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HomeMy WebLinkAboutSUBMITTED PAPERS_2Jackson Residence HVAC Load Calculations for Jacson Lot 55 Nettles Island Fort Pierce, Florida _�� uR�ZtJ�}�iJ.I�lbll l.dALl FIX 1�. Y F4C LoADs Prepared By: Residential Energy Calc's Thursday, June 16, 2011 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac Residential &_ Light Commercial HVAG Loads Elite Software Development, Inc ;' Key Humphrey Jackson Residence. or P- ht Lucie FL 34983 ,.' .. ,. Wit!' Pa' a 2` Gerieral.Ptoject information ; Project Title: Jackson Residence Designed By: QEA Associates Project Date: Wednesday, June 15, 2011 Client Name: Jacson Client Address: Lot 55 Nettles Island Client City: Fort Pierce, Florida Company Name: Residential Energy Calc's Design Data „ Reference City: Fort Pierce, Florida Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Elevation Sensible Adj. Factor: 1.000 Elevation Total Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Elevation Heating Adj. Factor: 1.000 Outdoor Outdoor Outdoor Indoor indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 80% n/a 70 nIa Summer: 90 78 59% 50% 75 61 Check: Figures _ .._. _... . . , _ ... Total Building Supply CFM: 1,227 CFM Per Square ft.: 0.741 Square ft. of Room Area: 1,656 Square ft. Per Ton: 537 Volume (ft) of Cond. Space: 13,239 Building Loads Total Heating Required Including Ventilation Air: 36,834 Btuh 36.834 MBH Total Sensible Gain: 27,772 Btuh 84 % Total Latent Gain: 5,310 Btuh 16 % Total Cooling Required Including Ventilation Air: 33,082 Btuh 2.76 Tons (Based On Sensible + Latent) 3.09 Tons (Based On 75% Sensible Capacity) -Notes . Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac Residential &Light Commercial HV�1C Loads Elrte Software Depelopment, Inc Ken:Humphrey � � : � F; Jactcson Residence PortSamf Lune F,L_34983 ti _ s age .3 �. x P Miscellaneous Report Systerr►.1 Carder'Or Equivalent ; Outdoor .Outdoor Outdoor ( Indoor Indoor Grams Ir ut Data - ' ...Dr -Bulb ,. 'Wet Bulb,'; :ReLHum i-•-Rel.Hum Dry'B"ulb , . Difference:' Winter: 42 39.4 80% n/a 70 n/a Summer: 90 78 59% 50% 75 61.09 J-D"uet-Sizing Inputs. Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./l00 ft. 0.1000 in.wg./l00 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data'. Winter Summer Infiltration Specified: 0.260 AC/hr 0.140 AC/hr 57 CFM 31 CFM Infiltration Actual: 0.260 AC/hr 0.140 AC/hr Above Grade Volume: X 13.239 Cu.ft. X 13,239 Cu.ft. 3,442 Cu.ft./hr 1,853 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 57 CFM 31 CFM Total Building Ventilation: 49 CFM 49 CFM —System 1— Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier. 30.77 = (1.10 X 0.999 X 28.00 Winter Temp. Difference) Winter Infiltration Specified: 0.260 AC/hr (57 CFM), Construction: Semi -Tight Summer Infiltration Specified: 0.140 AC/hr (31 CFM), Construction: Semi -Tight Attic Duch Duct'. Surface i From No ..,'Type= 9_Description ` Lacatsori Ceiling Leakage Ins'ulataon °`` Area;' "iVIDD'` 1 Supply Main Attic 16B 0.12 6 447 No 1 Retum Main Attic 16B 0.24 6 83 No Rhvac-Residential.& Light Commercial WAC Loads Elite Software Development; Inc Ken Humphrey `„ Jackson Residence: L�l�ir" Port?Samt.Lucie FL 34983.. " Pa a 4: Load Preview Report• „-: Netl m { It Sen Lat, Seni syrd, Sys Htgi Clg ActSys} Duct Scope i Ton, /Ton Area: Gain"' Gain; Gaini i Lossl CFM CFMj CFM Size Building 2.76 601` 1,656 27,772; 5,310 33,082 36,834 459 1,227 1,227 _ ............. ....... ........... _._._......_ .............. ........... System 1 _..... _...._.__._.._._....._. ......... _..._ ... _... . - 2.76�z 601 --- _ --- .-.._ _._. 1 656: __.._.._—_._...; 27 772- ... 5,310 33 082 36,834: 459 ...._._.. 1,227. 12xt 8 - -...... Ventilation ... ....... 808i ..... 2,034; ._......._,........... 2,842 1,508 -....... ...._-_.__.. _.....-..... ............._.._.... _.....__........_...._....__..............._......_....._..._... Duct Latent ...... _...._..:...... ...._....:-------._ .... _._....._-....... 1,593 ..._.-,._._...-_..._........ ....... ..................... -.... ........... _..._....._ Zone 1 _....._.._........ ....... ...-...---..,_ ....... 1 656 26,9641 1 684 - _ ..: 28,648. ...._. _:.... 35 326 459 _ ............ 1,227 12x18 1-Bedroom 1 181 2 718 161 2,879; 5,021. 65 124 1- 7 2-Bath 1 _ 56. _. .. 572; ....- --- - 48: ._...__...._..._. 620 ._. .;...__............... 938 12 i, 1 ._....... 26 f .... .. . 1- 4 _......_...._._.._........__._..... _...--.............. ...... ............ ..._....----._.._......_.._.._....---......_......_........_... 3-Foyer ............. _;_........ .... _._.. 50: ---...:... 1,670. _.._._....... ......... 24 ---..:_..... 1,694 ...... _;.._.._._._: 1,524' - 20, 1 , -.._..._,__....__._.._ 76 1-5 ................ ..............................................._........ 4-Living --..... - . .,... - .. 233; _._ _ .: 3,685 � -_ 187 ..........:. _. .__.._.....: 3,872: ....-_........_ _..... - - 5,451 ; .._......._...:_..._.......: ._ .... 71 , 168' .......... ._... 2--5 _ _.._.._....... .._.---.-_.._.._..._...._......_._....._...._...._......_..._._......__.........._..._......_...._:.__._..._........_....__.._•_.-.._..__...-, 5-Kitchen 114; 2,610 72 2,682: 1,511 20 119; ._...._..- 1--6 - _..._...... ------------.- -_----._._...__._._._....----------- ..,_.._._.._--------....._.._ 6-Hall ...............: ._......_--._...:..............._.:....._.... 7W 0: . 0 --....._...: 0 - ......._ 481' ._.....--. 6 0 0--0 ............... _-_..-_...... .... ........... _.......... ..._._....... ...... .A._.._ 7-Laundry .._... 28 282 - 0, 282 1 006 13 13 1 4 _... _.__ ................ ............................._ ....__... " _. 8 Stairway . ....... .: ...... _.. - 32 83 24 107 367 5 4 1 4 .... . .._..._I......._... -- ....-----_...-._......_- _... _.._......... _...... - - ._ 9-Master Bedroom ...............__...._.._.,-............:......._..._..._....._..._.......:......_..-._ t 247 4,211 i ._......._..._ 633J ': . ,.................. 4,844 4,132, ........ = !A ...... .. ....... 192 _ 2--6 -...._....-..__.. -- ._.-...._-.._...._..._.._... -... - ....._......._...---...._..: 10-Walk In Closet :--_----------- __..... --: 55' - - : 352 _.. 75 - - -•: 427 ...._ -- 1 235 - ..._ :®t..- 16 ......... 16 1-4 11-Master Bath ... _ 121 1,357 72: 142-9 1698' 22 62 1_5 -.._. _ ...... _..........._._............._....._. .............. -. 12-Great Room ..-_: 290 7 606; _._...._. 286 ... 7,892. 9,458 _... 123J ........... 346 3--6 13-Stairway 121 1,205.: 69: 1,274; 1,705i 22i 55; 1-4_........_.__..._...... - ............. ........-- ---------------_...___..._._------------- 14-Bath 2 -----------------;------ ----- ------ ---- - 58 ! --._..._._ -=---- 6131, ._._...__...__- 33 --......� 646; -` - 798;: ---= 10 28 i 1-4 Rhvac Residential & Light Commercial HVAC Loads Elrte Software Development, Inc,. Ken Numph_eynJackson Residence,: Port':Sairit Lue, FL 349EI3. Pages: Duct Size Preview Minimum! Maximum° Rough. Design{ SPI Duch Duct Htg Clg Act. Duct Veloaty# Volocityi Factor3µ U700= Loss I� Lengths Flow + Flow Flow S¢e ^Velocity _ _._�._ _-_-_ _ .... ........... ............. ... ..^....... :.................. _ 450 750; _ .. 0 .... ...... _:_........ 01 .._._;__..._......_._::- 462 7 65 I 124 1-=r _ ....-.._. _._......._ .. 450 _ . 750 ._. 0 . ...........:-_.... 01 _ 298 4 _..........._:.. 12' 26 26 _. 1- 4 .............. ... _.......... _.._........._.... .... a 450i . _..._ ----------------- 750: 0; 0.1 --.. 557.3 ... _ .......® 20'.: 76i _._.._. 7fi. _.. _..._......_...._ .._.............. 450. 750 . ... 0. _.._ 01 _... _ ._ .. 450' 750 O ------- 0.1 ..... 604.7; .. _ 20, 1 .... 119 ....... 1--E 450 750, 0 0.1 0 6�I 0 0--C 450 750: 0 0.1' 1469: 13;�i 13: 1-4 _... .. .. .: _---- 450 750 6 --- 01 --- 43.3.5� 4 1- 4 ........... ....._......... .......... 450 750 _... ......... 0 01 ....i 54' 192 .. 192 2--E _....._,.. ... .._ . 750,...._ 0T 1836 - — — = 16® -_ 16 -._ 1-4 _.........o-. 450 ....... 750 ....0;._.... 0 ....................4870 01 452.8 22 62 1 ti 0;., 750 0 01 587 5 123' 34 346 3--E .. ....................... 450 . _ _ 750 0 01 628 2 22 55 ©._.... 55 1 4 _ ..._ 450 .... 750 _.. 0 01 319 3. 10. 2� 28 .. 1 .__......._....-.................... .._.......................... 650 ............._...::..._.....-....._':..._.._..--..........._..._..i__.......-- 900; 0 0.1 --- �--------....__,...'- 817.8? - �._-........_._:.._._. 459: ZfL7 1,227 12x1 E _ Summary _ System 1 ....... ....... --.--.................. _......_..._............... _.......... ........... ............. ...... ...... _.-..._................... -..-....... ._... - ................................................ _....___.._........ .... _....__.... -............ _.... ....... _...... --- _........ Heating Flow: 459 ........ ..._.._..._... .._._._... ............ __.._..._------- -................ ._............._.....-..---.....-..----.....-----......_...._......_......._......_.-_._...._-..-......_._--......_.._.-_....-__......_..._......_......•---....._............_......-.........._.... Cooling Flow. 1227 Rhvac Residential,& Light Commercial HYAC Loads Ken Humphrey Elite SottvrareDevelopment, Inc Jackson Residence;. 13oiC.8amt Lucie h.34983 .. Pa e.6' Total Building Summary Loads . = Area Sen Lat Sen Total:. [Component. Description ... ..-- : Quan:. Loss Gain ; Gain . Gain 1A-hb-o: Glazing -Single pane, operable window, heat- 231 6,984 0 10,179 10,179 absorbing, metal frame with break, u-value 1.08, SHGC 0.52 10A-m: Glazing -French door, single pane clear glass, 21 982 0 1,299 1,299 metal frame no break, u-value 1.67, SHGC 0.53 1A-cm-d: Glazing -Single pane, sliding glass door, clear, 42 1,494 0 1,464 1,464 metal frame no break, u-value 1.27, SHGC 0.75 1A-hm-d: Glazing -Single pane, sliding glass door, heat- 48 1,706 0 1,440 1,440 absorbing, metal frame no break, u value 1.27, SHGC 0.52 1A-hm-o: Glazing -Single pane, operable window, heat- 12 426 0 633 633 absorbing, metal frame no break, u-value 1,27, SHGC 0.52 . 11 D: Door -Wood - Solid Core 42 352 0 336 336 13A-4fcs: Wall -Block, board insulation only, R-4 board 1344.2 4,403 0 2,406 2,406 insulation, filled core, siding finish 12E-0sw: Part -Frame, R-19 insulation in 2 x 6 stud cavity, 251 256 0 256 256 no board insulation, siding finish, wood studs 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 891.7 799 0 1,142 1,142 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 221 8,401 0 0 0 insulation below floor, .any floor cover, passive, heavy moist soil 20P-21: Floor -Over open crawl space or garage, Passive, 247 325 0 116 116 R-21 blanket insulation, any cover Subtotals for structure: 26,128 0 19,271 19,271 People: 2 400 460 860 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 7,432 1,593 5,526 7,119 Infiltration: Winter CFM: 57, Summer CFM: 31 1,766 1,284 507 1,791 Ventilation: Winter CFM: 49, Summer CFM: 49 1,508 2,034 808 2,842 Total Building Load Totals: 36,834 5,310 27,772 33,082 Check FigdreS Total Building Supply CFM: 1,227 CFM Per Square ft.: 0.741 Square ft. of Room Area: 1,656 Square ft. Per Ton: 537 Volume (ft3) of Cond. Space: 13,239 Building_Loads Total Heating Required Including Ventilation Air: 36,834 Btuh 36.834 MBH Total Sensible Gain: 27,772 Btuh 84 % Total Latent Gain: 5,310 Btuh 16 % Total Cooling Required Including Ventilation Air: 33,082 Btuh 2.76 Tons (Based On Sensible + Latent) 3.09 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Ali computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac Residential &Light Commercial HVA__C Loatls Elite Software Development, Inc Ken: Humphrey - Jackson Residence, Port Saiht-L•udie FL. 34983 , . Page7 S ' - tein4 Carrier Or Equivalent Su mart': Loads .. , Component ` Area, Sen Lat ,; . Sen .. ,Total Descrition -Quan : Loss-- :. -Gain ; Gain -Gain: 1A-hb-o: Glazing -Single pane, operable window, heat- 2.31 6,984 0 10,179 10,179 absorbing, metal frame with break, u-value 1.08, SHGC 0.52 10A-m: Glazing -French door, single pane clear glass, 21 982 0 1,299 1,299 metal frame no break, u-value 1.67, SHGC 0.53 1 A-cm-d: Glazing -Single pane, sliding glass door, clear, 42 1,494 0 1,464 1,464 metal frame no break, u-value 1.27, SHGC 0.75 1A-hm-d: Glazing -Single pane, sliding glass door, heat 48 1,706 0 1,440 1,440 absorbing, metal frame no break, u-value 1.27, SHGC 0.52 1A-hm-o: Glazing -Single pane, operable window, heat 12 426 0 633 633 absorbing, metal frame no break, u-value 1.27, SHGC 0.52 11 D: Door -Wood - Solid Core 42 352 0 336 336 13A-4fcs:. Wall -Block, board insulation only, R-4 board 1344.2 4,403 0 2,406 2,406 insulation, filled core, siding finish 12E-0sw: Part -Frame, R-19 insulation in 2 x 6 stud cavity, 251 256 0 256 256 no board insulation, siding finish, wood studs 16C-30:Roof/Ceiling-Under Attic with Insulation on Attic 891.7 799 0 1,142 1,142 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 221 8,401 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-21: Floor -Over open crawl space or garage, Passive, 247 325 0 116 116 R-21 blanket insulation,_ any cover Subtotals for structure: 26,128 0 