2006 at 03:42 PM, fel�- IVl2 JIM FULLER CLERK CIRC COURT DUVAL COUNTY Notary Public at Large,Stat F10 d Cou RECORDING$10.00 My commission CXpires: Personally Known:•. or V: Notary end �.i�.Public,State off ltitlda•�" comm.expiresApril 30,2007 ja DD 207414 City of Atlantic BeachAPPLICATION NUMBER Building Department (` X00$ (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 let I t, Phone(904)247-5826 • Fax(904) $45.mM_ _� �,,31>r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: &QAII;�� De rtment review required Yes No au-ildi anning Hing Applicant: A , n ublic V 7o s Project: IE Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. 4Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING PUBLIC WORKS Reviewed by: � Date: 0 PUBLIC UTILITIES Second Review: ❑Approved as revised. Denied. Comments: �� PUBLIC SAFETY FIRE SERVICES Reviewed by: Date: 1)-/12, / Third Review: *Approved as revised. ❑Denied. Comments: rnhS�' /D Reviewed by: Date: ;'j City of Atlantic Beach - ,' " ` ;"h-?; APPLICATION NUMBER BuildingDepartment r tip p (To be assigned by the Building Department.) 800 Seminole Road DEC 1 0 7008 .v ;r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)2 -"5 E-mail: buildin de t coab.us >� 9- P @ —"" City web-site: http://www.coab.us Date routed: APPLICATION REVIEW AND TRACKING FORM Property Address: 6J6 &qQA1M, De rtment review required Yes No CLU ildi no Applicant: anning ning � n � u is s w Project: �'?f Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &Z NING �/ PUB WO KS Reviewed by: Date: 2, 10 PUB I T IES Second Review: ❑Approved as revised. ❑Denied. PU C SAFETY Comments: FIRE SERVICES WA-f J�PK 77 AA . Reviewed by: Date: Third Review: [—]Approved as revised. ❑Denied. Comments: Reviewed by: Date: CITY OF ATLANTIC BEACH - f' 08- _ + 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING DEPT@COAG US BUILDING PERMIT APPLICATION DUVAL COUNTY 1,sJOB ADDRESS" 7. 2.,VALUATION 0 W ,- P,. 4R1� r 3 Sta,fT:llNDER,ROOF ta;] Atlantic Beach FL 32233 LEGAL DESCRIPTION .`:+ 777777777S:C OF WOR}A 1i /� }/�,yt6:USE STRUCTURE,xae;_.,y LOT f0 BLOCK/7 SUB DIVISIONS NEW BUILDING ❑DEMOLITION RESIDENTIAL ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL ❑ALTERATION 11ACCESSORY BLDG. 8.FIR5SPRINKLER, A-;1AFL&) 11 ❑POOL/SPA ❑YES ❑N/A ❑MOVE ❑OTHER Imp ,RfPERTYOWNER r,. i;�ONTRACTOR..,ti,` a ;° ARCHITECT/ENGINEER:.;- t� ;,� ., tr �, +o ?, ' 9.NAME: 15.COMPANY INA ����/� /3,15.�Q, � 23.COMPANY NAME: 1eJr16.NAME: !eS'v� 24.LICENSEE NAME: aL., GU..C3r�vti.rz. 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: "Z9�ZC1.C1 Rf "S7-1+0Z, cf3 -05 a-3b$- B.ADDRESS: 26.ADDRESS: "f Y Z r7--EGL-4Q-?A4SSi- -4- 47- 447- 3ZZ-7'7 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: 04� 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 90v- 333 S35 909- 333 -Ct 3S 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS: FEE SIMPLE,TITLE HOLDER „ u,'.. . (lFOTyeixniarlowNER) � BDt+IDINGCOMPANI' axPkp hMQRFGAGELENDER 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT-I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. ** WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT OWNERcrAC�ENTs hrk° l , ),-iIfAgentPower0ktorneyorAgencytette a red^ 7' ;{, ttas '.' :�RON z z ONTRACTOR t n R..Qui.. )., ..;�;: t� � >; ..a (Qualifie�Onl : Q,�srfi Signed: Date: G/-1 `/9 6�f- Signed: 7 Date: Before me this I" day of pd,( 20Vn the county of Before me this day of Nn 2001 in the county of Duval State of Florida,has personally a geared Duval,Sta of Florida,has personally appeared ) herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and a arms t at all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of ,County of Personally Known Personally Known ElProduced Identification- ❑Produced Identification- Notary Signature: Notary Signature: TH Cjl)QRE K.MORRISON a R��e 8 THEfnDCRE K FJIGRRISON _. AY t 0(�41v11ylUrJ DD 395985 �' My DD 395985 a, EXPIRES February 14,2009 EXPIRES,:Febnjary 14,2009 3'ntisd T �Notary Public Underwriters � I COAB FORM BLDG01:REVISED:11/6/2007 80OZ/6/Zt auu-L6UUSX9Vt000Ly--viN � �OO ® Ij'ofirauosifxi'loAuaSQQZ I`J}t4&rltloy �i I{ tS9 I 049 ( I I� t tOL i� i! I! 1 tf t j L tsz fi0!L _ $OL 1, 1 tel IK 021 w$ OCR i' :$ tE$ 09R LS9 069 I 3o j aotd s= ir City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.). 