19,271 19,271 People: 2 400 460 860 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 7,432 1,593 5,526 7,119 Infiltration: Winter CFM: 57, Summer CFM: 31 1,766 1,284 507 1,791 Ventilation: Winter CFM: 49, Summer CFM: 49 1,508 2,034 808 2,842 System 1 Carrier Or Equivalent Load Totals: 36,834 5,310 27,772 33,082 Check Figu�os Supply CFM: 1,227 CFM Per Square ft.: 0.741 Square ft. of Room Area: 1,656 Square ft. Per Ton: 537 Volume (ft) of Cond. Space: 13,239 System Loads Total Heating Required Including Ventilation Air: 36,834 Btuh 36.834 MBH Total Sensible Gain: 27,772 Btuh 84 % Total Latent Gain: 5,310 Btuh 16 % Total Cooling Required Including Ventilation Air: 33,082 Btuh 2.76 Tons (Based On Sensible + Latent) 3.09 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac Residential & Light -Commercial HVAC Loads Elite Software Development, Inc Ken'Humphrey Jackson Residence.; Port.Samt,Lucie FL.34983 System 1; Zone:.' Surnr»ary Loads -(Average Load Procforedure Rooms) Component Area ° Sen Lat :; Sen Total Descri tion � Quan ' w. Loss Gain s. = Gain -Gain IA-hb-o: Glazing -Single pane, operable window, heat- 231 6,984 0 10,179 10,179 absorbing, metal frame with break, u-value 1.08, SHGC 0.52 10A-m: Glazing -French door, single pane clear glass, 21 982 0 1,299 1,299 metal frame no break, u-value 1.67, SHGC 0.53 1 A-cm-d: Glazing -Single pane, sliding glass door, clear, 42 1,494 0 1,464 1,464 metal frame no break, u-value 1.27, SHGC 0.75 1A-hm-d: Glazing -Single pane, sliding glass door, heat 48 1,706 0 1,440 1,440 absorbing, metal frame no break, u-value 1.27, SHGC 0.52 IA-hm-o: Glazing -Single pane, operable window, heat 12 426 0 633 633 absorbing, metal frame no break, u value 1.27, SHGC 0.52 11 D: Door -Wood - Solid Core 42 352 0 336 336 13A-4fcs: Wall -Block, board insulation only, R-4 board 1344.2 4,403 0 2,406 2,406 insulation, filled core, siding finish 12E-Osw: Part -Frame, R-19 insulation in 2 x 6 stud cavity, 251 256 0 256 256 no board insulation, siding finish, wood studs 16C-30: Roof/Ceiling-Under Attic with Insulation on Attic 891.7 799 0 1,142 1,142 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, White or Light Color Shingles, Any Wood Shake, Light Metal, Tar and Gravel or Membrane, R-30 insulation 22A-ph: Floor -Slab on grade, No edge insulation, no 221 8,401 0 0 0 insulation below floor, any floor cover, passive, heavy moist soil 20P-21: Floor -Over open crawl space or garage, Passive, 247 325 0 116 116 R-21 blanket insulation, any cover Subtotals for structure: 26,128 0 19,271 19,271 People: 2 400 460 860 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 7,432 0 5,526 5,526 Infiltration: Winter CFM: 57, Summer CFM: 31 1,766 1,284 507 1,791 System 1, Zone 1 Load Totals: 35,326 1,684 26,964 28,648 Check Figures, Supply CFM: 1,227 CFM Per Square ft.: 0.741 Square ft. of Room Area: 1,656 Square ft. Per Ton: 665 Volume (ft3) of Cond. Space: 13,239 Zotie:Loads. Total Heating Required: 35,326 Btuh 35.326 MBH Total Sensible Gain: 26,964 Btuh 94 % Total Latent Gain: 1,684 Btuh 6 % Total Cooling Required: 28,648 Btuh 2.39 Tons (Based On Sensible + Latent) 2.49 Tons (Based On 75% Sensible Capacity) Notes. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. Rhvac Residential y& Ught Comtneraaf HVAC Loads Elrte Software DevelopFnent, Inc ` K11- en'Humphrey �� �y Jackson Residence P6if iht Lucie FL: 34983- Pa e', 9 Detailed: Room Loads: (Room :1_.- �edroorn �:-(Average Load Procedtere} [General. Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 12.5 ft. Zone Number: 1 Area: 181.0 sq.ft. Supply Air: 124 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,450.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 7 CFM Runout Air: 124 CFM Percent of Supply.: 6 % Runout Duct Size: 7 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 463 ft./min. Percent of Supply: 4 % Runout Air Velocity: 463 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.111 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item I I ; ... _ Area .; -LI-', Htg ;'_ yen Clg Lat; Sen Descrilion - Quantityi , .."° ;Value,.- ... HTM'; _ .. Loss 'I -HTM :. -: Gain , Gain N -Wall-13A-4fcs 12.5 X 8 73 0.117 3.3 239 1.8 0 131 E -Wall-I3A-4fcs 14.5 X 8 101 0.117 3.3 331 1.8 0 181 W -Part-15'/15°-12E-0sw 19 X 8 152 0.068 1.0 155 1.0 0 155 N -GIs-1A-hb-o shgc-0.52 100%S 27 1.080 30.2 816 27.2 0 734 (2) E -GIs-1A-hb-o shgc-0.5216%S 15 1.080 30.2 454 59.7 0 896 Floor-22A-ph 46 ft..Per. 46 1.358 38.0 1,749 0.0 0 0 Subtotals for Structure: 3,744 0 2,097 Infil.: Win.: 7.2, Sum.: 3.9 216 1.028 222 0.296 161 64 Ductwork: 1 0........ .__.... - - --- - --.... -.... ._._._... Room Totals: 5,023 161 2,718 Rhvac Residential & Light Commercial HVAC Loads Kmphrey Elite Software Deyelopment, Inc.,' fi Jackson f�esidence; Port<Samt-Lucie FL `34983...` .,. - . .. Fa a .10s ;. Detaa?!ed Rolm Loads; Room 2`., . bath., �Aerag►e Load Procet0ure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 56.0 sq.ft. Supply Air: 26 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 448.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 26 CFM Percent of Supply.: 5 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 298 ft./min. Percent of Supply: 4 % Runout Air Velocity: 298 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.103 in wg./100 ft. Actual Summer Infil.: 1 CFM Item Area Sep: IQescri tion Quanti '..: Value HTM :... _ _ .Loss : -HTM Gant , Gain E -Wall-13A-4fcs 8 X 8 58 0.117 3.3 190 1.8 0 104 E -GIs-lA-hb-o shgc-0.52 27%S 6 1.080 30.2 181 55.3 0 332 Floor-22A-ph 8 ft..Per. 8 1.358 38.0 304 0.0 0 0 Subtotals for Structure: 675 0 436 Infil.: Win.: 2.1, Sum.: 1.1 64 1.031 66 0.297 48 19 Ductwork: _...__............................-.--_.._..........g7.-_.._.--__.-.._...-.._.___._..__..............-._... _.......7- Room Totals: 938 48 572 Rhvac Residential 8� Light Commercial HVAC Loads Elite Softatare Development, Inc Ke�`,Humphrey °� - j� _ Jackson Residence;; PortSaint Lucie FL 34983` :' ... _ _ V Pa e 17 .' DetailLmd-Room:'Loads -'Roo'.3' ' Foyer.(Average-Locid. pfocedure). General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 1 Room Width: 4.0 ft.' Zone Number: 1 Area: 50.0 sq.ft. Supply Air: 76 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 11.4 AC/hr Volume: 400.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 76 CFM Percent of Supply.: 3 % Runout Duct Size: 5 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 557 ft./min. Percent of Supply: 4 % Runout Air Velocity: 557 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.256 in.wg./l 00 ft. Actual Summer Infil.: 1 CFM Item Area -U- . Htg ;. Sen Cig .. Lat ." Sen Description" Quanti -. `. - Value ' "-- " HTM', Loss'- -HTM Gain , Gain E -Wall-13A-4fcs 4 X 8 11 0.117 3.3 36 1.8 0 20 E -GIs-10A-m shgc-0.53 35%S 21 1.670 46.8 982 61.9 0 1,299 Floor-22A-ph 4 ft..Per. 4 1.358 38.0 152 0.0 _ .... 0. .......... ..-.0-- Subtotals for Structure: 1,170 0 1,319 Infil.: Win.: 1.1, Sum.: 0.6 32 1.031 33 0.281 24 9 Ductwork: 321 342 Room Totals: 1,524 24 1,670 Rhvac Residential & Light CommercIat HVAC Loads Ken_Humphrey Elite Software Development, Inc. Jackson Residence; POIt:$alnt Lucie FL 34983. 'elf Pape 12; Detailed Room Loads - Room 4 '= Living (Average Load Procedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 19.4 ft. System Number: 1 Room Width: 12.0 ft. Zone Number: 1 Area: 233.0 sq.ft. Supply Air: 168 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.4 AC/hr Volume: 1,862.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 84 CFM Percent of Supply.: 5 % Runout Duct Size: 5 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 615 ft./min. Percent of Supply: 4 % Runout Air Velocity: 615 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.311 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg ` Sen Cig Lat Sen Descri Lion = Quantity' Value - -HTM ', Loss HTM Gain.-,, Gain E -Wall-13A-4fcs 19.4 X 8 143.2 0.117 3.3 469 1.8 0 256 S -Wall-13A-4fcs 12 X 8 40.5 0.117 3.3 133 1.8 0 72 E -GIs-1A-hb-o shgc-0.52 20%S 12 1.080 30.2 363 58.1 0 697 S -GIs-1 A-cm-d shgc-0.75 100%S 42 1.270 35.6 1,494 34.9 0 1,464 (2) S -GIs-1A-hb-o shgc-0.52100%S 13.5 1.080 30.2 408 27.2 0 367 Floor-22A-ph 31 ft_ Per. 31 1.358 - 38.0 1 179 - - - --- - ----_ - 0.0 0 .. 0 Subtotals for Structure: 4,046 0 2,856 Infil.: Win.: 8.4, Sum.: 4.5 251 1.027 258 0.295 187 74 Ductwork: 1,147 755 Room Totals: 5,451 187 3,685 Rhvac Residential & Light Commercial HVAC Loads Ken'Humphrey Elite software Development, Inca Jackson Residence R6t 8aint.Lucie FL. 34983 :` _ .' = Page 13' Detailed ROOM :Loads= "Room;-5' =,. Kitchen {Average Load Procedure) General , Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: 1 Area: 114.0 sq.ft. Supply Air: 119 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.8 AC/hr Volume: 912.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 119 CFM Percent of Supply.: 2 % Runout Duct Size: 6 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 605 ft./min. Percent of Supply: 4 % Runout Air Velocity: 605 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.233 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item' Area -U- Htg : Sen ; C1g : Lat '- Sen Description Quantity,! Value, HTM ' - Loss '., -: HTM ; Gain,. - Gain ' W -Wall-I3A-4fcs 12 X 8 84 0.117 3.3 275 1.8 0 150 W -GIs-1A-hb-o shgc-0.52 20%S 12 1.080 30.2 363 58.1 0 697 Floor-22A-ph 12 ft .Per. _._. .._ .... ...._.__. 12 _.._..._ 1.358 38.0 456 _ 0.0 _...._ _....._._._._..0. Subtotals for Structure: 1,094 0 847 Infil.: Win.: 3.2, Sum.: 1.7 96 1.031 99 0.292 72 28 Ductwork: 318 535 Equipment_ .._.. ----.. ....._... __._.... .......... _. __._... _....__._ . _._.. ......_._ _.... ........ ._..._. _...... .......... 0 ............ 1,200 . _. Room Totals: 1,511 72 2,610 Rhvac Residential & Light Commercial HVAG Loads EIRe Software Development, Inca Ken Humphrey = Jackson Residence. "Jl Poit:Saint Lucie FL 34983 -; . Pa e 14` Detailed-Room:Loads'-'Room 6: tiall (Average -Load Procedure) .-';- General Calculation Mode: Hig. & clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 70.0 sq.ft. Supply Air: 0 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.0 AC/hr Volume: 560.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 0 1 CFM Runout Air: 0 CFM Percent of Supply.: 0 % Runout Duct Size:. 0 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 0 ft./min. Percent of Supply: 0 % Runout Air Velocity: 0 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item, Area -U Htg - Sen : Clg Lat Sen Description Quantity' Value,- HTM -•- Loss -HTM,. Gain • - Gain Floor-22A-ph 10 ft..Per. 10 1.358 38.0 380 0.0 0 0 Subtotals for Structure: 380 0 0 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 101 0 Room Totals: 481 0 0 Rhvac Residential 8< Light Gommercral HUAC Loads Elite Sottware Development, Inc ; Au'mp Y Jackson R i� ence Port`S,Lb, 34983 . : E .- a6fucie F Pr - a e.15 P betailed Room Loads -Room 7 -Laundry (Average`Lvad P.roeedure)771 General` Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 7.9 ft. System Number: 1 Room Width: 3.5 ft. Zone Number: 1 Area: 28.0 sq.ft. Supply Air: 13 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 221.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 13 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 147 ft./min. Percent of Supply: 4 % Runout Air Velocity: 147 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.026 in.wg./100 ft. Actual Summer Infil.: - 0 CFM a D s ription _. Quari6 .:. Value -..,._ HTM .;- .;.-- -.--Loss .. _ ` HTM . -;.._ . Gairt , --Pain,; W -Part-1 5'/1 Y-12E-0sw 8 X 8 43 0.068 1.0 44 1.0 0 44 N -Part-1 Y/1 Y-12E-0sw 7 X 8 56 0.068 1.0 57 1.0 0 57 W-Door-11 D 3 X 7 21 0.390 5.9 123 5.9 0 123 Floor-22A-ph 15 ft..Per._....__......_...___...__._..._. 15 1.358 38.0 570 0.0 0 0 Subtotals for Structure: 794 0 224 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: _ ..__..... _ . ---._..__... _.._ . _..._ _ ..... 212 _.... _. -.. _ ... ....... _._ .._... _ . . 58 ......... Room Totals: 1,006 0 282 Rhvac Residential & Light Commercial HVAC Loads Elite Software Development, Inc': Ken Humphrey V Jackson Residence. Port".Samf Lucie,.FL:34983< ::. _ Pa Detailed,ROOM 10cids Room 6. :Sta►c iiay (Average Load: Procedure) :: = I.General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 1 Room Width: 3.5 ft. Zone Number: 1 Area: 32.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 252.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 4 CFM Percent of Supply.: 13 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 43 ft./min. Percent of Supply: 4 % Runout Air Velocity: 43 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.003 in.wg./100 ft. Actual Summer Infil.: 1 CFM 'Area Description Qunti '. Value :; HTM , Loss I, .: ;° • HTM. Gan -Gain W -Wall-I3A-4fcs 4 X 8 32 0.117 3.3 105 1.8 0 57 Floor-22A-ph 4 ft..Per. 4 1.358 38.0 152 0.0 0 0 Subtotals for Structure: 257 0 57 Infil.: Win.: 1.1, Sum.: 0.6 32 1.031 33 0.281 24 9 Ductwork: 77 17 Room Totals: 367 24 83 Rhvac Residential &Light Commercial HVAC Loads EIRe Software Development, inc Ken Humphrey Jackson Residence Port,Samf.Luc: ie FL.34983 Pa a 97'. Detailed Room.