800 Seminole Road Atlantic Beach, Florida 32233-5445 • 1� �� Phone(904)247-5826 . Fax(904)247-5845 g E-mail: building-dept§coab.us Date routed City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: DiggaLtment review required Yes No uil anning Hing Applicant: n u is s 9V"N11S YA^.Y.ryYa'S.S.:d. .. J! '.'il,,/w'e.c•.•..'A•: ..wiMWUs u!.�s:,.,._.. lic 'es:� .. .. - .. ._.., �._. . Project: 1.�` .+�� Public Safety Fire Services Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: []Approved. ❑Denied. f (Circle one.) Comments: .. � LANNING &ZONI ' LIC WORKS Date: z PUBLIC UTILITIES Second Review: proved as revised. ❑Denied. Comments: PUBLIC x- SAFETY _- w` l FIRE SERVICES0 yl gf, a � Reviewed by: S Date Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: A , 1 4 CITY OF ATLANTIC BEACH J r� 800 SZMINOLE ROAD ATLANTIC BEACH,n 32233 INSPECTION PHOTS LINE 247-SM Application Number 06-00032557 Date 3/17/06 Property Address . . . . . . BEGONIA ST Tenant nbr, name . . . . . . LOT 6 BLK 144 SECTION H Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 Owner Contractor --- --- --- - - ----( - --- -- ------ ---- - - - - -- SENNETT KEVIN W. BENNETT 4429 JIGGERMAST AVENUE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32277 (904) 744-0747 -- ----- ------------ ------ - - -------------------------- ------- -------------- Permit . . . . . . TREE PERMIT Additional desc . . Permit Fee . . . . .00 Plan Check Fee .00 Issue Date . . . . 3/17/06 Valuation 0 Expiration Datip . . 9/13/06 ----- - ----- ------------ - -------------- ------- ------------------ -------------- Special Notes and Comments APPROVED TO REMOVE 1-4FT OAK, 1-7FT OAK, 2-8FT OAK,2-10>FT OAK, 1-15FT OAK,2-3FT BAY, 1-2FT MAGNOLIA, 2-3FT MAGNOLIA, 1-4FT MAGNOLIA, IN THE INTERIOR ZONE. APPROVED TO REMOVE 1-2FT OAK, 1-2FT MAGNOLIA, 1-3FT MAGNOLIA, 1-5FT TALLOW IN THE EXTERIOR ZONE. WILL MITIGATE 2-7 . 5 FT OAK, WILL PiOTECT 1-8FT OAK. Fee summary Charged Paid Credited Due -- ---------- ---------- --------�'= -- =----- - Permit Fee Total . 00 . 00 . 00 .00 Plan Check Total .00 . 00 . 00 .00 Grand Total .00 . 00 .00 . 00 PERA[Ir Is APPROVED ONLY IN ,4CCORDANCE WfM ALL MY OR AUAr nC *LkCH O1tMNANCES AND r= FLOC WA &)40 1.: BUILDING OMCW. MAP S ''OWING 3oUNO/ARYSURvEy�OF LOT 6, BLOCK 144, AILAN-if-11C JEACH SEC:, .- r'3AGE 34 OF THE:' c", R"CORDED IN PLAT BOOK 18. OF D:11',/Al. COUNTY, FLORIDA ct LOT 5 pumc PUROM L8. FGj9a OWE IrOUND 112"IRON PIPE "DEN La. 16696 " " 0 . LOT ra ..i po Lo LQ cl V TAAMME o LL i .Q 0 3'tv"-fla r FOUND 112- 'PIPE La102.000 e FOUND 1/2'IRON • PFE L8. 16645 LOT I ILI • LOT I 0 0 ct) J _J (D ze FOUND 112' IRON PIPE WEST 6 t r) ' S TR E-E T NO "N"ON 50' 'RIGHT—OF—WAY go, a, F9'�42.0 Ora, PIMF R rary its p ;6', FL FLOOD MAP :v1sm ApmL V1 D No. 0075 i wruldq: ip PosiEssm A&45URCD RPQ1 J: AS igultu lly ED L LOTS AS NOTED 'S 4 SUR/EyANA Y or TIONS IN MHE TINT8 r SHOWN ON VEL COU!Q DS or REVISED Fr8RU4MY 27, 200470 ADD VMS 2'TO AS MMUESrEj) I herobv ewivw*%.# "t- Z'i"— A-0-,Vfry, f caeFlc.4- 4 e.61 S4i 00 1( K Sc, 6 K F4 /C'(,i 32-0'--�--••-�_...,..__�.._; - /z(�,L�[:x•!`.� -- �.�5 7Z. �, r;riEAaf 0.t. A(Zr%.A 7i Nj• 11 , j?Lk- j94 uj LA r 41 r Tt.-N e Z 1 Oil at QAWA(,4' BLK - I q Rc q FG. 'D I Le, szrTE I C-A / " PLO'T- far. ro M )DI 10 id zt. iY�/I1/ 598 10:5'3 90e3:60 55 L7aAl'�E;Y PAGE 01 f o U•,-t 1-LUDO rnk LW-4U ts�i raren a u:oorrt-- btacl; re11 nJ auq too OvCOr. :kLlve cls-- 17 am '2 I. �uT �- MJI� sKi0 rIl1NG �OUNOAIArT� PIATy obi° ' OF �►I.