°L oads -'R' '6 i-9_" '::Master Bedroom» (Average -L bad ProcedUre) '.; .:. General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 19.0 ft. System Number: 1 Room Width: 13.0 ft. Zone Number: 1 Area: 247.0 sq.ft. Supply Air: 192 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 1,976.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 6 CFM Runout Air: 96 CFM Percent of Supply.: 3 % Runout Duct Size: 6 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 488 ft./min. Percent of Supply: 4 % Runout Air Velocity: 488 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.153 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- ` Htg ; Sen ` Clg ' Lat Sen ; Descritiort = Quantity` Va{ue HTM= -.Loss>. -; -HTM= Gain --Gain! W -Wall-13A-4fcs 19 X 8 116 0.117 3.3 380 1.8 0 208 N -Wall-13A-4fcs 20 X 8 130 0.117 3.3 426 1.8 0 233 W-Door-11 D 3 X 7 21 0.390 10.9 229 10.1 0 213 W -GIs-IA-hb-o shgc-0.5216%S 15 1.080 30.2 454 59.7 0 896 N -GIs-1A-hb-o shgc-0.52 1 00%S 30 1.080 30.2 908 27.1 0 814 (2) UP-Ceil-16C-30 19 X 13 247 0.032 0.9 221 1.3 0 316 Floor-20P-21 13 X 19 247 0.047 1.3 325 0.5 0 116 Subtotals for Structure: 2,943 0 2,796 Infil.: Win.: 10.4, Sum.: 5.6 312 1.026 320 0.295 233 92 Ductwork: 869 863 People: 200 lat/per, 230 sen/per_ 2 400 460 Room Totals: 4,132 633 4,211 Rhvac Residential tii Light. Commercial HVAC Loads Ehte Software Development, Inc: Ken. Humphrey Jackson_ Residence Port Saint Lucie, FL 34983 <. ` Fa e 1.8 Detailed Room: Loads = Room .;0 -Walk In Closet ;(Average- toad Procedure) ': - . General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 8.4 ft. System Number: 1 Room Width: 6.6 ft. Zone Number: 1 Area: 55.0 sq.ft. Supply Air: 16 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.2 AC/hr Volume: 444.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 16 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 184 ft./min. Percent of Supply: 4 % Runout Air Velocity: 184 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.040 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area, -U- Htg Sen Clg Lat Sen Description Quantity;. Value .-- HTM , -Loss , HTM .: ;. Gain Gain N -Wall-13A-4fcs 4 X 8 32 0.117 3.3 105 1.8 0 57 E -Wall-13A-4fcs 8.5 X 8 68 0.117 3.3 223 1.8 0 122 UP-Ceil-I6C-30 8.4 X 6.6 55.4 0.032 0.9 50 1.3 0 71 Floor-22A-ph 13 ft..Per. .. - - ._....__....__.._._....-.. ---... _ _.._._....___........._._...._........._.._.-..-._.. Subtotals for Structure: 872 0 250 Infil.: Win.: 3.3, Sum.: 1.8 100 1.030 103 0.300 75 30 Ductwork: 260 72 Room Totals: 1,235 75 352 Rhvac Residential & Light Comme_ rciaf HVAC Loatls Ken_Humphrey Elrte Software Development, Mc ' Jackson Residence-: 58ifSai6t Lucie, FL 34983 ; Pa a 19 Detailed Room Loads Roorn 1;7 IVlaster bath (Average Laaci Procedure] 1. General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.0 ft. System Number. 1 Room Width: 11.0 ft. Zone Number: 1 Area: 121.0 sq.ft. Supply Air: 62 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 968.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 62 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 453 ft./min. Percent of Supply: 4 % Runout Air Velocity: 453 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.170 in.wgJ100 ft. Actual Summer Infil.: 2 CFM ;; Area =U- ., Htg . , -Sen ' Clg;' Lat � :.. ° Sen [Item Description , = Quantity, , Value ',- ,- .-HTM -, _. Loss 'I, , - - ,-.HTM < - - -Gain , Gain E -Wall-I3A-4fcs 12 X 8 82.5 0.117 3.3 270 1.8 0 148 E -GIs-1A-hb-o shgc-0.52 27%S 13.5 1.080 30.2 408 55.4 0 748 UP-Ceil-1 6C-30 11 X 11 121 0.032 0.9 108 1.3 0 155 Floor-22A-ph 12 ft..Per. 12 1.358 38.0 456 0.0 0 0 Subtotals for Structure: 1,242 0 1,051 Infil.: Win.: 3.2, Sum.:1.7 96 1.031 99 0.292 72 28 Ductwork: 357 278 Room Totals: 1,698 72 1,357 Rhvac Residential & Light Comore_ rcial HVAC Loads Ken Humphrey _ _ _ Elite.Software Development, Jackson Residence: Port•SamtLucieFL.34983 'Detailed;Room Loads ; Room=1'2=='Gr6at:Ro6m.'(Average Load.Procedure) ,General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 21.0 ft. System Number: 1 Room Width: 13.8 ft. Zone Number: 1 Area: 290.0 sq.ft. Supply Air: 346 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.0 AC/hr Volume: 2,318.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 13 CFM Runout Air: 115 CFM Percent of Supply.: 4 % Runout Duct Size: 6 in. Actual Summer Vent.: 14 CFM Runout Air Velocity: 587 ft./min. Percent of Supply: 4 % Runout Air Velocity: 587 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.220 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item Area -U- , Htg . Sen ; Ctg Lat ; Sen Description Quanti ` Value r -HTM ., - Loss '. --HTM-� -Gain , Gain E -Wall-13A-4fcs 14 X 8 67 0.117 3.3 219 1.8 0 120 S -Wall-13A-4fcs 21 X 8 84 0.117 3.3 275 1.8 0 150 W -Wall-I3A-4fcs 13 X 8 104 0.117 3.3 341 1.8 0 186 E -GIs-IA-hb-o shgc-0.5216%S (2) 45 1.080 30.2 1,360 59.7 0 2,688 S -GIs-1A hb-o shgc-0.52 1 00%S 36 1.080 30.2 1,088 27.2 0 978 (2) S -GIs-1A-hm-d shgc-0.52 1 00%S 48 1.270 35.6 1,706 30.0 0 1,440 (2) UP-Ceil-16C-30 21 X 13.8 289.8 0.032 0.9 260 1.3 0 371 Floor-22A-ph 48 ft..Per. 48 1.358 38.0 1,825 0.0 0 0 Subtotals for Structure: 7,074 0 5,933 Infil.: Win.: 12.8, Sum.: 6.9 384 1.026 394 0.297 286 114 Ductwork: 1,990 1,559 Room Totals: 9,458 286 7,606 hvac Residential-& Light Commeraat HVAC Loads Ken_Humph Elite Softuvare Development, Inc ; Jackson Residence PortzSainilud FL34983 , .Pa a21.' Detailed Rabrn. Loads{ Room':3 Stalrway'(Average toad Procedure). General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 11.5 ft. System Number: 1 Room Width: 10.5 ft. Zone Number: 1 Area: 121.0 sq.ft. Supply Air: 55 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.4 AC/hr Volume: 966.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 55 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity. 628 ft./min. Percent of Supply: 4 % Runout Air Velocity: 628 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.444 in.wg./100 ft. Actual Summer Infil.: 2 CFM Area ` . -U- .:. Htg a _ Sen ..:° Clg ;' Lat ,; ; . Sen Descriofion _ ... __: Quanti , Value : _ -HTM : Loss ;- - . ,HTM , .... =,., Gain ....: - . , Gain W -Wall-13A-4fcs 11.5 X 8 80 0.117 3.3 262 1.8 0 143 W -GIs-1A-hm-o shgc-0.52 41%S 12 1.270 35.6 426 52.8 0 633 (3) UP-Ceil-16C-30 11.5 X 10.5 120.8 0.032 0.9 108 1.3 0 155 Floor-22A-ph 12 ft..Per. 12 1.358 38.0 456 0.0 0 0 Subtotals for Structure: 1,252 0 931 Infil.: Win.: 3.1, Sum.: 1.7 92 1.022 94 0.293 69 27 Ductwork: 359 247 Room Totals: 1,705 69 1,205 hvac Residential Light Commercial HVAC Loads Elite Software Development, Inca Ken:Humphrey .: Jackson Residence: ort PSami.Lucie FL. 34983 :.,.. Pa` e 22. Defiled Room Loads: -Room 14 ;=. Bath 2 (Average Load Ptocedure) General Calculation Mode: Htg. & clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 1 Room Width: 5.5 ft. Zone Number: 1 Area: 58.0 sq.ft. Supply Air: 28 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 462.0 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 28 CFM Percent of Supply.: 4 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 319 ft./min. Percent of Supply: 4 % Runout Air Velocity: 319 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.117 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area. -U-" Htg : Sen . Cig '. Lat ;: Sen Description = Quanti ' , Value- HTM:; Loss':, HTM.: ;---Gain' Gain: W -Wall-I3A-4fcs 5.5 X 8 38 0.117 3.3 124 1.8 0 68 W -GIs-1 A-hb-o shgc-0.52 27%S 6 1.080 30.2 181 55.3 0 332 UP-Ceil-1 6C-30 10.5 X 5.5 57.8 0.032 0.9 52 1.3 0 74 Floor-22A-ph 6 ft Per 6 1.358 38.0 228 0.0 0 0 Subtotals for Structure: 585 0 474 Infil.: Win.: 1.5, Sum.: 0.8 44 1.023 45 0.295 33 13 Ductwork: 168 126 Room Totals: 798 33 613 Kihv-ac esidential &Light Commercial HVAC Loads Elite SoihntareDevelopment, Inc Ken=Humphrey J Jackson Residence; PortSamt_Luc!6, .34983„t :. ��L�11�' t _ Pa a 23- Syst6rn I Room: Load-; Sum mart' Htg Mrn j Run � Run Cig Clg i Min Act; Room - Area r; Sens Htg i-,. Duct .Duct -. Seris Lat j' Clg Sys= No ::.Name SF,,' -' Btuh ,. „CFM?;' . Size , Vel:;: 'Btuh Btuh j, , CFM 4 ,CFM -Zone I- 1 Bedroom 1 181 5,023 65 1-7 463 2,718 161 124 124 2 Bath 1 56 938 12 1-4 298 572 48 26 26 3 Foyer 50 1,524 20 1-5 557 1,670 24 76 76 4 Living 233 5,451 71 2-5 615 3,685 187 168 168 5 Kitchen 114 1,511 20 1-6 605 2,610 72 119 119 6 Hall 70 481 6 0-0 0 0 0 0 0 7 Laundry 28 1,006 13 1-4 147 282 0 13 13 8 Stairway 32 367 5 1-4 43 83" 24 4 4 9 Master Bedroom 247 4,132 54 2-6 488 4,211 633 192 192 10 Walk In Closet 55 1,235 16 1-4 184 352 75•- 16 16 11 Master Bath 121 1,698 22 1-5 453 1,357 72 62 62 12 Great Room 290 9,458 123 3-6 587 7,606 286 346 346 13 Stairway 121 1,705 22 1-4 628 1,205 69 55 55 14 Bath 2 .58 798 10 1-4 319 613 33 28 28 Ventilation 1,508 808 2,034 Duct Latent 1,593 System 1 total 1,656 36,834 459 27,772 5,310 1,227 1,227 System 1 Main Trunk Size: 12x18 in. Velocity: 818 ft./min Loss per 100 ft.: 0.094 in.wg I.Cooling System Summary ` Cooling!:- Sensible/Latent _..,,Sensible' ;' Latent Total Tons`' = -. . ° =: S irt' 8tuh f` - 8tuh Btuh' Net Required: 2.76 84% / 16% 27,772 5,310 33,082 Recommended: 3.09 75% / 25% 27,772 9,257 37,030 Actual: 2.90 81 % / 19% 28,200 6,600 34,800 Equipment Data Heating System Cooling System Type: Two Speed Heat Pump Standard Air Conditioner Model: 25HNA936A003 25HNA936A003 Indoor Model: FV4CNF003T00 Brand: INFINITY INFINITY Description: TWO SPEED HEAT PUMP 17 SEER A/C Efficiency: Hi: 9 / Lo: 0 HSPF 17 SEER Comment: HSPF 9.0 Sound: Capacity: Hi: 34,800 / Lo: 0 Btuh 34,800 Btuh Sensible Capacity: n/a 28,200 Btuh Latent Capacity: n/a 6,600 Btuh FORM 1100A-08 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Performance Method A Project Name: Jackson Residence Builder Name: Street: Lot 55 Nettles Island Permit Office: St. Lucie County City, State, Zip: Fort Pierce , FL, Permit Number. Owner: Jurisdiction: Design Location: FL, Fort Pierce 1. New construction or existing New (From Plans) 9. Wall Types (2304.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 2304.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (892.0 sqft.) Insulation Area 6. Conditioned floor area (ft2) 1656 a. Under Attic (Vented) R=30.0 892.00 ft2 b. N/A R= ft2 7. Windows(354.0 sqft.) Description Area c. N/A R= ft2 a. U-Factor. Sgl, U=0.30 354.00 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor. N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 331.2 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 35.0 kBtu/hr SHGC: SEER: 17 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 35.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 SHGC: 14. Hot water systems 8. Floor Types (892.0 sqft.) Insulation Area - a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 892.00 ft2 EF: 0.99 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat Total As -Built Modified Loads: 24.49 Glass/Floor Area: 0.214 PASS To!0 Baseline Loads: 31.29 I hereby certify that the plans and p ifica on vered by Review of the plans and f'S1E S?,q? this calculation are in compliance ith the Florid Energy specifications covered by this Code. calculation indicates compliance s with the Florida Energy Code. PREPARED BY: Z k1J4R6Y N c Before construction is completed .� DATE: &I, // this building will be inspected for compliance with Section 553.908 0 * �` I hereby certify that this build g, as designed, is in compliance Florida Statutes. cDD with the Florida Energy Co WE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: € � � �� � fir• � ��� � . 6/16/2011 10:11 AM EneravGauaaO USA - FlaRes20n8 Paae 1 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 78 The lower the EnergyPerformance Index, the more efficient the home. Lot 55 Nettles Island, Fort Pierce, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.2 2304.00 ft2 b. N/A R= ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types Insulation Area 6. Conditioned floor area (ft2) 1656 a. Under Attic (Vented) R=30.0 892.00 ft2 b. N/A R= ft2 7. Windows— Description Area c. N/A R= ft2 a. U-Factor: Sgl, U=0.30 354.00 ft2 SHGC: SHGC=0.35 11. Ducts b. U-Factor: N/A ft2 a. Sup: Interior Ret: Interior AH: Interior Sup. R= 6, 331.2 ft2 SHGC: 12. Cooling systems c. U-Factor: N/A ft2 a. Central Unit Cap: 35.0 kBtu/hr SHGC: SEER: 17 d. U-Factor: N/A ft2 13. Heating systems SHGC: a. Electric Heat Pump Cap: 35.0 kBtu/hr e. U-Factor: N/A ft2 HSPF:9 SHGC: 14, Hot water systems -8. Floor Types Insulation Area a. Electric a. gallons Cap:40gallo ns a. Slab -On -Grade Edge Insulation R=0.0 892.00 ft ft2 0.99 b. N/A R= ft2 b. Conservation features c. N/A R= ft2 None 15. Credits CF, Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection: Otherwise, a new EPL Display Card will be completed based on installed Code co pliant features. Builder Signature: Date:—i:- * Address of New Hom . kCC^/,0 r—�►�,s a /jjj City/FL Zip: � �'c *Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA - FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at (321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the Department of Community Affairs at (850) 487-1824. r**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G of the Florida Building Code, Residential, if not DEFAULT. EnergyGauge® USA - FlaRes2008 6}b PROJECT Title: Jackson Residence Bedrooms: 3 Adress Type: Street Address Building Type: FLAsBuilt Conditioned Area: 1656 Lot # ^ Owner: Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 180 Street: Lot 55 Nettles Island Permit Office: St. Lucie County Cross Ventilation: County: St. Lucie Jurisdiction: Whole House Fan: City, State, Zip: Fort Pierce , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL ST_LUCIE CO_INTL 2 39 90 75 70 722 62 Low FLOORS # 'Floor Type Perimeter R Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 892 ft 0 892 ft2 0 0 1 ROOF Roof Gable Roof Solar Deck V # Type Materials Area Area Color Absor. Tested Insul. Pitch 1 Hip Composition shingles, 966 ft2 0 ft2 Medium 0.96 No 0 22.6 deg ATTIC -V RBS IRCC # Type Ventilation Vent Ratio (1 in) Area 1 Full attic Vented 300 892 1t2 N N CEILING # Ceiling Type R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 30 892 ft2 0.11 Wood WALLS Cavity Sheathing- Framing Solar # Ornt Adjacent To Wall Type R-Value Area R-Value Fraction Absor. 1 N=>S Exterior Concrete Block - Int Insul 4.2 384 ft2 0 0.75 2 S=>N Exterior Concrete Block - Int Insul 4.2 384 ft2 0 0.75 3 E=>W Exterior Concrete Block - Int Insul 4.2 768 ft2 0 0.75 4 W=>E Exterior Concrete Block - Int Insul 4.2 768 ft2 0 0.75 DOORS # Omt Door Type Storms U-Value Area 1 N=>S Wood None 0.460000 21 ft2 2 E=>W Wood None 0.460000 21 ft2 WINDOWS Orientation shown is the entered orientation =>) changed to As Built rotated 180 degrees). Overhang # Omt Frame Panes NFRC U-Factor SHGC Storms Area Depth Separation Int Shade. Screening 1 N=>S Metal Low-E Single Yes 0.3 0.35 N 27 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 2 N=>S Metal Low-E Single Yes 0.3 0.35 N 30 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 3 S=>N Metal Low-E Single Yes 0.3 0.35 N 18 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 4 S=>N Metal Low-E Single Yes 0.3 0.35 N 96 ft2 4 ft 0 in 0 ft 0 in HERS 2006 None 5 S=>N Metal Low-E Single Yes 0.3 0.35 N 36 ft2 4 ft 0 in 0 ft 0 in HERS 2006 None 6 E=>W Metal Low-E Single Yes 0.3 0.35 N f5 ft2 4 ft 0 in 0 ft 0 in HERS 2006 None 7 E=>W Metal Low-E Single Yes 0.3 0.35 N 27 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 8 E=>W Metal Low-E Single Yes 0.3 0.35 N 12 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 9 E=>W Metal Low-E Single Yes 0.3 0.35 N 45 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 10 W=>E Metal Low-E Single Yes 0.3 0.35 N 12 ft2 1 ft0 in 0 ft0 in HERS 2006 None 11 W=>E Metal, Low-E Single Yes 0.3 0.35 N 12 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 12 W=>E Metal Low-E Single Yes 0.3 0.35 N 9 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None 13 W=>E Metal Low-E Single Yes 0.3 0.35 N 15 ft2 1 ft 0 in 0 ft 0 in HERS 2006 None INFILTRATION & VENTING - Forced. Ventilation -- Run Time Fan Method SLA CFM 50 ACH,50 ELA EgLA Supply CFM Exhaust.CFM Fraction Wafts Default 0.00036 1564 7.08 85.8 161.4 0 cfm 0 cfm 0 0 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wail Insulation 1 382.8 ft2 382.8 ft2 64 ft 8 ft 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts 1 Central Unit None SEER: 17 35 kBtu/hr 1050 cfm 0.75 sys#1 HEATING: SYSTEM # System Type Subtype Efficiency Capacity Ducts 1 Electric Heat Pump None HSPF: 9 35 kBtu/hr sys#1 HOT WATER SYSTEM # System Type EF Cap Use SetPnt Conservation 1 Electric 0.99 40 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS — Supply — — Return — Air Percent V # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF 1 Interior 6 331.2 ft Interior 82.8 ft2 Default Leakage Interior (Default) (Default) % TEMPERATURES Programable Thermosta[[tXX:]]Y Ceiling Fans: Heating X Jan [X] Feb [X] [X) Mar A ay Jul �j May Jun X Aug RiA X Sep 1X1 Oct W Oct Nov Nov Dec Dec Venting [[�X]] Jan [[�Xll Feb [�XX] Mar pr Jun [[�X]] Jul ug [[�Xll Sep l� Lx� X� Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 r t �r FORM 1100A-08 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 55 Nettles Island PERMIT #: I Fort Pierce, FL, INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTIC CHECK Exterior Windows & Doors N1106.AB.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls N1106.AB.1.2 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 N1106.AB.1.2 Penetrationslopenings > 1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings N1106.AB.1.2 Between walls & ceilings; penetrations of ceiling plane to top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures N1106.AB.1.2 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC with < 2.0 cfm from conditioned space, tested. Multi -story Houses N1106.AB.1.2 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts N1106.AB.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters N1112.AB.3 Comply with efficiency requirements in Table N1112.ABC.3 Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas N1112.AB.2.3 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Heat pump pool heaters shall have a minimum COP of 4.0. Shower heads N1112.AB.2.4 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems N1110.AB All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated and installed in accordance with the criteria of Section N1110.AB. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls N1107.AB.2 Separate readily accessible manual or automatic thermostat for each system. Insulation N1104.AB.1 Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both N1102.6.1.1 sides. Common ceiling & floors R-11. Parmit Number: Lot Number: Miscellaneous: Address: The I^ nnnation in this bok fit for administrative purposes only and is not part of this engineering review V. s Fabricator: East.CoastTruss __ _ A Standard Loading: T.C. Live 20 paf T.C. Dead 15 paf H.C. Live 10 paf H.C. Dead 10 paf 55 f ~MiTek-Inciustries, Inc. East Total pa Ta pa, FL Tampa, FL 33610 (813)972-1135 Engineering Index Sheet ANSI / ASIDE 7-05 Index Page 1 of 1 Main Wind Force Res. Sys. Job Number Date, FBC2007 Specification Quantity Wind Speed:140 22325 06/10/2011 % Mean Roof t:20 Exposure Caategoo ry: B Occupancy Factor: 1.00 A Professional Engineer's Seal affixed to this Index Sheet indicates the acceptance of professional Engineering Building Type: Enclosed responsibilities for Individual truss components fabricated in accordance with the listed and attached Truss Specification Zone location: Exterior Sheets. Determination as to the suitability of these individual truss components for any structure is the responsibility of the TC Dead Load: 15.0 Building Designer, as defined in ANSIITPI 1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are BC Dead Load: 10.0 maintained by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to East Coast Truss @ or MITek Industries Inc. 813 972-1135 Software - Online Plus Date Mark Data Mark Date Mark Date Mark Notes: Referto individual truss design drawings 1 6/10Y1011 Al1 2 1 6/10/2011 1 A2 1 3 1 6/10/2011 A3 4 1 6/10/2011 A4 for special loading conditions. 5 1 6/10/2011 1 A5 1 1 6 1 6/10/2011 1 1 7 1 6/10/2011 A7 Online Plus- m Copyright MTek®1996.2011 Version 28.0.006 Job Index Sheet 6/10/2011 12:59:09 PM Page 1 7 V . Job Marx Quan Type Span P1-H1 Left OH Right OH Engineering 22325 T Al 18 CAT2 220600 3 0 0 #22325 - JWN - JACKSON HO 3-14 Ho 3-14 TC{ 11-3-0 1 11-3-0 { 5x6 B 3x4 � ri T G 2x4 2x4 3 � H 3-1-10 I 1-3-2D 3x10 fih1 3x12 A D Sx10 C iy F E 3x4 4x6 Cant:l- 0- 0� W:800 W:800 R:1285 R:1189 U: 400 U: 336 BC 1-8-0 1 10-1-0 1 10-9-0 . IB 22 ALL PLATES ARE MT2020 Scale: 0.288" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.93 2x 4 SP-SS -- 0.81 2x 4 SP42 B -C BC 0.95 2x 4 SP42 -- 0.87 2x 4 SP-#1 E -D -- 0.76 2x 4 SP-SS D -C WB 0.55 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 22- 6- 0 BC Cont. 0- 0- 0 22- 6- 0 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 10.0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb-1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- E 1285 400 U 50 R C 1190 336 U 51 R it Brg Size Required E 8.0" 1.5" C 8.O" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC MiTek® Online Plus' Membr CSI P Lbs Axl-CSI-Bnd -----------Top Chords ---------- A -I 0.93 3735 C 0.05 0.88 I -G 0.52 4206 C 0.09 0.43 G -B 0.25 4034 C 0.06 0.19 B -H 0.60 4363 C 0.18 0.42 H -C 0.81 5599 C 0.32 0.49 --------Bottom Chords --------- A -E 0.95 3525 T 0.59 0.36 E -F 0.77 3542 T 0.46 0.31 F -D 0.87 4392 T 0.57 0.30 D -C 0.76 5475 T 0.47 0.29 ------------- Webs ------------- I -F 0.19 602 T F -G 0.05 313 C G -D 0.12 434 C B -D 0.55 1733 T D -H 0.49 1205 C TL Defl -1.27" in D -C L/190 LL Defl -0.59" in D -C L/412 DL Defl -0.43" at D L/563 Hz Disp LL DL TL it C 0.20" 0.25" 0.45" Shear // Grain in E -I 0.67 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI B MT20 5.0x 6.0 0.5 Ctr 0.85 E MT20 4.Ox 6.0 Ctr 0.6 0.98 D MT20 5.0x10.0 Ctr-1.0 0.93 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 This truss has been designed for 20.0 psf LL on the B.C.- in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. anA any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 20-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 pef BC Dead Load 6.0 psf Max comp. force 5599 Lbs Max tens. force 5475 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 11ICAUTIONIII READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus-® Copyright M?ek®1996-2011 Version 28.0.006 Engineering -Portrait 6/10/2011 12:57:35 PM Pagel Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 A2 1 SP 200707 3 1-10- 9 0 #22325 - JWN - JACKSON HO 8-8 HO 3-14 T11 1-11-9 1 9-4-8 1 11-2-15 1 Sx5 B 3 T 2x4 2x4 E F 3-1-10 3x4 7x6 G mo'* 1-3-2D A D 3x12 1- 2- 2 5x10 1- 3- 2 C i1.5 --- BUILDER TO SHIM V M F] W:308 W:800 R:1274 R:1132 U: 377 U: 320 BCl 9-10-8 1 10-8-15 2 ALL PLATES ARE MT2020 Scale: 0.294" = 1' Online Plus -- Version 28.0.006 RAN DATE: 10-JM-ll CSI -Size- ----Lumber---- TC 0.96 2x 4 SP-#1 -- 0.78 2x 4 SP42 H -C BC 0.73 2x 4 SP-SS WB 0.48 2x 4 SP43 SL 0.19 2x 4 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 7- 7 BC Cont. 0- 0- 0 20- 7- 7 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 10.0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- A 1274 377 U 53 R C 1133 320 U 71 R it Brg Size Required A 3.5" 1.5" C 8.0" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -G 0.94 2852 C 0.04 0.90 MiTek® Online Plus' G -E 0.96 3465 C 0.06 0.90 E -B 0.67 3738 C 0.12 0.55 B -F 0.48 3985 C 0.15 0.33 F -C 0.78 5205 C 0.28 0.50 --------Bottom Chords --------- * -D 0.66 3315 T 0.28 0.38 D -C 0.73 5093 T 0.44 0.29 ------------- Webs ------------- E -D 0.13 436 T B -D 0.46 1436 T D -F 0.48 1189 C ----------- Sliders ------------ A -G 0.19 1233 C TL Defl -1.11" in D -C L/212 LL Defl -0.52" in D -C L/451 DL Defl -0.34" at D L/685 Hz Disp LL DL TL it C 0.16" 0.20" 0.37" Shear // Grain in G -G 0.87 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size K Y JSI A MT20 7.Ox 6.0 3.4 0.7 0.94 D MT20 5.0xl0.0 Ctr-1.0 0.82 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the H.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the H.