�� I A! 1lCCORd�O 14PLAT ox ib' PAGt S4 OF Til[ ►R PUS11C AECOROS Of MNAL COUNTY, FWIIMA , caars7ftLSD ta: sY]U6Y M. R1t11sl, • 47p14l.R' 21TLE GMA'MMSY COMA"# MA7l31160 Ealaili6 am KM OA91L. ::OC. /Aas7ezV 11g/T ITJY * rAWVr(ao'�A;' (AaAr ANIP� AV PICA WAY OPRW� KAT a ► LOT ♦. RLoclr +► .rIo=•fo' nc " n •>t is f a► .. crr naw, .. s, or ax, =f e o 1 °�'• Imp p t! k NO. Ice �� ,a�• at u 'LfiAf r�paaif° l/1! i LCT G. M.00N i w , =q1G P hpM KC►lnii•NW K fAlm a pFa+f7f. '-- - !— �R�N y� ��y �i �y�rr�•r�iAf�.{��-�.w. * r s w►aA, 1.Arad!M1R a POW INS OOCIAf ED aUl 1Y f 4R! MIC. pow f.EvA Mo WR P*al mg � � nwv MLY..p� `(APt� 4M 6C�11x l4Rfm �jw0S ux Al �NYclfflMfJl A,Lr%,"WPA AWM N tm+',Mal 1>1CwlOPP LtL a�t) �.t4TN�K►�71 4VI i.K�W AMOL(1KlglUvcMf i1RMM3Ml7.Y�Ni t. 3 1- ti.aao was MOf KAMS w TAS 9"MroR Rfu IM'! L! A►f wA1M1 7 ?UAT MIELT� rf AW O V cEftw-y�� f I NI CSIA IIL�S&i eM l" ! f:' hA+w Numbiftalo , ;j,*E6v CIE""•�iT"M .,rPt�E� wAe� dot" uNRER w'' t DI CT 71uYi*j**y AND Vs TME wflfllMaro c a a t a * . M AvW (�'� STANONI FON ' 72, r.s. : a� .P;A C • . sto'?- ±.Aaron A .c E, c L lTA1N 0 a101!OA c N0:4371 M G. Y.►+ IGA NO.ai '�: RtlYr � tl!IIT • .r'L P>rJ1T .IOa NC. 5 OA71' M. : a at FNM lOi.Ee `� III rAT v 'TV t,aNA W" J CITY OF ATLANTIC BEACH rI 8M SM43NOLE ROAD J .r ATLANTIC MUCK FL 32233 Jf3 , INSPECTION POOL LINE 147 SVA Application Number 06-00032557 Property Address . . . Date 3/17/06 Tenant nbr, name BEGONIA ST LOT 6 BLK 144 SECTION H Application description . . . TREE PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation 0 Owner- - Contractor --------------- - BENNETT KEVIN W. BENNETT- y ATLANTIC BEACH FL 32233 4429 JIGGERMAST AVENUE JACKSONVILLE FL 32277 (904) 744-0747 __ , -- - -----`------- -`--- - Permit . . . . . TREE PERMIT----- ---- - ------- ----- -- -------------- Additional desc . . Permit Fee . . . . . 00 Plan Check Fee Issue Date 3/17/06 Valuation .00 -- ---Expiration-Date`--- - 9/1306---- ---- ------------- -- 0 Special Notes and Comments ` --------- APPROVED TO REMOVE 1-4FT OAK, 1-7FT OAK, 2-8FT OAK, 2-10FT OAK, 1-15FT OAK, 2-3FT BAY, 1-2FT MAGNOLIA, 2-3FT MAGNOLIA, 1-4FT MAGNOLIA, IN THE INTERIOR ZONE. .APPROVED TO REMOVE 1-2FT OAK, 1-2FT MAGNOLIA, 1-3FT MAGNOLIA, 1-5FT TALLOW IN THE EXTERIOR ZONE. WILL MITIGATE 2-7 . 5 FT OAK, WILL PROTECT 1-8FT OAK. Fee-summary---- Charged Paid Credited Due Permit Fee Total . 00 --- ----00 . -� 00 `-- --- Plan Check Total . 00 .00 Grand Total .00 . 00 .00 00 . DO . 00 .00 PERMIT 15 APMtOVED ONLY V4 ACCOMMME WrM ALL CIrV OF An-QMC S"C"a AWD TUR HIDA RC7tI.D Z,g, Btlrt.DiN6 OF'F'ICIAL. CITY OF ATLANTIC BEACH R " " `Az a%?%', 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 08_ _ (g" _I y I OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BU I LDING-DEPT@COAB.US BUILDING PERMIT APPLICATION DUVAL COUNTY 1i'JOB ADDRESS. '> _: !' 2VALUATIONO/F�INORK, kz' 3S4,,FT:UNDERROOF Atlantic Beach, FL 32233 ZlJ KZppI� u'.4.LEGAL DESCRIPTION.... bt CLOrg OF.WORK fi 6 USB PF STRUC rIJRE..:.. ry/ NEW BUILDING 11 DEMOLITION RESIDENTIAL LOT f0 BLOCK 14 SUB DIVISION scC-- ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL a 7:DESCRIPTION>QF WORK;. . ❑ALTERATION ❑ACCESSORY BLDG. 8r FIRE.SPRINKLER �..<., ,, ❑REPAIR ❑POOL/SPA ❑YES ❑N/A ❑MOVE ❑OTHER fJ0 -PROPERTY OWNER: ;CONTRACTOR.,,. ;ARCHITECT I ENGINEER. <! 9.NAME: !�`y�` 15.COMPANY NA)]JE 23.COMPANY NAME: Amu Ai,Sr .UE7`t 16.NAME: 24.LICENSEE NAME: 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: 18.ADDRESS: 26.ADDRESS: `�,'iClLScrc,u:x� � 3zzY7 11.OFFICE PHONE: 12.FAX NO.: 19.OFFICE PHONE: 20.FAX NO.: 27.OFFICE PHONE: 28.FAX NO.: L ?Y�`G?ry? 909-7Se ) 7 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: 90 - 333 s3s -7041- ?