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 20-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 6.0 psf Max comp. force 5205 Lbs Max tens. force 5093 Lbs Connector Plate Fabrication Tolerance - 20`k This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Online Plus"' 0 Copyright Mi rekO 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:57:35 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 A3 1 SP 170114 3 2- 3- 5 0 '#22325 - JWN - JACKSON HO 1-7-15 Ho 3-14 TCj 2-3-5 1 5-10-13 1 11-3-1 4x4 B T 3 F 3x3 3x8 G 3-1-10 A y 1-3-2D a 1.5 E 6- 3 D 18G-MT8H-10x20 1- 3- 2 3x8 C 2x4 T W:308 W:800 R:1109 R: 936 U: 339 U: 264 F BC1 6-4-15 1 10-8-15 LEI 17-1-14 EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.339" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.63 2x 4 SP42 BC 0.96 2x 4 SP-#1 -- 0.42 2x 4 SP42 E -D WB 0.77 2x 4 SP-#3 -- 0.06 2x 6 SP42 E -A Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 1-14 BC Cont. 0- 0- 0 17- 1-14 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 10.0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb-1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- E 1110 340 U 89 R C 937 265 U 80 R it Brg Size Required E 3.5" 1.5" C 8.0" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd MiTekO Online Plus' ----------Top Chords ---------- A -B 0.45 2492 C 0.07 0.38 B -G 0.34 2616 C 0.06 0.28 G -C 0.63 3908 C 0.15 0.48 --------Bottom Chords --------- E -D 0.42 70 T 0.00 0.42 D -C 0.96 3832 T 0.30 0.66 ------------- Webs ------------- E -A 0.06 978 C WindLd A -D 0.77 2422 T B -D 0.27 853 T D -G 0.51 1264 C TL Defl -0.73" in D -C L/267 LL Defl -0.34" in D -C L/566 DL Defl -0.18" at D L/999 Hz Disp LL DL TL it C 0.08" 0.10" 0.18" Shear // Grain in A -B 0.27 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 3.Ox 8.0 1.0 Ctr 0.92 D MT8H 10.0x20.0-1.5 1.5 0.99 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 20-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 6.0 psf Max comp. force 3908 Lbs Max tens. force 3831 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus'"' 0 Copyright Mi feko 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:57:37 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 A4 1 SP 130804 3 2- 3- 5 0 #22325 - JWN - JACKSON 2-6-5 HO 3-14 HO TC2-3-5 1 2-5-4 1 11-3-0 3 4x4 B 3x4 A 3x4 . G 3-1-10 1-3-2D`^ V~ 1 q+ a E 2x4 DY �•5 5x8 t fa I 3x6 C W:308 W.800 R: 919 R: 745 U: 291 D: 205 BCJ 2-11-6 1 10-8-14 LQ 13-8-4 ALL PLATES ARE MT2020 Scale: 0.408" = V Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- TC 0.59 2x 4 SP42 BC 0.86 2x 4 SP-#1 -- 0.21 2x 4 SP42 E -D WB 0.60 2x 4 SP43 -- 0.22 2x 6 SP42 E -A Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 13- 8- 4 BC Cont. 0- 0- 0 13- 8- 4 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 10.0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 FC=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- F 920 291 U 209 R C 745 205 U 170 R at Brg Size Required F 3.511 1.5" C 8.0" 1.5" Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC MiTek® Online Plus'" Membr CSI P Lbs Axl-CSI-Had ----------Top Chords ---------- A -B 0.12 1055 C 0.00 0.12 B -G 0.32 1125 C 0.00 0.32 G -C 0.59 2644 C 0.07 0.52 --------Bottom Chords --------- E -D 0.21 381 T 0.05 0.16 D -C 0.86 2605 T 0.21 0.65 ------------- Webs ------------- E -A 0.12 829 C 0.01 0.11 F -E 0.22 919 C 0.03 0.19 A -D 0.33 1046 T B -D 0.09 284 T D -G 0.60 1500 C TL Defl -0.56" in D -C L/272 LL Defl -0.27" in D -C L/559 DL Defl -0.12" at D L/999 Hz Disp LL DL TL it C 0.05" 0.06" 0.11" Shear // Grain in G -C 0.30 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area it Type Plt Size X Y JSI D MT20 5.0x 8.0-1.5-1.0 0.95 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 OH Loading Soffit psf 2.0 This truss has been designed for 20.0 psf LL on the B.C. in areas where a rectangle 3- 6= 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 psf non - concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 20-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 6.0 psf Max comp. force 2644 Lbs Max tens. force 2605 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 14AURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 copyright MiTekO 1996-2011 Version 28.0.005 Engineering - Portrait 6/10/2011 12:57:37 PM Page 1 sob Mark Quan Type Span Pl-HI Left OH Right OH Engineering 22325 AS 1 HF52 100211 3 0 0 #22325 - JWN - JACKSON HO 2-10-15 SO 3-14 TCj 10-2-11 2x4 A 3 3x3 E 2-10=9 C 5x5 3x4 H 1.5 � mztx W:308 W:800 'R: 557 R: 557 U: 173 U: 147 BC 10-2-11 ry ALL PLATES ARE MT2020 Scale: 0.563" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JM-ll CSI -Size- ----Lumber---- TC 0.43 2x 4 SP42 BC 0.92 2x 4 SP42 WB 0.64 2x 4 SP43 -- 0.39 2x 6 SP42 C -A Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 10- 2-11 BC Cont. 0- 0- 0 10- 2-11 pef-Ld Dead Live TC 15.0 20.0 BC 10.0 10-0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb-1.15 FC-1..10 Ft=1.10 BC Fb-1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) at Down Uplift Horiz- MiTek® Online Plus' Membr CSI P Lbs Axl-CSI-Bad ----------Top Chords ---------- A -E 0.31 353 C 0.00 0.31 E -B 0.43 1738 C 0.01 0.42 --------Bottom Chords --------- C -B 0.92 1722 T 0.19 0.73 ------------- Webs ------------- C -A 0.39 153 T 0.00 0.39 D -C 0.11 557 C 0.00 0.11 C -E 0.64 1359 C TL Defl -0.30" in C -B L/365 LL.Defl 0.21" in C -B L/541 DL Defl 0.00" at L/999 Hz Disp LL DL TL at B 0.03" 0.04" 0.08" Shear // Grain in C -B 0.35 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area at Type Plt Size S Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. D 558 173 U 118 R NOTES: B 558 148 U 126 R Trusses Manufactured by: East Coast Truss it Brg Size Required Analysis Conforms To: D 3.5" 1.5" FBC2007 B 8.0° 1.5" TPI 2002 This truss has been designed Plus 5 Wind Load Case(s) for 20.0 psf LL on the B.C. Plus 1 UBC LL Load Case(s) in areas where a rectangle Plus 1 DL Load Case(s) 3- 6- 0 tall by 2- 0- 0 wide Checked for NonConcurrent 200 will fit between the B.C. Lbs Moving Point Load applied and any other member. at Panel Points and Mid -panel Design checked for 10 psf non - on BC concurrent LL on BC. Wind Loads - ANSI / ASCE 7-05 Online Plus- ® copyright MiTek® 1996.2011 Version 28.0.006 Engineering -Portrait 6/10/2011 12:57:38 PM Page 1 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 20-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 6.0 psf Max comp. force 1738 Lbs Max tens. force. 1722 Lbs Connector Plate Fabrication Tolerance = 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 A6 1 HFS2 60902 3 0 O #22325 - JWN - JACKSON HO 2-0-9 HO 3-14 TC� 6-9-2 2x4 i 3 T . 2-0-3 a C 2x4 2x4 B 1.5I W:308 W:800 R: 367 R: 371 U: 116 U: 96 BC 6-9-2 f� o ALL PLATES ARE MT2020 Scale: 0.696" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-MM-11 CSI -Size- ----Lumber---- TC 0.47 2x 4 SP-#2 BC 0.52 2x 4 SP42 WB 0.26 2x 6 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 6- 9- 2 BC Cont. 0- 0- 0 6- 9- 2 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 10.0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.01' Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 FC=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 MiTek® Online Plus"' A -B 0.47 496 C 0.00 0.47 --------Bottom Chords --------- C -B 0.52 509 T 0.07 0.45 ------------- Webs ------------- C -A 0.26 136 C 0.00 0.26 D -C 0.03 367 C 0.01 0.02 TL Defl -0.11" in C -B L/609 LL Defl -0.06" in C -B L/999 DL Defl 0.00" at L/999 Hz Disp LL DL TL it B 0.01" 0.01" 0.02" Shear // Grain in A -B 0.31 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ONLINE PLUS ,GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Total Load Reactions (Lbs) NOTES: it Down Uplift Horiz- Trusses Manufactured by: D 367 117 U 62 R East Coast Truss B 371 96 U 88 R Analysis Conforms To: FBC2007 it Brg Size Required TPI 2002 D 3.5" 1.5" This truss has been designed B 8.0" 1.5" for 20.0 psf LL on the B.C. in areas where a rectangle Plus 5 Wind Load Case(s) 3- 6- 0 tall by Plus 1 UBC LL Load Case(s) 2- 0- 0 wide Plus 1 DL Load Case(s) will fit between the B.C. and any other member. Checked for NonConcurrent 200 Design checked for 10 psf non- Lbs Moving Point Load applied concurrent LL on BC. at Panel Points and Mid -panel Wind Loads - ANSI / ASCE 7-05 on BC Truss is designed as a Main Wind -Force Resistance System. Membr CSI P Lbs Axl-CSI-Bnd Wind Speed: 140 mph ----------Top Chords---------- Mean Roof Height: '20-0 Online Plus- 0 copyright MTek® 1995-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:57:38 PM Page 1 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 6.0 psf Max comp. force 496 Lbs Max tens. force 509 Lbs Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTIONIII READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job 22325 Mark A7 Quan Type 1 HFS2 Span P1-HI Left OH Right OH 30309 3 0 0 Engineering #22325 - JWN - JACKSON HO 1-2-2 HO 3-14 TC? 3-3-9 � 2x4 C 2x4 3 T } 1-1-12 2x4 1.SI �21 W:308 W:800 R: 280 R: 290 U: 57 U: 48 BC 3-3-9 6 ALL PLATES ARE UT2020 Scale: 0.81V' = 1' online Plus -- Version 28.0.006 RUN DATE: 10-JW-11 CSI -Size- ----Lumber---- TC 0.17 2x 4 SP42 BC 0.19 2x 4 SP42 WE 0.00 2x 6 SP42 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 3- 9 BC Cont. 0- 0- 0 3- 3- 9 psf-Ld Dead Live TC 15.0 20.0 BC 10.0 10.0 TC+BC 25.0 30.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.25 Plate Duration Factor 1.25 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 MiTekO Online Plus"' A -B 0.17 14 T 0.00 0.17 --------Bottom Chords --------- C -B 0.19 43 T 0.00 0.19 ------------- Webs ------------- C -A 0.00 106 C WindLd TL Defl -0.02" in C -B L/999 LL Defl -0.01" in C -B L/999 DL Defl 0.00" at L/999 Hz Disp LL DL TL it B 0.00" 0.00" 0.00" Shear // Grain in A -B 0.11 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Total Load Reactions (Lbs) Trusses Manufactured by: it Down Uplift Horiz- East Coast Truss C 280 57 U 40 R Analysis Conforms To: B 290 48 U 36 R FBC2007 TPI 2002 it Brg Size Required This truss has been designed C 3.5" 1.5" for 20.0 psf LL on the B.C. B 8.0" 1.5" in areas where a rectangle 3- 6- 0 tall by Plus 5 Wind Load Case(s) 2- 0- 0 wide Plus 1 UBC LL Load Case(e) will fit between the B.C. Plus 1 DL Load Case(s) and any other member. Design checked for 10 psf non - Checked for NonConcurrent 200 concurrent LL on BC. Lbs Moving Point Load applied Wind Loads - ANSI / ASCE 7-05 at Panel Points and Mid -panel Truss is designed as a Main on BC Wind -Force Resistance System. Wind Speed: 140 mph Membr CSI P Lbs Axl-CSI-Bad Mean Roof Height: 20-0 ----------Top Chords---------- Exposure Category: B Online Plus- 0 copyright MTekO 1996.2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:57:38 PM Page 1 Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 9.0 psf BC Dead Load 6.0 psf Max comp. force 106 Lbs Max tens. force 56 The Connector Plate Fabrication Tolerance - 20% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "BCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Permit Number: Lot Number: Miscellaneous: Address: The Information in this box 9 for administrative purposes only and is not part of this engineering review. Truss Fabricator East Coast Truss Job Rfenrence#2'2325'?1NNJA�CKSO� = 6904 Parke East Blvd. rMlTA In-dustfieg;:Inc. Tampa, FL 33610 (813)972-1135 Engineering Index Sheet Index Page 1 of 1 Job Number Date FBC2007 Specification Quantity 22325 06/10/2011 25 A Professional Engineer's Seal affixed to this Index Sheet indicates the acceptance of professional Engineering responsibilities for individual truss components fabricated in accordance with the listed and attached Truss Specification Sheets. Determination as to the suitability of these individual truss components for any structure Is the responsibilty of the Building Designer, as defined in ANSVTPI 1-95, Section 2.2. Permanent files of the original Truss Specification Sheet are maintained by East Coast Truss. Questions regarding this Index Sheet and/or the attached Specification Sheets may be directed to East Coast Truss Q-) or MITek Industries, Inc. @ (813) 972-1135, (Software - Online Plus Standard Loading: T.C. Live 20 pef T.C. Dead 15 pef B.C. Live 10 pef B.C. Dead 10 pef Total 55 pef ANSI / ASIDE 7-05 Main Wind Force Res. Sys. Wind Speed: 140 Mean Roof Ht: 20 Exposure Category: B Occupancy Factor: 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load: 15.0 BC Dead Load: 10.0 Date Mark Date Mark Date Mark Date Mark Notes: Refer to Individual truss design drawings 1 6/1012011 FG1 2 6/10I2011 FL2 3 6110/2011 FL3G 4 6110/2011 FL4 forspecialloadingconditions. 5 6/10/2011 FL5G 6 6/10/2011 FL6G 7 611012011 FL7 8 6110/2011 FLBG 9 1 6/1012011 1 10 1 6/10P1011 FL10G 1 11 1 6/10/2011 FL11 1 12 1 6/10/2011 1 FL12 13 1 6/10/2011 1 14 1 6/1 1 15 1 6/1012011 FL15 16 1 6/1012011 FL16 17 1 6/10/2011 1 18 1 6/1012011 F—L1 8—G-1 1 19 1 6110/2011 FL19 20 1 6/1012011 1 FL20 21 1 6/10/2011 1 22 1 6/10/2011 FL22 23 1 6/10/2011 FL23 24 1 6/10/2011 FL24 25 1 6/10/2011 1FL25 f {,ti t r1 Online PlusTM O Copyright MiTekO 1998-2011 Version 28.0.006 Job Index Sheet 6/10/2011 1:00:09 PM Page 1 Job Mark Type Span P1-H1 Left OH Right OH22325 FG1 77[tQuan P FLAT 190600 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 TC, 19-6-0 J1180 5- 9 D� � 2- 6-14-1 48- x8 3x4 3x8 2x4 3x6 3x8 2x4 4x6 A N U S1 V W X P B T t:.: 1-4-0 D ... ,�.,.,T ...a 21' p, .....Q fix.; C 2X4 p R 2X4 0 Ll 4x8 CON TION 3x4 2x4 S2 3x8 COMNECTION � , TO WA L 18G-MTSH-6x12 TO WALL HGR it: 37o8 BY BUILDER HGR BY BUILDER R:2096 U: 991 M U: 557 4x10 BC 19-6-0 EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.319" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 r r►wrr+r+war w►■ + 2-Ply Trues r►rrrarrawr++w• CSI -Size- ----Lumber---- TC 0.82 2x 4 SP-#1 BC 0.94 2x 4 SP-SS WB 0.86 2x 4 SP43 -- 0.64 2x 6 SP42 D -A A -M 0 -B C -B PB --- 2x 4 SP43 Brace trues as follows: O.C. From To TC Cont. 0- 0- 0 19- 6- BC Cont. 0- 0- 0 19- 6- pef-Ld Dead Live TC 10.0 40.0 BC 10.0 10.0 TC+BC 20.0 50.0 Total 70.0 Spacing 24.0° Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb-1.00 FC=1.00 Ft=1.00 BC Fb=1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- D 3708 991 U 53 R C 2097 557 U 53 R it Brg Size Required D 3.5" 2.2" C 3.5^ 1.5" LC# 1 Standard Loading Dur Fctre - Lbr 1.00 Plt 1.00 plf - Dead Live* From To TC V 20 80 0.01 19.51 BC V 20 20 0.01 19.51 BC V 90 225 0.01 -15 -38 19.51 BC V 141 375 2.61 CL-LB Plus 6 Wind Load Case(s) Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbe Moving Point Load applied at Panel Pointe and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -N 0.21 7055 C 0.13 0.08 N -U 0.52 11112 C 0.34 0.18 U -S1 0.81 11928 C 0.39 0.42 S1-V 0.82 11928 C 0.39 0.43 MiTek8 Online Plus' V -W 0.79 11928 C 0.39 0.40 W -X 0.34 8542 C 0.20 0.14 X -P 0.21 4461 C 0.05 0.16 P -B 0.09 4461 C 0.04 0.05 --------Bottom Chords --------- * -M 0.11 39 T 0.00 0.11 M -T 0.56 7055 T 0.41 0.15 T -8 0.94 11112 T 0.66 0.28 S -R 0.94 11928 