-S3--Cts2,S 14.EMAIL ADDRESS: 22.EMAIL ADDRESS: ®® 30.EMAIL ADDRESS: BONDING COMPANY MORTGAGE LENDER OTHER THAN OWNER): 1 LR 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces, Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OWNER or AGENT ' 1 `�X ' CONTRACTORS IfAgent,Powe�4fM6oheybhAgehdyLetterRequired):: a1;'. .1 yr, ' :,.. (QuallfierOniv3, ✓f t �rTi Signed: // qq Date: G Signed: 7� Date: Before me this 11day of_N4✓ 2001&in the county of Before me this�_day of ')Ll 1r. 20CI in the county of Duval State of Florida,has personally a geared Duval,Sta of Florida,has personally appeared RPA. A. g LL herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and a irms t at all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State of ,County of Notary Public at Large,State of ,County of Personally Known Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: Notary Signature: THFODORE K.MORRISON .. THEODORE K MCRRSO 4Y bMMSSIJN#DD 395985 C, # 9 85 XP nE February 14,2009 EXPIRESrnbrual 14,2009 'n9�d T u Notary Public 4ndvwriters dTL COAB FORM BLDG01:REVISED:11/6/2007 NOTICE OF COMMENCEMENT State off Tax Folio No. County of UAL To Whom It May'Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 ofthe Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: T,A 1149, L O - S— A dress of property being improved: General description of improvements' Owner: Address: X Owner's interest in site of the.improvement: Fee Simple Titleholder(if other thanowner): Name: >• Address: Contractor: Address: L442 Phone No: Fax o '70(4 7 W-0-7 7 Surety(if any): Address: Amount of Bond S Phone No: Fax No: Name and address of any person making a loan for the construction of the improvements. Name: , Address: Phone No: Fax No: Name of person with' the State of Florida,o than himself,designated by owner upon whom notices or other documents may be served: Name: Address: ' Phone No: ' Fax No: In addition to himsel4 owner designates the following person to receive a copy of the Lieaor's Notice as provided in Section 713.06(2)(b), orida Statues. (Fill in a Owner's option), — Name ' Address: ;A; Phone No: AW Fax No: Expiration date Wof Notige of Commencement(the expiration data ig one(1)year from the date of recording unless a different date is specifi0d): THIS SPACE FOR RECORDER'S USE ONLY OWNER • �;' Signed: Date: .SZ?j�2f Before me this•,ateay of ithe County Doc#2006180404,OR BK 13281 Page 2027, of Duval tate of Florida,has ersonally a ;ear&ed — RECORDING$10-00 Number Pages: Filed&Recorded 05/73/2006 at 03:42 PM, JIM FULLER CLERK CIRCO ..,COURT DUVAL COUNTY Notary Public at Large,Stat Flo d Co My commission expires: Personally Known.:•'{ or Pim eIIJdUl�.tt�. • ; • q t r Notary Public,State of,f lOida• a n My comm.expires April 30.2007 No.DD 207414 . r _ -- ---_. _ u7 !6 T- '_0 t L c` G cxa —o i TI V° �I w ti I ti Tklm r -L4 I T-r,1V%e Z 2. �i t30-/ x L, A rr,V-904CAz-- I��' fill , �•i ' � If I � ;i .'' 1 I �►, IU L=� w [==jj 1 1 ' uLL=jj1 - _` �► ul � - Oz Page 1 of 1 I &6{F II 831 F 8: i ff 8341 � � � i 841 8• !i 780 � 4+ ..,o 781 7 708 '17092r t TSi T O I H 731 7 f n i !I ii i 701 7 j i f !i 644 I j 651 f if 631 i Copyright¢C 12M C Ay of J=ksanvrfic,F1 O $Oft E ;trlcr;em6'10')0'146R517097_nng 12/9/2008 LZ f" TZ) dr fU 2(n L;ZTZ7 - v t: HT1 . � ..c �. titr. `c7�►JZ�lG tom. ZM� A L� fit-C��rl,.. I (�t�-5 �,,,)„�t;.,.G�� (,�►,.,,�`r.�� g �l�Z� :d!i 5;z0oa 9042475843 47LOBEACH MITI., WORKS PAGE 02!e2 Public sparks Plan Review Comments dz J A Tia tc. 1��1��� �ait�i�x• � ?r�jcct Ni*nm/Ai*Y: 1 646 ,,r; `.Cy _ Applimfion Permh#.7-77: FIT i +ro '3radilg�4o�mt�s t� s ovide impervtc us surface calculations. [ Hp- ovid�e msion:end sediment=trel plaa�with iastaliation ixtails��.r�ain�an�cc ! !E heddie. P rn` l rai ftgt plow showing site topasaphy Jlow arrow.,,dc.) �provide constructim site rnazu emertatplan,inclusiiug Right-af 4+iy Pex�ut if t�siuq�g r.pita way f0t conmctioa rcr,,de a pre."ili:dtldva topographic srorvey prepared by a Florida Ucen;+e d J mfessioual Lai of air rr.. ibnvdr r 1' co -toitm, ection 24-t56(b)�:�:tic Lml� ?� -rtopr:�r%3t R �lptirzra regi:ix'es on�siI s~twage Vr :aCi'C8.5Ci�ItYlIO�. �'i'J`:GL''L:'rr��:+.�iiil+�#li•?+?t�: t1�k•& !��•@�.T4��ltld�!.TC� M�iCl er Section 24-19, ire; 4X4_11-1 t, iru���k�erc�......_�._�Sr ��jet, � �1on-site storm:is r,Wq Abid, L p"I't °3tr"V!:''; document'tt19 'lf�4�G7TI£'trL1C:�LNI!'+ti'lii��3 `�7'":�" — •--.�,.. ..�. i �.. .