T 0.71 0.23 R -S2 0.82 11928 T 0.71 0.11 S2-Q 0.80 11928 T 0.71 0.09 Q -0 0.60 8542 T 0.50 0.10 O -C 0.07 39 T 0.00 0.07 ------------- Webs ------------- D -A 0.12 3274 C WindLd A -M 0.64 7714 T M -N 0.17 1741 C N -T 0.86 4316 T T -U 0.06 664 C U -S 0.17 868 T S -V 0.02 211 T R -W 0.13 689 T W -Q 0.37 3603 C Q -X 0.26 1336 T X -0 0.45 4341 C O -P 0.03 336 C O -B 0.40 4878 T C -B 0.07 2094 C Windld TL Defl -0.80n in T -S L/284 LL Defl -0.50a in T -S L/454 DL Defl -0.20" at S L/999 Shear // Grain in T -S 0.37 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 4.0x10.0 1.4-0.5 0.82 N MT20 4.Ox 8.0 1.0 Ctr 0.96 W UT20 3.Ox 6.0 1.5 Ctr 0.89 X MT20 3.Ox 8.0 1.5 Ctr 0.87 B MT20 4.Ox 6.0-0.9-0.4 0.89 M MT20 4.0x10.0-2.5 Ctr 0.99 T MT20 4.Ox 9.0-1.0 Ctr 0.96 S2 MT8H 6.Oxl2.0 Ctr 1.2 0.91 Q MT20 3.Ox 8.0-1.0 Ctr 0.80 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 2 COMPLETE TRUSSES REQUIRED. Fasten together in staggered pattern. (1/2e bolts -OR- SDS3 screws -OR- 30d nails as each layer is applied.) ----Spacing (In) ---- Rowe Nails Screws Bolts TC 1 12 24 0 BC 1 8.5 16 0 WE 1 8 8 Plus clusters of nails where shown. This truss has been designed for 20.0 pef LL on the B.C. in areas where a rectangle 3- 6- 0 tall by 2- 0- 0 wide will fit between the B.C. and any other member. Design checked for 10 pef non - concurrent LL on BC. Provide drainage to prevent water ponding. This trues must be installed as shown. It cannot be installed upside-down. Wind Loads - ANSI / ASCE 7-05 Trues is designed as a Main Wind -Force Resistance System. Wind Speed: 140 mph Mean Roof Height: 20-0 Exposure Category: B Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load 6.0 pef BC Dead Load 6.0 pef Max comp. force 11928 Lbs Max tens. force 11928 Lbs Connector Plate Fabrication Tolerance - 20% This trues is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 111CAUTION111 READ aBCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SHE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- Q Copyright MITek®1996.2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:32 PM Page 1 Job Mark Quan Type Span PI -HI Left. OH Right 6q Engineering 22325 FL2 11 M100 200200 10400 0 0 #22325 - JM - JACKSON Ho 1-4-0 HO 1-4-0 TC J 11-0-811 2-0-0 111-0-81 5x6 j< 9- 1- 0 C 3x4 4x4 3x3 3x3 2x3 2x3 3x3 (W)3x4 3x3 4x4 3x4 H AB E U v W X M X S2 Y Z J GF T 1-4-0 W:308 T S R L N Q P O W:308 R:1106 4x6 4x4 3x3 3x3 3x3 3x3 4x4 4x6 R:1105 D S1 (W)18G-MT8H-3x10 I 2x3 Common Diagonal: 1-3-0 2x3 BC 1 9-9- 9-9-8 0 M I® - EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.325" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.70 4x 2 SP42 BC 0.84 4x 2 SP-#1 WB 0.56 4x 2 SP43 Brace trues as follows: O.C. From To TC Cont. 0- 0- 0 20- 2- BC Cont. 0- 0- 0 20- 2- psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb-1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- C 1106 H 1106 it Brg Size Required C 3.0" 1.5" H 3.0" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Had ----------Top Chords ---------- A -C 0.03 0 T 0.00 0.03 C -E 0.06 573 C 0.00 0.06 C -E 0.07 573 C 0.00 0.07 E -U 0.30 1041 C 0.00 0.30 U -V 0.36 2686 C 0.07 0.29 V -W 0.53 3734 C 0.25 0.28 W -K 0.70 4261 C 0.09 0.61 K -M 0.70 4261 C 0.09 0.61 M -X 0.70 4261 C 0.09 0.61 X -S2 0.53 3734 C 0.25 0.2B S2-Y 0.48 3734 C 0.25 0.23 Y -Z 0.36 2686 C 0.07 0.29 MiTek® Online Plus' Z -J 0.30 1041 C 0.00 0.30 J -H 0.06 572 C 0.00 0.06 J -H 0.07 572 C 0.00 0.07 H -F 0.03 0 T 0.00 0.03 --------Bottom Chords --------- D -T 0.24 0 T 0.00 0.24 T -S 0.44 2004 T 0.13 0.31 S -R 0.63 3341 T 0.23 0.40 R -S1 0.73 4103 T 0.29 0.44 S1-L 0.84 ..4103 T 0.51 0.33 L -N 0.82 4261 T 0.49 0.33 N -Q 0.84 4103 T 0.51 0.33 Q -P 0.63 3341 T 0.23 0.40 P -0 0.44 2004 T 0.13 0.31 O -I 0.24 0 T 0.00 0.24 ------------- Webs ------------- D -C 0.08 215 T C -T 0.56 1413 T T -U 0.27 1341 C U -S 0.38 947 T S -V 0.18 912 C V -R 0.21 545 T R -W 0.10 512 C W -L 0.24 601 T L -K 0.06 320 C N -M 0.06 320 C N -X 0.24 601 T X -Q 0.10 512 C Q -Y 0.21 545 T Y -P 0.18 912 C P -Z 0.38 947 T Z -O 0.27 1341 C 0 -H 0.56 1413 T I -H 0.08 203 T TL Defl -0.47" in L -N L/501 LL Defl -0.3011 in L -N L/783 DL Defl -0.12" at N L/999 Shear // Grain in K -M 0.31 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTSH 18 Ga, Grose Area it Type Plt Size X Y JSI C MT20 S.Ox 6.0 1.0 Ctr 0.94 E MT20 3.Ox 4.0-1.4 Ctr 0.33 U MT20 4.Ox 4.0 0.2-0.5 0.93 W MT20 3.Ox 3.0 0.2 Ctr 1.00 K MT20 2.Ox 3.0-0.2 Cti 0.60 M MT20 2.Ox 3.0 0.2 Ctr 0.60 X MT20 3.Ox 3.0-0.2 Ctr 1.00 Z MT20 4.Ox 4.0-0.2-0.5 0.93 J MT20 3.Ox 4.0 1.4 Ctr 0.33 H MT20 5.Ox 6.0-1.0 Ctr 0.94 D MT20 2.Ox 3.0 0.2 Ctr 0.60 T MT20 4.Ox 6.0-0.8 0.5 0.97 S MT20 4.Ox 4.0-0.2 0.5 0.93 L MT20 3.Ox 3.0-0.2 Ctr 1.00 N MT20 3.Ox 3.0 0.2 Ctr 1.00 P MT20 4.Ox 4.0 0.2 0.5 0.93 O MT20 4.Ox 6.0 0.8 0.5 0.97 I MT20 2.Ox 3.0-0.2 Ctr 0.60 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses. Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-10d(0.131"X3") nails at truss member(s). This trues must be installed as shown. It cannot be installed upside-down. Max comp. force 4261 Lbs Max tens. force 4261 Lbs Connector Plate Fabrication Tolerance = 10% This trues is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. Online Plus- ® Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:33 PM Page 1 Y � c sob Mark --F-Quan Type Span PI -HI Left OH Right OH Engineering 22325 FL3G 1 M100 200200 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 TC 9-4 2-0-0 1 11-1-12 1 1-2-8 5x8 1x4 6' F lx4 Sx8 C 4x6 5x5 2x3 4x4 3x3 (W)3x6 `.3x3 4x6 5x6 J AB E G Y O Q Z S2 `' S AA N L I H 1-4-0 W:308 S1 W:308 R:1323 F X (W)3x6 P R W V T U M R:1552 6x6 5x6 5x6 2x4 5x6 4x4 5x5 6x8 6x6 D K 2x4 2x4 BC 7-0- - -0 - -12 0 E V ALL PLATES ARE MT2020 , Scale: 0.325" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- --Lumber ---- TC 0.90 4x 2 SP-#1 -- 0.81 4x 2 SP-SS C -S2 -- 0.00 4x 2 SP-#2 C -C J -J BC 0.83 4x 2 SP-SS -- 0.72 4x 2 SP42 D -S1 WB 0.61 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 20- 2- BC Cont. 0- 0- 0 20- 2- p8f-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft-1.00 BC Fb-1.00 Fc-1.00 Ft=1.00 Total Load Reactions (Lbs) at Down Uplift Horiz- C 1323 J 1553 at Brg Size Required C 3.5e 1.5" J 3.5" 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.00 Plt 1.00 plf - Dead Live• From To TC V 20 80 -0.31 19.81 BC V 10 0 -0.31 19.81 TC V 181 484 13.11 CL-LB Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(8) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Pointe and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -C 0.02 0 T 0.00 0.02 C -G 0.22 1317 C 0.01 0.21 G -Y 0.29 3244 C 0.08 0.21 Y -0 0.52 5086 C 0.21 0.31 O -Q 0.52 5086 C 0.21 0.31 Q -Z 0.81 5849 C 0.47 0.34 Z -S2 0.54 6063 C 0.49 0.05 MiTek® Online Plus' S2-S 0.90 6063 C 0.59 0.31 S -AA 0.50 6040 C 0.38 0.12 AA-N 0.47 4032 C 0.16 0.31 N -J 0.34 1553 C 0.02 0.32 J -H 0.03 0 T 0.00 0.03 --------Bottom Chords --------- D -F 0.08 0 T 0.00 0.08 D -F 0.04 0 T 0.00 0.04 F -X 0.47 1253 T 0.28 0.19 F -X 0.27 1409 T 0.16 0.11 X -S1 0.72 2269 T 0.52 0.20 S1-P 0.61 2411 T 0.23 0.38 X -S1 0.41 2552 T 0.30 0.11 S1-P 0.65 2411 T 0.23 0.42 P -R 0.79 2797 T 0.33 0.46 P -R 0.83 2797 T 0.33 0.50 R -W 0.79 2797 T 0.33 0.46 R -W 0.83 2797 T 0.33 0.50 W -V 0.48 3363 T 0.40 0.08 W -V 0.49 3363 T 0.40 0.09 V -T 0.47 3322 T 0.39 0.08 V -T 0.48 3322 T 0.39 0.09 T -U 0.39 2819 T 0.33 0.06 T -U 0.40 2819 T 0.33 0.07 U -M 0.23 1609 T 0.19 0.04 U -M 0.24 1609 T 0.19 0.05 M -K 0.04 0 T 0.00 0.04 M -K 0.04 0 T 0.00 0.04 ------------- Webs ------------- D -C 0.08 210 T C -F 0.39 974 T C -F 0.39 974 T F -G 0.32 1552 C G -X 0.45 1145 T X -Y 0.32 1576 C Y -P 0.56 1396 T P -O 0.06 323 C R -Q 0.19 962 C Q -W 0.49 1232 T W -Z 0.09 478 C Z -V 0.04 184 C V -S 0.08 213 T T -S 0.16 840 C T -AA 0.50 1262 T AA-U 0.31 1519 C U -N 0.61 1538 T N -M 0.39 1931 C M -J 0.46 1149 T M -J 0.46 1149 T K -J 0.08 204 T TL Defl -0.55" in R -W L/427 LL Defl -0.35" in R -W L/666 DL Defl -0.13" at W L/999 Shear // Grain in P -R 0.47 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - MT8H 18 Ga, Gross Area at Type Plt Size X Y JSI C MT20 5.Ox 8.0 1.1 0.5 0.74 G MT20 4.Ox 6.0 Ctr-0.5 0.89 Y MT20 5.Ox 5.0 0.2-1.0 0.97 O MT20 2.Ox 3.0-0.2 Ctr 0.60 Q MT20 4.Ox 4.0 1.0-0.5 0.96 AA MT20 4..Ox 6.0 Ctr-0.5 0.99 N MT20 5.Ox 6.0-0.5-1.0 0.94 J MT20 5.Ox 8.0-1.1 0.5 0.87 D MT20 2.Ox 4.0 0.2-0.5 0.56 F MT20 6.Ox 6.0 Ctr-0.4 0.74 P MT20 5.0x 6.0-1.0 Ctr 0.99 R MT20 2.Ox 4.0 0.2-0.5 0.72 V MT20 4.Ox 4.0 Ctr-0.5 0.55 T MT20 5.0x 5.0 1.0 Ctr 0.90 K MT20 2.Ox 4.0-0.2-0.5 0.56 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 pef non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2e. Provide 2X6 continuous strongback5 (on edge) every 10.0 Ft. Fasten to each trues w/ 3-30d(0.131"x3") nails at trues member(s). This trues must be installed as shown. It cannot be installed upside-down. Max comp. force 6063 Lbs Max tens. force 3363 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. BAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.S.#EB5251 k 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ nBCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACB. 3-BEARING BLOCK. Online Plus- Q Copyright MiTek® 1996-2011 Version 28.0.008 Engineering - Portrait 6/10/2011 12:59:34 PM Page 1 Job Mark Quan Type Span P1=H1 Left OH Right OH Engineering 22325 Ii'L4 2 M100 130308 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 TC1 1 9-12 1 1 2-0-0 1 1 9-12 1 1 5x5 C 3x3 3x3 3x3 lx4 3x3 3x3 3x6 A B 8 R S J L T H F T 11111 F "W/ 'I , 1-4-0 ' Faj \ I I 4, � G _-,4,PA = 2x3 Q P IC M O N W:308 4x4 3x3 3x3 1x4 3x3 4x4 R: 741 Common Diagonal: 1-3-0 D lx4 HGR R: 718 BC m 7-0-12 5-11-4 M Id 13-3-8 ALL PLATES ARE MT2020 Scale: 0.474" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JM-ll CSI -Size- ----Lumber---- TC 0.47 4x 2 SP42 BC 0.74 4x 2 SP42 WB 0.35 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 13- 3- 8 BC Cont. 0- 0- 0 13- 3- 8 psf-Ld Dead Live TC 10.0 - 40.0 BC 5.0 0.0 TCtBC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- C 741 G 718 it Brg Size Required C 3.0" 1.5" G 3.5" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC MiTek® Online Plus' D -Q 0.30 0 T 0.00 0.30 Q -P 0.48 1238 T 0.12 0.36 P -K 0.71 1794 T 0.19 0.52 K -M 0.74 1817 T 0.29 0.45 M -0 0.74 1817 T 0.29 0.45 0 -N 0.57 1254 T 0.12 0.45 N -G 0.29 0 T 0.00 0.29 ------------- Webs ------------- D -C 0.08 215 T C -Q 0.35 875 T Q -R 0.17 826 C R -P 0.16 416 T P -S 0.07 355 C S -K 0.12 310 T K -J 0.04 193 C M -L 0.08 199 T L -O 0..10 516 C 0 -T 0.19 477 T T -N 0.16 812 C N -F 0.35 892 T G -F 0.07 391 C G -F 0.07 391 C TL Defl -0.16" in P -K L/968 LL Defl -0.11" in P -K L/999 DL Defl -0.12" at K L/999 Shear // Grain in G -G 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI C MT20 5.0x 5.0 1.0 0.5 0.75 E MT20 3.Ox 3.0-0.9 Ctr 0.33 J MT20 1.0x 4.0 Ctr-0.5 0.37 F MT20 3.Ox 6.0 Ctr-0.2 0.97 D MT20 1.Ox 4.0 Ctr 0.5 0.69 Q MT20 4.Ox 4.0-0.2 0.5 0.88 M MT20 1.Ox 4.0 Ctr 0.5 0.64 N MT20 4.Ox 4.0 Ctr 0.5 0.98 Membr CSI P Lbs Axl-CSI-Bnd REFER TO ONLINE PLUS GENERAL ----------Top Chords---------- NOTES AND SYMBOLS SHEET FOR A -C 0.03 0 T 0.00 0.03 ADDITIONAL SPECIFICATIONS. C -E 0.06 354 C 0.00 0.06 C -E 0.06 354 C 0.00 0.06 NOTES: E -R 0.32 645 C 0.00 0.32 Trusses Manufactured by: R -S 0.34 1537 C 0.02 0.32 East Coast Truss S -J 0.34 1817 C 0.00 0.34 Analysis Conforms To: J -L 0.47 1817 C 0.01 0.46 FBC2007 L -T 0.47 1576 C 0.01 0.46 TPI 2002 T -F 0.35 670 C 0.00 0.35 Design checked for 10 pef non- --------Bottom Chords--------- concurrent LL on BC. Online PIusTM 0 Copyright MITek® 1996.2011 Version 26.0.006 Engineering -Portrait 611012011 12:59:34 PM Page 1 Max gap between edge of brg and end vertical or diagonal web is 1/2". Provide 2X6 continuous strongbacks (on edge) every 50.0 Ft. Fasten to each truss w/ 3-10d(0.131"x3") nails at truss member(e). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 1817 Lbs Max tens. force 1817 Lbs Connector Plate Fabrication Tolerance = 10% This trues is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIS BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !lICAUTIONIII READ "HCSI-H1 SSID41AItY SHEET- BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-THRACE. 3-BEARING BLOCK. Job Mark Quan Type Span Pl-HI Left OH Right OH Engineering 22325 FL5G 1 M100 170000 10400 0 0 I #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 m TC 9-12 2-0-0 1 r7-1216-0 7-8 0 2 5x6 (W)3x4 s 5x5 lx3 C 3x4 4x4 5x5 2x3 S2 2x3 3x3 3x3 `:3x3 X 5xS AS D T U E F V W M G 1-4-0 W:308 3'R d'J I' Q P N� O 4x4 R:1072 4x6 4x4 5x5 3x3 3x3 Sl 3x3 5x5 5x8 K Common Diagonal: 1-3-0 (W)18G-MTBH-3x10 M 2x3 W:400 R:1446 BC 7-0-12 6-1-0 3-6-12 EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.373" = V MiTek® Online Plus' Online Plus -- Version 28.0.006 D -T 0.20 1016 C 0.00 0.20 G MT20 5.0x 8.0-1.0-1.0 1.00 RUN DATE: 10-JUN-11 T -U 0.25 2546 C 0.05 0.20 K MT20 2.Ox 3.0 0.2 Ctr 0.60 U -E 0.84 3725 C 0.07 0.77 S MT20 4.Ox 6.0-0.5 0.5 0.98 CSI -Size- ----Lumber---- E -S2 0.84 3725 C 0.07 0.77 R 'MT20 4.Ox 4.0 Ctr 0.5 0.94 TC 0.84 4x 2 SP-SS S2-F 0.72 3725 C 0.07 0.65 J MT20 5.Ox 5.0-1.0 1.0 0.69 -- 0.07 4x 2 SP-#2 F -V 0.72 3725 C 0.07 0.65 N MT20 S.Ox 5.0 1.0 1.0 0.84 'C -D V -W 0.36 4005 C 0.21 0.15 0 MT20 5.0x 8.0 1.0 1.0 1.00 BC 0.99 4x 2 SP-#2 W -M 0.22 3557 C 0.10 0.12 H MT20 4.0x 4.0 1.2 0.5 0.33 -- 0.90 4x 2 SP-SS M -X 0.28 3417 C 0.09 0.19. K -Sl X -G 0.22 1495 C 0.03 0.19 REFER TO ONLINE PLUS GENERAL WB 0.79 4x 2 SP43 --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR K -S 0.17 0 T 0.00 0.17 ADDITIONAL SPECIFICATIONS. Brace trusses follows: S -R 0.31 1933 T 0.23 0.08 O.C. From To R -J 0.74 3223 T 0.28 0.46 NOTES: TC Cont. 0- 0- 0 17- 0- 0 J -I 0.86 3725 T 0.36 0.50 Trusses Manufactured'by: BC Cont. 0- 0- 0 17- 0- 0 I -Q 0.90 3988 T 0.40 0.50 East Coast Truss Q -S1 0.53 3907 T 0.46 0.07 Analysis Conforms To: psf-Ld Dead Live SI-P 0.99 3907 T 0.90 0.09 FBC2007 TC 10.0 40.0 P -N 0.87 3417 T 0.78 0.09 TPI 2002 BC 5.0 0.0 N -O 0.69 2857 T 0.65 0.04 Design checked for 10 psf non- TC+BC 15.0 40.0 0 -H 0.28 0 T 0.00 0.28 concurrent LL on BC. Total 55.0 Spacing 24.0" -------------Webs------------- Max gap between edge of brg Lumber Duration Factor 1.00 K -C 0.08 213 T and end vertical or Plate Duration Factor 1.00 C -S 0.55 1378 T diagonal web is 1/2". TC Fb-1.00 Fc=1.00 Ft-1.00 S -T 0.26 1278 C Provide 2X6 continuous BC Fb=1.00 Fc=1.00 Ft-1.00 T -R 0.34 851 T strongbacks (on edge) every R-u-0--l-9-93-7 C Total Load Reactions (Lbs) U -J 0.43 1076 T truss w/ 3-10d(0.131"x3") Jt Down Uplift Horiz- J -E 0.12 626 C nails at truss member(s). C 1072 I -F 0.17 435 T This truss must be installed H 1447 I -V 0.15 755 C as shown. It cannot be V -Q 0.07 233 C installed upside-down. Jt Brg Size Required Q -W 0.10 265 T Max comp. force 4005 Lbs C 3.0" 1.5" W -P 0.10 483 C Max tens. force 3988 Lbs H 4.0" 1.5" P -M 0.14 372 T Connector Plate Fabrication N -M 0.19 978 C Tolerance = 10% LC# 1 Standard Loading N -X 0.46 1154 T This truss is designed for a Dur Fctrs - Lbr 1.00 Plt 1.00 X -0 0.39 1881 C creep factor of 1.5 which plf - Dead Live* From To 0 -G 0.79 1991 T is used to calculate total TC V 20 80 -0.31 16.7' H -G 0.15 789 C load deflection. BC V 10 0 -0.3' 16.7' H -G 0.15 789 C FABRICATOR NOTES: TC V 181 484 13.1' CL-LB 1. EAST COAST TRUSS Plus Plus Plus TL Defl -0.46" in I -Q L/431 5285 ST.LUCIE BLVD. Unbalanced Load Cases LL Defl -0.29" in I -Q L/668 FORT PIERCE,FL 34946 DBC LL Load Case(s) DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bad ----------Top Chords ---------- A -C 0.02 0 T 0.00 0.02 C -D 0.03 591 C 0.00 0.03 C -D 0.07 525 C 0.00 0.07 DL Defl -0.12" at I L/999 Shear // Grain in F -V 0.65 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI C MT20 5.0x 6.0 1.0 Ctr 0.92 D MT20 3.Ox 4.0-1.4 Ctr 0.33 T MT20 4.Ox 4.0 Ctr-0.5 0.94 U MT20 5.Ox 5.0 Ctr-1.0 0.79 F MT20 2.Ox 3.0 0.2 Ctr 0.69 X MT20 5.Ox 5.0 0.2-1.0 0.89 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTIONIII READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:35 PM Page 1 , r ,Job , Mark 22325 FL6G . #22325 - JWN - JACKSON T 1-4-0 T Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.59 4x 2 SP-#2 BC 0.31 4x 2 SP-#2 WB 0.23 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3- 2- 0 BC Cont. 0- 0- 0 3- 2- 0 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 Fc=1.00 Ft-1.00 BC Fb-1.00 Fc=1.00 Ft-1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- B 666 F 666 it Brg Size Required B 3.5" 1.5" F 3.5" 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.00 Plt 1.00 plf - Dead Live* From To TC V 20 80 0.01 3.21 BC V 10 0 0.01 3.21 TC V 85 226 0.0' 3.21 Quan Type Span PI -Hi Left OH Right OH 1 M100 30200 10400 0 0 HO 1-4-0 HO 1-4-0 TC � 1 1-3-4 1 lx4 I 4x4 A C II B 2x3 D J 3x6 Common Diagonal: 1-3-0 HGR HGR R: 665 R: 665 BC 1-7-0 1-7-0 3-2-0 ALL PLATES ARE MT2020 MiTek® Online Plus'" Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bad -----------Top Chords---------- A -I 0.59 445 C 0.00 0.59 I -E 0.59 445 C 0.00 0.59 --------Bottom Chords--------- B -J 0.31 0 T 0.00 0.31 J -F 0.31 0 T 0.00 0.31 -------------Webs------------- B -A 0.07 360 C B -A 0.07 360 C A -J 0.23 578 T J -I 0.14 727 C J -E 0.23 578 T F -E 0.07 360 C F -E 0.07 360 C TL Defl -0.01" in B -J L/999 LL Defl 0.00" in B -J L/999 DL Defl 0.00" at L/999 Shear // Grain in A -I 0.59 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y is A MT20 4.Ox 4.0-0.5-0.5 0.90 I MT20 1.0x 4.0 Ctr-0.5 0.49 E MT20 4.Ox 4.0 0.5-0.5 0.90 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Plus 1 UBC LL Load Case(s) East Coast Truss Plus 1 DL Load Case(s) Analysis Conforms To: FBC2007 Checked for NonConcurrent 200 TPI 2002 Online PlusTM 0 Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:36 PM Page 1 Engineering Scale: 0.804" = V Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 727 Lbs Max tens. force 578 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. I1ICAUTION111 READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. B 2x3 D J 3x6 Common Diagonal: 1-3-0 HGR HGR R: 665 R: 665 BC 1-7-0 1-7-0 3-2-0 ALL PLATES ARE MT2020 MiTek® Online Plus'" Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bad -----------Top Chords---------- A -I 0.59 445 C 0.00 0.59 I -E 0.59 445 C 0.00 0.59 --------Bottom Chords--------- B -J 0.31 0 T 0.00 0.31 J -F 0.31 0 T 0.00 0.31 -------------Webs------------- B -A 0.07 360 C B -A 0.07 360 C A -J 0.23 578 T J -I 0.14 727 C J -E 0.23 578 T F -E 0.07 360 C F -E 0.07 360 C TL Defl -0.01" in B -J L/999 LL Defl 0.00" in B -J L/999 DL Defl 0.00" at L/999 Shear // Grain in A -I 0.59 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y is A MT20 4.Ox 4.0-0.5-0.5 0.90 I MT20 1.0x 4.0 Ctr-0.5 0.49 E MT20 4.Ox 4.0 0.5-0.5 0.90 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Plus 1 UBC LL Load Case(s) East Coast Truss Plus 1 DL Load Case(s) Analysis Conforms To: FBC2007 Checked for NonConcurrent 200 TPI 2002 Online PlusTM 0 Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:36 PM Page 1 Engineering Scale: 0.804" = V Design checked for 10 psf non - concurrent LL on BC. This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 727 Lbs Max tens. force 578 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. I1ICAUTION111 READ "SCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job __F_ Mark Quan Type Span PI -HI Left OH Right OH Engineering 22325 FL 1 M100 170000 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 m TC 1 19-1211 2-0-0 I f/-121 0 rr� 5x6 (W)3x4 2x3 C 3x4 3x4 4x4 2x3 S2 2x3 3x3 3x3 3x4 4x6 AB D R S E F T U V G T _ L 1-4-0 71 10 H W:308 P J IY O Sl N 'M� 4x4 R: 938 4x6 3x4 4x4 3x3 3x3 (W)3x6 3x4 4x6 X Common Diagonal: 1-3-0 2x3 W:400 R: 916 BC 7-0-12 1 9-7-12 E 17-0-0 ALL PLATES ARE MT2020 Scale: 0.373" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- TC 0.88 4x 2 SP42 BC 0.85 4x 2 SP-#1 -- 0.67 4x 2 SP42 S1-H WB 0.47 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 0- BC Cont. 0- 0- 0 17- 0- psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- C 938 H 916 it Brg Size Required C 3.0" 1.5" H 4.0" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -C 0.03 0 T. 0.00 0.03 C -D 0.06 476 C 0.00 0.06 C -D 0.06 476 C 0.00 0.06 D -R 0.33 865 C 0.00 0.33 R -S 0.37 2136 C 0.04 0.33 S -E 0.88 2952 C 0.05 0.83 E -S2 0.88 2952 C 0.05 0.83 S2-F 0.65 2952 C 0.05 0.60 F -T 0.65 2952 C 0.05 0.60 MiTek® Online Plus"' T -U 0.37 2882 C 0.14 0.23 U -V 0.38 2184 C 0.04 0.34 V -G 0.34 897 C 0.00 0.34 --------Bottom Chords --------- K -Q 0.24 0 T 0.00 0.24 Q -P 0.43 1651 T 0.12 0.31 P -J 0.72 2645 T 0.30 0.42 J -I 0.82 2952 T 0.37 0.45 I -.0 0.85 3039 T 0.40 0.45 0 -S1 0.48 2659 T 0.20 0.28 S1-N 0.67 2659 T 0.25 0.42 N -M 0.63 1690 T 0.15 0.48 M -H 0.27 0 T 0.00 0.27 -------------Webs------ ------ K -C 0.08 214 T C -Q 0.47 1174 T Q -R 0.22 1094 C R -P 0.27 674 T P -S 0.14 703 C S -J 0.29 738 T J -E 0.08 434 C I -F 0.08 215 T I -T 0.11 401 C T -0 0.06 300 C 0 -U 0.12 312 T U -N 0.13 661 C N -V 0.27 687 T V -M 0.22 1102 C M -G 0.47 1194 T H -G 0.09 499 C H -G 0.09 499 C TL Defl -0.33" in I -O L/600 LL Defl -0.21° in I -O L/928 DL Defl -0.12" at I L/999 Shear // Grain in F -T 0.42 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area it Type Plt Size X Y JSI C MT20 5.0x 6.0 1.5 0.5 1.00 D MT20 3.Ox 4.0-1.4 Ctr 0.33 S MT20 4.Ox 4.0 Ctr-0.5 0.78 F MT20 2.Ox 3.0 0.2 Ctr 0.60 V MT20 3.Ox 4.0-0.2 Ctr 0.95 G MT20 4.Ox 6.0 Ctr-0.5 0.95 K MT20 2.Ox 3.0 0.2 Ctr 0.60 Q MT20 4.Ox 6.0 Ctr 0.5 0.92 J MT20 4.Ox 4.0-0.5 0.5 0.71 N MT20 3.Ox 4.0 0.2 Ctr 0.95 M MT20 4.Ox 6.0 Ctr 0.5 0.95 H MT20 4.Ox 4.0 1.2 0.5 0.33 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-10d(0.131"x3") nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2952 Lbs Max tens. force 3039 Lbs Connector Plate Fabrication Tolerance = 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- @ Copyright MiTek®1996-2011 Version 28.0.008 Engineering - Portrait 6/10/2011 12:59:37 PM Page 1 Job ___F_ Marx Quan Type Span P1-HI Left OH Right OH Engineering 22325 FL8G 1 M100 170000 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 m TC 1 19-12112-0-0 1 r7-1216-0 7-8 0 'i 5x6 (w)3x4 5x5 lx3 C 3x4 4x4 5x5 2x3 S2 2x3 3x3 3x3 4��'4x41 X 5x8 AB D T UE F V w M G 1-4-0 s H W:308 GS R J I Q P N O 4x4 R:1110 4x6 4x4 5x5 3x3 3x3 S1 3x3 5x5 6x8 K Common Diagonal: 1-3-0 (W)18G-MTBH-3x10 2x3 W:400 R:1595 BC 7-0-12 -1- 3- - 2 17-0-0 EXCEPT AS SHOWN ALL PLATES ARE MT2020 Scale: 0.373" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JON-11 CSI -Size- ----Lumber---- TC 0.92 4x 2 SP-SS -- 0.07 4x 2 SP-#2 C -D BC 0.99 4x 2 SP-SS -- 0.86 4x 2 SP-#1 Sl-H WE 0.88 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 17- 0- BC Cont. 0- 0- 0 17- 0- psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 PC-1.00 Ft-1.00 BC Fb=1.00 Fc=1.00 Ft-1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- C 1110 H 1595 it Brg Size Required C 3.0" 1.5" H 4.0" 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.00 Plt 1.00 plf - Dead Live* From To TC V 20 80 -0.3' 16.7' BC V 10 0 -0.3' 16.7' TC V 232 619 13.1' CL-LB Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- A -C 0.02 0 T 0.00 0.02 C -D 0.03 616 C 0.00 0.03 C -D 0.07 547 C 0.00 0.07 MiTek® Online Plus"' D -T 0.20 1057 C 0.00 0.20 T -U 0.25 2660 C 0.05 0.20 * -E 0.92 3942 C 0.08 0.84 E -S2 0.92 3942 C 0.08 0.84 S2-F 0.81 3942 C 0.08 0.73 F -V 0.81 3942 C 0.08 0.73 V -W 0.41 4319 C 0.25 0.16 W -M 0.24 3943 C 0.15 0.09 M -X 0.30 3821 C 0.11 0.19 X -G 0.23 1663 C 0.04 0.19 --------Bottom Chords --------- K -S 0.17 0 T 0.00 0.17 S -R 0.33 2012 T 0.23 0.10 R -J 0.81 3385 T 0.30 0.51 J -I 0.94 3942 T 0.38 0.56 I -Q 0.99 4253 T 0.43 0.56 Q -S1 0.58 4257 T 0.50 0.08 SI-P 0.86 4257 T 0.77 0.09 P -N 0.78 3821 T 0.69 0.09 N -0 0.61 3181 T 0.57 0.04 O -H 0.22 0 T 0.00 0.22 ------------- Webs ------------- K -C 0.08 213 T C -S 0.57 1435 T S -T 0.27 1329 C T -R 0.36 901 T R -U 0.20 1003 C * -J 0.46 1170 T J -E 0.13 678 C I -F 0.19 495 T I -V 0.17 852 C V -Q 0.10 249 T O -W 0.10 252 T W -P 0.09 433 C P -M 0.14 362 T N -M 0.22 1119 C N -X 0.52 1320 T X -O 0.43 2096 C O -G 0.88 2215 T H -G 0.17 871 C H -G 0.17 871 C TL Defl -0.50" in I -Q L/396 LL Defl -0.32" in I -Q L/612 DL Defl -0.12" at I L/999 Shear // Grain in F -V 0.71 Plates for each ply each face. Plate - 14T20 20 Ga, Gross Area Plate - MT8H18 Ga, Gross Area Jt Type P1t Size X Y JSI C MT20 5.0x 6.0 1.0 Ctr 0.96 D MT20 3.Ox 4.0-1.4 Ctr 0.33 T MT20 4.Ox 4.0 Ctr-0.5 1.00 * MT20 5.Ox 5.0 Ctr-1.0 0.86 F MT20 2.Ox 3.0 0.2 Ctr 0.79 M MT20 4.Ox 4.0-0.5-0.5 0.64 X MT20 S.Ox 5.0-0.1-1.0 0.98 G MT20 S.Ox 8.0-1.0-1.S 0.99 R MT20 2.Ox 3.0 0.2 Ctr 0.60 S MT20 4.Ox 6.0-0.8 0.5 0.99 R MT20 4.Dx 4.0 Ctr 0.5 1.00 J MT20 S.Ox 5.0-1.0 1.0 0.7S N MT20 S.Ox 5.0 1.0 1.0 0.96 0 MT20 6.Ox 8.0 0.5 1.5 1.00 H MT20 4.Ox 4.0 1.2 0.5 0.39 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-10d(0.131"x3") nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 4319 Lbs Max tens. force 4257 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LDCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTION111 READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:38 PM Pagel 1 Job Mark Quan Type Span P1-HI Left OH Right OH 22325 FL9G 1 M100 200200 10400 0 0 FEngineering #22325 - JWN - JACKSON NO 1-4-0 HO 1-4-0 N O N O TC 1 191211 2-0-0 118-41 110-4110-4118-41 O 1 '� O 1, 1 � SPL 3x4 D 5x5 3x4 3x3 3x3 2x3 3x3 3x3 3x3 i }2x3 6x6 7x6 6x6 3x4 5x5 AS C E -- LL MM M 0 NN 00 N11 Q PP x QQ J H GF 1-4-0 .. J- D xx JJ N BE P II HE R GG L FF 2x3 4x4 3x3 3x3 3x62x3 3x3 3x3 5x6 6x10 5x5 6x6 W:308 W:308 SPL R: 839 Common Diagonal: 1-3-0 M U:1391 Cant:3- 3- 0 W:400 I R:3465 2x3 BC 7-0-12 6-1-0 3-3-12 3-1-8 0 rd 200 m ALL PLATES ARE MT2020 Scale: 0.288" = 1' MiTekO Online Plus' Online Plus -- Version 28.0.006 HN-00 0.30 1677 C 0.02 0.28 H MT20 S.Ox 5.0-1.0 0.5 0.90 RUN DATE: 10-JUN-11 00-0 0.17 695 C 0.01 0.16 D MT20 2.Ox 3.0 0.2 Ctr 0.60 Q -DD 0.11 895 C D.01 O.1D XX MT20 4.0x 4.0-0.5 0.5 0.94 CSI -Size- ----Lumber---- DD-PP 0.22 895 C 0.00 0.22 R MT20 S.Ox 6.0 0.8 1.5 1.00 TC 0.94 4x 2 SP-#1 PP-K 0.61 1786 T 0.32 0.29 GG MT20 6.0x10.0 0.5 1.5 0.90 -- 0.63 4x 2 SP-#2 K -00 0.94 3596 T 0.65 0.29 L MT20 5.0x 5.0 1.0 1.0 0.78 C -DD C -E J -H QQ-J 0.45 IS61 T 0.27 0.18 FF MT20 6.0x 6.0 Ctr 1.5 1.00 BC 0.89 4x 2 SP-#2 J -H 0.19 885 T 0.15 0.04 I MT20 2.Ox 3.0-0.2 Ctr 0.60 WE 0.99 4x 2 SP43 J -H 0.23 832 T 0.18 0.05 . " H -F 0.03 0 T 0.00 0.03 REFER TO ONLINE PLUS GENERAL Brace truss as follows: --------Bottom Chords--------- NOTES AND SYMBOLS SHEET FOR O.C. From To D -KK 0.33 0 T 0.00 0.33 ADDITIONAL SPECIFICATIONS. TC Cont. 0- 0- 0 20- 2- 0 KK-JJ 0.56 1449 T 0.15 0.41 BC Cont. 0- 0- 0 20- 2- 0 JJ-N 0.78 2226 T 0.25 0.53 NOTES: N -HE 0.77 2392 T 0.40 0.37 Trusses Manufactured by: psf-Ld Dead Live EE-P 0.89 2392 T 0.40 0.49 East Coast Truss TC 10.0 40.0 P -II 0.89 2392 T 0.40 0.49 Analysis Conforms To: BC 5.0 0.0 II-HH 0.,69 2107 T 0.19 0.50 FBC2D07 TC+BC 15.0 40.0 HH-R 0.41 1374 T 0.12 0.29 TPI 2002 Total 55.0 Spacing 24.0" R -GG 0.43 281 C 0.01 0.42 Design checked for 10 psf non - Lumber Duration Factor 1.00 GG-L 0.32 3596 C 0.16 0.16 concurrent LL on BC. Plate Duration Factor 1.00 L -FF 0.24 2537 C 0.08 0.16 Max gap between edge of brg TC Fb-1.00 Fc-1.00 Ft-1.00 FF-I 0.32 0 T 0.00 0.32 and end vertical or BC Fb-1.00 FC-1.00 Ft-1.00 -------------Webs------------- diagonal web is 1/2". D -C 0.D8 215 T Provide 2X6 continuous Total Load Reactions (Lbs) C -KK 0.41 1029 T strongbacks (on edge) every Jt Down Uplift Horiz- KK-LL 0.20 963 C 10.0 Ft. Fasten to each C 840 LL-JJ 0.21 544 T truss w/ 3-10d(0.131"x3") L 3465 JJ-MM 0.11 533 C nails at trues member(s). H 1391 G MM-N 0.20 507 T This trues must be installed G Gravity Uplift N -M 0.05 290 C as shown. It cannot be P -0 0.07 175 T installed upside-down. it Brg Size Required 0 -II 0.08 399 C Max comp. force 3596 Lbs C 3.0" I.S. II-NN 0.16 402 T Max tens. force 3596 Lbs L 4.011 . 