�t Lnusr.be: c* �+aar ac d far use -k Rdvmabin mvsl be oowined- ❑ Fool-"Wellpoi at(1f ussd)must&Ohai ge LDn V.CgrLL1"'d dMO- 1 O'Mini_MUM from sura or thujaaze fem=(mle. a or Wooer. I A,1 driveway a veins must be Concrete, .5 4 leaches tmcic,4000 psL`M&fibttuesh fr� J tbz adge of the pewnert to the property line. keinfbrciug.xA6 or a(rt allowed in the OW f 4"omme rcial driveways-6„ ."y mility art;in*he road mu#1►e rep"acing COJ Stzndard Detail Case X and f rust be overly id 10 feet in each.directi Q LA IA 04 et !� O N _ ,.' � �, 3 •, � + A p vi + � 6N_ (> � N �~ qj rz� } I OQ � rA ! o � ILI { F r d { y C CA 4 1 � fi ou W ? - Fv - - 44 ne -752, � I LA f ' O L h.� BLK - t� t - , ' 17 �r 142- sera �' K 34 = ( 3 '��,g'� X16 .@ Lrfit- z Stara. 3'X S%'- 7 eU4 (Z?6 wt-�aN Agrt.A . I N i 91 %ZNY � — — ►�A rsj►t�p PocA-L fJ z+ - Ore rk� ARSE 4'. WOPLFIE1.4r,1NEERING, ENVIRONMENTAL, W C & CONSTRUCTION SJ TA ICES LISTEN PERFORM February 20, 2008 Mr. Kevin Bennett 4429 Jiggermast Avenue Jacksonville, FL 32277 Report of Groundwater Exploration 1015 Camelia Street Jacksonville, Florida WOLF/WPC Project No. WPC6208.00021 Dear Mr, Bennett- WOLF/WPC has performed a groundwater exploration for the proposed development site in Atlantic Beach, Florida. This report outlines our field testing procedures, and presents the field test data obtained, and the Estimated Seasonal High Groundwater .bevel (ESHGWL). INTRODUCTION The purpose of this groundwater exploration was to obtain information about the ground water level and F,SHGWL at the subject site located in Jacksonville, Florida. FIELD EXPLORATION Field Exploration In order to explore the groundwater table, one (1) hand auger boring (HAB) (designated as A-1) was performed in the proposed retention pond area, The testing location is shaven on the Field Exploration flan in the Appendix. The testing location was established in the field using wheel measurements from the existing property elevation at the testing location was neither provided nores ablished. The ground surface The groundwater level was measured in the auger boring following the completion of testing. The groundwater level at boring A-1 was encountered at a depth of 5,4 feet below the existing ground surface 3047-4 5r. JoNNs BLUFF RWAn, SOUTH JACKSONVILLE, FL • 322 ��-I-I n IL L F 5 T l')N • C:H n 11.1,OTT E46 TEI. 904.99'7,1 A0� FAX 904,997.9150 (.'OI.JJM61A �Vli.t.E MvlaTc.E 8£nC;FI SAVANNAH 1015 Camelia street Report of Groundwvter Exploration WOO(, PC Project Nn. WPC6.208.00011 February 20, 2008 The ESHG'W'L is the estimated shallowest depth at which free water stands in an unlined borehole or where the soil moist tension is zero for a significant period (generally more than a few weeks). Based upon our previous experience and the data obtained during our field exploration activities, the ESHGWL is estimated to occur at a depth of 4.0 feet below the ground surface. CLOSURE We have enjoyed assisting you on this project and look forward to serving as your geotechnical consultant on the remainder of this project and on future projects. if you have any questions concerning this report, please contact us. Sincerely, WOLF/WPC VVensheng Li, EI lRe "stered, J. Casey, P;45 Geotechnical Engineering Professional otechnicagineer Florida Attachments: Site Location Map Field Exploration plan. Field and Laboratory procedures Distn--butivn: Mr. Kevin Sennett (2), File(1) wo ,F _WPc -Page 2- •� � �M M TI- " ear � I, 'j, { 1 ( 111_;.-._.._�^ •� f i �, `.i REFERENCE: Duval r Maps OL F WN Jax GIS • IC T f.,. u - 10 @20()S . Florida hft• • 1015 Camelia st. Abantic Beach, Florida WOLF/WPC proiogt NO.: Date: IS 11/22/20/2008 07 V, ........................................ ............ 6 met 45 A-4&:rOV C,,Z- Z95' = Sir-*E 7' 2 57 c-P37✓;-12-xj 4 s Ai le q ............... -77 A"4 CY-ty 0 om orpo -V, 14iA9=q7klk,'— -75i S, 16( ra Z.-q-r- K 5 C, x 12 7-SZ lei T3 d�7 ............ '6�C t r P•..................7------------- Oki x.I+k X'M PLC* ........ �2/12/2e0� @q- 9042475843 Y a i-CBE4,0H CITY WCIRKs PAGE 02/03 Public Works Plan Review C m.ment !no9 Applies"PerMh Provide impervi,us surface celouladoms. p rovide eresi(m and sediment wvtrol plans with instd1ation'defer+tS ad a;r Y 4ze "ravldr,r,,-U;,-u AiOD sitemmagemem plan,i=luditg Right-of Way Pcxm;x if rising r tght"of. :a fol errr a�tic� ,u i n _ _ 13 I t-ovide a plo-,�rusted ko "ogrttphic survey mcpered by b Flo ida I-mmsed �L'ro':f'essioutl La ad Serve ar SbgWiu Igo' cont(m rs. iec�tiam 24-660)of thic Land Development Rezulat:iow regidn s on-•site er e f?j r ncrmed rmof E. Provide 7 .��►:�: � r - or-site .autios e '� J"C jar Se don 24-s'6rb`. See attached infC. Shmg T on-site stomi,e-s req;zr ', a post:enctr'ur+tioxl,L to o nhte guru docuna.coting/ p ' ?501:ClirwllllYi t:WG Sh7J�.r'J`"X�` �t� _ A Right-of-Wt y Permit xzta a be obtWzed for use 0 A.Revocable E ar«roa.ob=wU Permit mast be c;)tained. - -- Pool-•Wellpo.ut(if used)must dischage into vegetated gran 10'wire from � draua?.feexraa,w sue st' tum or Imam). Ali drivrway t proms must ba coacivte; 5 inches tuck.4000 psi,.,with f be=esh f= the edge of thr, pavrtucnr to tbe prnperty lice• Rebforcimg rods or mesh are sot allowed in the IOW(Cm=mial drivenjs-^6'thick). Any utility aur s in the road must be repaired.using COJ Standard.D;R!Cie X and must be overh id 10 feet it earbldirc-Hon fr=the center of tht out. RepairmusK be I sbowu on the-Aam- Rol].off conte net company t au Ci 'oe ed list tuxcl ca mot he pl.e-ceci*t. - City right-of-'vey. - C3 C] t fCITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Date 12/15/08 Address: 680 Begonia St. Permit Application No: 08-1698 Notes: WATER SDC S 1,140.00 SDC=System Development Charge SEWER SDC $ 4,050.00 WATER METER ONLY $ 185.00 WATER METER/TAP $ SEWER TAP $ CROSS CONNECTION $ 50.00 OTHER. $ GRAND TOTAL $ 5,425.00 o _ v N v a) 0 O C m N M a•, -0 a� c N hA N N t m ro - 0 O m O N E 3 3 C , N a) E Q- CL N C o a o C cu s cu Y a U 4- N O a) O E '� c v `o t ai o }' — T m 'n Co N -C u � C M N Y C O v � O > T v.- O m v Z -0 -Q C N QJ o m a, a; Cf- -p C !� m N N Q) N 3 3 CL - caQ a) N mL C c ,E ;- OWD a'' Cc 4-1 (Q N " L L a) a) a) .o Q. CLL to O an v t O m n• C ap c� -rn E > c N CO a) _ O C) U a0 V) C i �' C +� N N C Q d +, aJ O t a) O N t Q H s T L Z' 0) a o E N c a N 3 OL v-. .E Q C: m a•- � Y a -0 v Ln � �>rrn y 0-11 20 ai \ t a rn � � u amo a m d %D a O c v v m vii co fA m as v �"� '1 a) v C cri cap C �Z M 0000 mIf -O p N � t C r 0, Y m(� v O io ri L 3 wD a) o N 6;O L LM u o a :L- Z;; 3 .� oc }, N 0 0 0o 2 c N s- o ai a ° o � Za N +�.+ .0— M Y fd a) N L Q C C f0 TN C a) II > C O T O U E 0 O C fo II C C V $ 0000 (d Q Q C � m f0 u V O ') _ Z C u a E O pC(iJ NN -6 L � ,� CU II C C 10 � W +� t N C (n00 G N v N .� c >•v •E Err u s 3 L U Q 3 0 CQ O a� N (0 3li � W L L m U > }�;; 0 W �Q G t T N 1 I I a7 Y C7 •� C O R L L. d O Q ca �' a) I N v Ln ro tty R c +J tLNh-V(/1 Z v`ni >S S' � LLLNf10— Vt3A D uoo o Q LL. is Comp. By: RLC Date: 12/12/2008 Public Works Department City of Atlantic Beach Permit No: 08-1698 Address: 680 Begonia Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C= Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predeveloement Runoff Volume Lot Area(A) = 5,100 ft, Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 0 5,100 1.00 0.00 Pervious 5,100 5,100 0.20 0.20 Runoff Coefficient(C)= 0.20 Runoff Volume V= 0.20 x 5,100 x 9.3 / 12 V= 791 W Postdeveloement Runoff Volume• Lot Area(A) = 5,100 ftZ Runoff Coefficient Area Lot Area Description (ft') (ft) "C" Wtd "C" Impervious 2,508 5,100 1.00 0.49 Pervious 2,592 5,100 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 5,100 x 9.3 / 12 V= 2,345 W Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 2,345 - 791 DV= 1,555 ft3 Retention 680 Begonia-onsite Retention 12/12/2008 P7 lr,�ti CIN OF ATLANTIC BEACH 08� r ' 800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233 $ s. ,h } r OFFICE:(904)247-5826•FAX NO.:(904)247-5845 BUILDING-DEPT@COAB.US -=�r BUILDING PERMIT APPLICATION DUVAL COUNTY 2,VALUATION'OF,'1NDR1CUNDER ROOF 1;;J06 ADDRESS;., Atlantic Beach FL 32233 '4:`LEGAL'DESCRIPTION., 6:C OF.WORIC a'O1. 6;USE' :STRUCTURE..: >'. //� y/ NEW BUILDING ❑DEMOLITION RESIDENTIAL LOT 6 BLOCK��SUB DIVISION G ❑ADDITION ❑CONVERTING USE ❑COMMERCIAL -'>Ir7 DESCRIPTION'OF.WORKi: El ALTERATION ❑ACCESSORY BLDG. 9'FIRE SPRINKLER.., ❑REPAIR ❑POOL/SPA [3YES ❑N/A ❑MOVE ❑OTHER 21qo— PROPERTY OWNER <ARCH ITECTIENGINEER. 9.NAME: - y� 15.COMPANY NA% 23.COMPANY NAME: k,&Z—, ( ( `! 16.NAME: 24.LICENSEE NAME: P6;-tRC!-,L,CUrf3•^N�z 10.ADDRESS: 17.STATE OF FLORIDA LICENSE NO.: 25.STATE OF FLORIDA LICENSE NO.: CfSc-05 Fs7-7�-bS- 18.ADDRESS: 26.ADDRESS: 11.OFFICE PHONE:07�y T- 15?UC/-7y ?Y71 6V- 7�rY-c';?5��9.OFFICE PHONE: 2CUy 0.FAX N-N�7 T / 27.OFFICE PHONE: 28.FAX NO.: 13.CELL PHONE: 21.CELL PHONE: 29.CELL PHONE: �}p - 333 S3�' 9G51- 33�-`fS35 14 EMAIL ADDRESS: ^ 22 EMAIL ADDRESS' 30 EMAIL ADDRESS r FEE:5IMPLE;TITLE HOLDER BONDING COMPANY hs �; MORTGAGE LENDER {POTHER THAN OWNER ... ,:... ,� 31.NAME: 33.NAME: 35.NAME: 32.ADDRESS: 34.ADDRESS: 36.ADDRESS: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc. OWNER'S AFFIDAVIT- I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building or any part therof, until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER: * * YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT ,,,{Ifggerit,Poweof,AttorDeyorAgericy'-r LetterRequlred) '' ,r!.,�.,.; >! k (QuallfierOnti - .. . 'ell.1 Date: GI- ` {1 r ... Signed: re n` Date: Signed: G'* 20 in the count of Before me this day of Lr• 200y in the county of Before me this (1" day of�0✓ �� y Duval State of Florida,has personally a peared Duval,Sta of Florida,has personally appeared hen herin by himself/herself and affirms that all statements and declarations are herin by himself I herself and a arms t at all statements and declarations are true and accurate. true and accurate. Notary Public at Large,State ofd,County of Notary Public at Large,State of _,County of KPersonally Known Personally Known ❑Produced Identification- ❑Produced Identification- Notary Signature: o ary `I) ,}�TMO P-IEOiur)RE K.NIuRR150N 4Y. I TIC B « • P,9Y C�I.I"515SION#DD 395985 EACH I XFIli February 14 2009 O _ h eCONDITIONS. ------ P'! Th ADDITIONAL ._. n U�.u:t s 11 07 BY: DATE:FlEmEMPSY S Q r • NOTICE OF COMMENCEMENT State of r lJJf2 Tax Folio No. County of WQA To Whom It May'Coacern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of th Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: TZA _ Q -Address of property being improved: General description of improvements. Owner: Address: K Owner's interest in site of the.improvement: Fee Simple Titleholder(if other than owner): Name ►��. Address. `' Contractor: Address: 2 Phone No: `1014 -'7W-0'7U•- Fax Surety(if any): Address: Amount of Bond$ Phone No: Fax No: Name and address of any person making a loan for the construction'of the improvements. Name: , Address: Phone No: Fax No: Name of person with4pe State of Florida,othe than himself,designated by owner upon whom notices or other documents may served: Name: Address: AW Phone No: Fax No: In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), orida Statues. (Fill in#.,Owner's option),., Name: Address: Phone No: " Fax No: Expiration date of Notigp of Commencement(the expiration data is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDERS USE ONLY OWNER ' Signed: _ -Date: Before me this _ ay of m the County Doc#2006160404,OR BK 13281 Page 2027, of Duval tate of Flo ida,has ersonally a peared Number Pages:I vl AAcp Filed&Recorded 05/23/2006 it 03:42 PM, JIM FULLER CLERK CIRCO COURT DUVAL COUNTY Notary Public at Large,Stat Flo d COu RECORDING$10.00 My commission expires: Personalty Known:''•f or end att, Notary Public,State of f l4flda. i My comm.expiros April 30,2007 ! No.DD 207414 Statutes& Constitution :View Statutes :->2005->Ch00553->Section 885#0553.885 : Onli... Page 1 of 1 Select Year: 2008 Go The 2008 Florida Statutes Title XXXIII Ch ter 553 View Entire REGULATION OF TRADE, COMMERCE, BUILDING CONSTRUCTIONhC a INVESTMENTS, AND SOLICITATIONS STANDARDS 553.885 Carbon monoxide alarm required.-- (1) Every building, other than a hospital, an inpatient hospice facility, or a nursing home facility licensed by the Agency for Health Care Administration, for which a building permit is issued for new construction on or after July 1, 2008, and having a fossil-fi,Pl-burning heater or appliance, a fir- e�place, or an attached garage shall have an approved operational carbon monoxide alarm installed within 10 feet of each room used for sleeping purposes. For a new hospital, an inpatient hospice facility, or a nursing home facility licensed by the Agency for Health Care Administration, an approved operational carbon monoxide detector shall be installed inside or directly outside of each room or area within the hospital or facility 1where a fossil-fuel-burning heater, engine, or appliance is located. This detector shall be connected to the fire alarm system of the hospital or facility as a supervisory signal. (2) The Florida Building Commission shall adopt rules to administer this section and shall incorporate such requirements into its next revision of the Florida Building Code. (3) As used in this section, the term: (a) "Carbon monoxide alarm" means a device that is meant for the purpose of detecting carbon monoxide, that produces a distinct audible alarm, and that meets the requirements of and is approved by the Florida Building Commission. (b) "Fossil fuel" means coal, kerosene, oil, fuel gases, or other petroleum or hydrocarbon product that emits carbon monoxide as a by-product of combustion. History.--s. 2, ch. 2007-181; s. 18, ch. 2008-191. Note.--The word "where"was substituted by the editors for the word "were." Copyright© 1995-2008 The Florida Legislature • Prig Mike Jones Iyo _, �= .w),i1�lv Building Inspector r ne� J Ce CitY of Atlantic Beach heqd� nQSS -A / s, �rd 800 Seminole RoadGJ �:tia% Atlantic Beach, FL 32233-5445 e- le c7�w' S c, i 4 yl I-�e m q/ cn r f�'1 qy h 0-/ 4 i �� v%✓ e mpri Phone(904)242-3464•Fax(904)247-5845 E-mail: mjones@coab.us •Web: wwwcoab.us http://www.leg.state.fl.us/Statutes/index.cfm?App_node=Display_Statute&Search Strin... 12/11/2008 tii-ab=T'i 13:31 (904)'--4'86'- .�•�.� Ib y--INSTAL LED_-SALE —p,.67 j-_—_` XO or OX Unit SINGLE DOOR WITH I SIDELITE 1YF. TYP 1Yt. NP. 1 1 1 11 1 -719.1 aI /i A•T OA Ck KtftEfi lrP. r • 6 per v+,itiaa(Is�Mnp ttrortfber • J pat hoftfitallrarnirp ruember Nl a et}d Ott pleas ragvirs two L1PJ"um haste iter WANG. SEE NOTE J1 a _y / INMtth el ra0r utfit pAR 1/2" . We it of clout unk ptua 1/4' r � t 1 i t I r t i �A 1etis+►lk" 8 t gai�ara ar� /*n�ii1 i lox u r au, pr o torr m �«a�l�.er�'"iorw: ww i�`ru"11w�tu.�.e�rprR71r LaWdria Hardware: '. C0o10imm"quims But GFAQE 3 or Elam(AMVaHMAA45b1 )Cy{u rJr1�d erxl daurtxk hardware hr InsUflad, L; • V* COVERED By COP DOM111 tT 04 OM.3243`,324L 3J`71'or 3218 CompWnra rsqwras tw 8•GARDE 1(1$vBvAU1 A158.111)surface both ba 1"w[rd on lafth tti�te al active dtwr penal—(t)9t Wp and(1)at bottom. x., 'Based on rogrinud UVAM Fressur,—sae COP shX4 tog d$WtL NOW: ----- —�---�-- 1. Aa«or c*,ulatans*#flan carried out wah the lowart putg tutanor richly from tw dittarent tuleuers Daley aonatdered for oas.Jamb end v 1► i gstrnata V*W W this unk MM 1/ofd ot8 wood acriws or 3x18*T 1ta acrd sort%%.aria"Tipoom,or L*d Nsils guidon Chaice 490(m aqua)lUtictl�60441").�rnera analypd br tNa U*kuluda/1 and ; 2. The wood,Cray 0n01e$bw M19111 vtlues coma from Tobla 11,3A ul AN6UAf b PA tlDb for uxAMra plea lumbar wile a dda mlfnbor lhiclana>s 61 1.1 4'and acNavammnl of fr3Nalmum Mbidrnant ft 3/16•TNan sln91e sneer deslim vfdues card from fee iTW end ELCO Dods Ccunby • apr:eavas nfpectt•vy,ar►cn wpb minimum t•t/4•ernbadment. 3, Wwd bucks E/ethers,must be uuhorad property to transfer load,sa the stnwture, M. .t a ►bah tO.:COt aw ft rf'Mwnril Bar l ffp 41,