1.6" NN-HH 0.12 595 C Connector Plate Fabrication H 3.5" I.S. HH-00 0.21 529 T Tolerance . 10% 00-R 0.16 792 C This truss is designed for a LC# 1 Standard Loading R -Q 0.16 815 C creep factor of 1.5 which Dur Fctrs - Lbr 1.00 Plt 1.00 R -PP 0.67 1692 T is used to calculate total plf - Dead Live- From To PP-GG 0.50 2450 C load deflection. TC V 20 80 -0.31 19.91 GG-K 0.99 2493 T FABRICATOR NOTES: BC V 10 0 -0.31 19.91 L -K 0.37 1895 C 1. EAST COAST TRUSS TC V 232 619 13.11 CL-LB L -00 0.38 1897 C 5285 ST.LUCIE BLVD. QQ-FF 0.69 1725 T FORT PIERCE,FL 34946 Plus 4 Unbalanced Load Cases FF-H 0.43 2111 C Plus 1 UBC LL Load Case(B) I -H 0.08 204 T MAURICE A. SHASHOUA, - Plus 1 DL Load Case(s) P.H.#EB5251 & 19554 TL Defl -0.22" in P -II L/883 1908 NW 112 AVE. Checked for NonConcurrent 200 LL Defl -0.14" in P -II L/999 CORAL SPRINGS, FL 33D71 Lbs Moving Point Load applied DL Defl -0.12" at P L/999 2. IIICAUTION111 READ "SCSI-B1 at Panel Points and Mid -panel Shear // Grain in M -0 0.26 SUMMARY SHEET" BEFORE on BC HANDLING , INSTALLING & - Plates for each ply each face. BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bnd Plate - MT20 20 Ga, Gross Area 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- Plate - MT8H 18 Ga, Gross Area FOR: 1-JACK NAILS. A -C 0.03 0 T 0.00 0.03 it Type Plt Size X Y JSI 2-TBRACE. 3-HEARING BLOCK. C -H 0.07 417 C 0.00 0.07 C MT20 S.Dx 5.0 1.0 0.5 0.88 C -E 0.08 417 C 0.00 0.09 E MT20 3.0x 4.0-1.4 Ctr 0.33 E -LL 0.38 758 C 0.00 0.38 M MT20 2.Ox 3.0-0.2 Ctr 0.60 LL-MM 0.42 1841 C 0.04 0.38 PP MT20 6.Ox 6.0 0.2-1.5 0.99 MM-M 0.63 2392 C 0.04 0.59 K MT20 7.Ox 6.0-2.0-2.0 0.99 M -0 0.63 2392 C 0.04 0.59 QQ MT20 6.Ox 6.0 Ctr-1.5 1.00 0 -NN 0.42 2308 C 0.02 0.40 J MT20 3.Ox 4.0 2.4 Ctr 0.46 Online Plus- O Copyright MiTekO 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:39 PM Pagel ' Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 FLIOG 1 M100 30808 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 TCI lx4 3x3 I R 3x6 2x3 A C G� E TISMON 01 1-4-0 1 B F 2 x 3 D - J Hx4 4x6 Common Diagonal: 1-3-0 HGR HGR R: 851 R: 851 BC - - - - fv �-o 0 ALL PLATES ARE MT2020 Scale: 0.746" = 1' MiTekO Online Plus' Online Plus -- Version 28.0.006 Checked for NonConcurrent 200 RUN DATE: 10-UM-11 Lbs Moving Point Load applied at Panel Points and Mid -panel CSI -Size- ----Lumber---- on BC TC 0.52 4x 2 SP42 BC 0.50 4x 2 SP42 Membr CSI P Lbs Axl-CSI-Bnd WB 0.32 4x 2 SP43 ----------Top Chords ---------- A -I 0.52 619 C 0.00 0.52 Brace truss as follows: I -K 0.52 619 C 0.00 0.52 O.C. From To K -E 0.25 0 T 0.00 0.25 TC Cont. 0- 0- 0 3- B- 8 --------Bottom Chords --------- BC Cont. 0- 0- 0 3- 8- 8 B -J 0.34 0 T 0.00 0.34 J -F 0.50 390 T 0.03 0.47 psf-Ld Dead Live ------------- Webs ------------- TC 10.0 40.0 B -A 0.09 463 C BC 5.0 0.0 B -A 0.09 463 C TC+BC 15.0 40.0 A -J 0.32 809 T Total 55.0 Spacing 24.0" J -2 0.14 713 C Lumber Duration Factor 1.00 J -K 0.12 309 T Plate Duration Factor 1.00 K -F 0.15 788 C TC Fb=1.00 Fc-1.00 Ft=1.00 F -E 0.01 85 C BC Fb-1.00 Fc=1.00 Ft=1.00 F -E 0.01 85 C Total Load Reactions (Lbs) TL Defl -0.01" in J -F L/999 Jt Down Uplift Horiz- LL Defl 0.01" in J -F L/999 B 852 DL Defl 0.00" at L/999 F 852 Shear // Grain in A -I 0.62 Jt Erg Size Required Plates for each ply each face. B 3.5" 1.5" Plate - MT20 20 Ga, Gross Area F 3.5" 1.5" Plate - MT8H 18 Ga, Gross Area at Type Plt Size X Y JSI LC# 1 Standard Loading A MT20 3.Ox 6.0 0.2-0.2 0.93 Dur Fctrs - Lbr 1.00 Plt 1.00 I MT20 1.0x 4.0 Ctr-0.5 0.48 plf - Dead Live* From To J MT20 4.Ox 6.0 Ctr 0.5 0.80 TC V 20 80 0.0' 3.7' F MT20 3.Ox 4.0 0.5 Ctr 0.84 BC V 10 0 0.01 3.7' TC V 85 226 0.0' 3.7' REFER TO ONLINE PLUS GENERAL TC V 11 28 0.0' 3.7' NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) NOTES: Trusses Manufactured by: Online Plus- 0 Copyright M7ek® 1996-2011 Version 28.0.006 Engineering - Portrait 611012011 12:59:39 PM Pagel East Coast Trues Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. This trues must be installed as shown. It cannot be installed upside-down. Max comp. force 788 Lbs Max tens. force 809 Lbs Connector Plate Fabrication Tolerance 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. BAST COAST TRUSS 5285 ST.LIIC28 BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOIIA, P.E.#EB5251 & 19554 1906 NW 112 AVE. CORAL SPRINGS, FL 33071 2. lIICAUTIONIII READ "SCSI-81 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span PI -HI Left OH Right OH Engineering 22325 FLIT 1 M100 180909 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 TCJ 18-111 2-0-0 111-0-81 5x6 5x6 C 3.x4 4x4 3x3 3x3 2zk53 3x3 (W)3x39- 1- 0 A B E U V K M W S2 X Y J GF 77 1-4-0 W:308 T S S1 R L N Q P 0 W:308 R:1021 4x6 4x4 (W)3x6 3x3 2x3 3x3 3x3 4x4 4x6 R:1016 D Common Diagonal: 1-3-0 I 2x3 2x3 BC 6-8 8-2-1 9-9-8 61 0 18-9-9 rn ALL PLATES ARE MT2020 Scale: 0.347" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.68 4x 2 SP42 BC 0.98 4x 2 SP-#1 -- 0.68 4x 2 SP42 D -S1 WB 0.51 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 18- 9- BC Cont. 0- 0- 0 18- 9- psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- C 1021 H 1016 Jt Brg Size Required C 3.5" 1.5" H 3.0" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords ---------- * -C 0.04 0 T 0.00 0.04 C -U 0.34 947 C 0.00 0.34 U -V 0.40 2400 C 0.06 0.34 V -K 0.66 3308 C 0.05 0.61 K -M 0.68 3550 C 0.07 0.61 M -W 0.54 3550 C 0.07 0.47 W -S2 0.40 3280 C 0.18 0.22 S2-X 0.42 3280 C 0.18 0.24 X -Y 0.35 2403 C 0.06 0.29 Y -J 0.30 945 C 0.00 0.30 MiTek® Online Plus' J -H 0.06 520 C 0.00 0.06 J -H 0.06 520 C 0.00 0.06 H -F 0.03 0 T 0.00 0.03 --------Bottom Chords --------- * -T 0.30 0 T 0.00 0.30 T -S 0.54 1823 T 0.16 0.38 S -S1 0.68 2947 T 0.28 0.40 S1-R 0.53 2947 T 0.48 0.05 R -L 0.98 3550 T 0.43 0.55 L -N 0.98 3550 T 0.43 0.55 N -Q 0.90 3538 T 0.46 0.44 Q -P 0.61 2971 T 0.22 0.39 P -0 0.43 1815 T 0.12 0.31 0 -I 0.24 0 T 0.00 0.24 ------------- Webs ------------- D -C 0.08 215 T C -T 0.51 1286 T T -U 0.25 1220 C U -S 0.32 801 T S -V 0.15 760 C V -R 0.24 603 T R -K 0.13 691 C L -K 0.12 306 T N -M 0.04 213 C N -W 0.16 408 T W -Q 0.08 384 C Q -X 0.17 429 T X -P 0.16 789 C P -Y 0.32 816 T Y -0 0.25 1212 C 0 -H 0.51 1283 T I -H 0.08 203 T TL Defl -0.39" in N -Q L/556 LL Defl -0.25" in N -Q L/870 DL Defl -0.12" at N L/999 Shear // Grain in X -M 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI C MT20 5.0x 6.0 1.0 Ctr 0.86 U MT20 4.Ox 4.0 Ctr-0.5 0.89 V MT20 3.Ox 3.0 0.2 Ctr 0.97 M MT20 2.Ox 3.0 0.2 Ctr 0.60 Y MT20 4.Ox 4.0 Ctr-0.5 0.90 J MT20 3.Ox 4.0 1.4 Ctr 0.33 H MT20 5.Ox 6.0-1.0 Ctr 0.85 D MT20 2.Ox 3.0 0.2 Ctr 0.60 T MT20 4.Ox 6.0-0.2 0.5 0.95 S MT20 4.Ox 4.0 Ctr 0.5 0.89 R MT20 3.Ox 3.0-0.2 Ctr 0.97 L MT20 2.Ox 3.0-0.2 Ctr 0.60 P MT20 4.0x 4.0 Ctr 0.5 0.90 0 MT20 4.Ox 6.0 Ctr 0.5 1.00 I MT20 2.Ox 3.0-0.2 Ctr 0.60 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-10d(0.131"x3") nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp, force 3550 Lbs Max tens..force 3550 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. . FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. !(!CAUTION!(! READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MiTek®1996-2011 Version 28.0.008 Engineering - Portrait 6/10/2011 12:59:40 PM Page 1 . , , Job Mark Quan Type Span P1-Hl Left OH Right OH Engineering 22325 FL12 1 M100 150400 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 HO 1-4-0 TCj 1 11-8 II 2-0-0 II 1-0-8 1 9- 1- 0 Sx5 5x5 C lx4 4x4 lx4 lx4 3x3 3x3 3x3 3x4 H A B E S K M T U V J G F T W:308 R L N Q P 0 W:308 R: 830 4x4 4x4 3x3 3x3 3x3 4x4 R: 825 D Common Diagonal: 1-3-0 I lx4 lx4 BC 6-8 4-8-8 1 9-9-8 0 B 15-4-0 ALL PLATES ARE MT2020 Scale: 0.421" =1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.97 4x 2 SP-#1 -- 0.06 4x 2 SP42 C -C J -H BC 0.95 4x 2 SP-#1 WB 0.40 4x 2 SP43 Brace trues as follows: O.C. From To TC Cont. 0- 0- 0 15- 4- 0 BC Cont. 0- 0- 0 15- 4- 0 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc-1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- C 831 H 826 at Brg Size Required C 3.5" 1.5" H 3.0" 1.5" Plus 2 Unbalanced Load Cases - Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Bad ----------Top Chords ---------- * -C 0.03 0 T 0.00 0.03 C -S 0.25 695 C 0.00 0.25 S -K 0.97 2019 C 0.02 0.95 K -M 0.97 2019 C 0.02 0.95 M -T 0.76 2019 C 0.02 0.74 T -U 0.27 2310 C 0.04 0.23 U -V 0.26 1798 C 0.02 0.24 V -J 0.24 740 C 0.00 0.24 J -H 0.05 419 C 0.00 0.05 MiTek® Online Plus'" J -H 0.06 394 C 0.00 0.06 H -F 0.02 0 T 0.00 0.02 --------Bottom Chords --------- * -R 0.26 0 T 0.00 0.26 R -L 0.80 1440 T 0.17 0.63 L -N 0.91 2019 T 0.28 0.63 N -Q 0.95 2335 T 0.34 0.61 Q -P 0.55 2178 T 0.17 0.38 P -0 0.41 1412 T 0.10 0.31 0 -I 0.23 0 T 0.00 0.23 ------------- Webs ------------- D -C 0.08 223 T C -R 0.37 944 T R -S 0.21 1033 C S -L 0.39 995 T L -K 0.10 531 C N -M 0.09 234 T N -T 0.11 560 C T -Q 0.06 152 T Q -U 0.09 242 T U -P 0.10 528 C P -V 0.21 536 T V -0 0.19 936 C O -H 0.40 1004 T I -H 0.08 203 T TL Defl -0.37" in N -Q L/477 LL Defl -0.24" in N -Q L/726 DL Defl -0.12" at N L/999 Shear // Grain in K -M 0.46 Plates for each ply each face. Plate - MT20 20 Ga, Grose Area Plate - MTSH 18 Ga, Gross Area it Type Plt Size X Y JSI C MT20 S.Ox 5.0 1.0 0.5 0.81 S MT20 4.Ox 4.0 0.2-0.5 0.97 K MT20 1.Ox 4.0 Ctr-0.5 0.36 M 14T20 1.Ox 4.0 Ctr-0.5 0.75 J MT20 3.Ox 4.0 1.4 Ctr 0.33 H MT20 5.Ox 5.0-1.0 0.5 0.86 D MT20 1.0x 4.0 Ctr 0.5 0.71 R MT20 4.Ox 4.0-0.2 0.5 0.95 L MT20 4.Ox 4.0-0.5 0.5 0.91 O MT20 4.Ox 4.0 0.5 0.5 0.91 I MT20 1.Ox 4.0 Ctr 0.5 0.65 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 pBf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". Provide 2X6 continuous strongbacks (on edge) every 10.0 Ft. Fasten to each truss w/ 3-lOd(0.131"x3") nails at truss member(s). This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 2310 Lbs Max tens. force 2335 Lbs Connector Plate Fabrication Tolerance = 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251,& 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MiTek®1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:41 PM Page 1 Job Mark Quan Type Span P1-HI Left OH Right OH Engineering 22325 FL13 1 M100 111007 10400 0 0 #22325 - OWN - JACKSON HO 1-4-0 HO 1-4-0 0 TC 1 6-0 1 11-1-7 0 I� 5x5 �1- 9- 7�„ 5x5,_1 5- 6- 8 C H lx4 3x3 1x4 3x3 3x3 3x3 A B E P Q R S J O F tti T 1-4-0 i'` G 1 au W:308 0 N M L R W:308 R: 640 3x4 3x3 1x4 3x3 3x4 R: 635 D Common Diagonal: 1-3-0 1 1x4 lx4 BC 6-8 11-0-7 m 0 r� 21-10-7 �J ALL PLATES ARE MT2020 Scale: 0.534' = V MiTek® Online Plus' Online Plus -- version 28.0.006 Q -R 0.45 1310 C 0.01 0.44 NOTES AND SYMBOLS SHEET FOR RUN DATE: 10-JUN-11 R -S 0.41 1197 C 0.01 0.40 ADDITIONAL SPECIFICATIONS. S -J 0.40 534 C 0.00 0.40 CSI -Size- ----Lumber---- J -H 0.05 294 C 0.00 0.05 NOTES: TC 0.45 4x 2 SP42 J -H 0.06 294 C 0.00 0.06 Trusses Manufactured by: BC 0.62 4x 2 SP42 H -F 0.03 0 T 0.00 0.03 East -Coast Truss WB 0.29 4x 2 SP43 --------Bottom Chords--------- Analysis Conforms To: D -0 0.32 0 T 0.00 0.32 FBC2007 Brace truss as follows: O -N 0.62 1011 T 0.10 0.52 TPI 2002 O.C. From To N -M 0.62 1310 T 0.21 0.41 Design checked for 10 psf non- TC Cont. 0- 0- 0 11-10- 7 M -L 0.62 1310 T 0.21 0.41 concurrent LL on BC. BC Cont. 0- 0- 0 11-10- 7 L -K 0.46 1023 T 0.11 0.35 Max gap between edge of brg K -I 0.27 0 T 0.00 0.27 and end vertical or psf-Ld Dead Live -------------Webs------------- diagonal web is 1/2". TC 10.0 40.0 D -C 0.08 217 T Provide 2X6 continuous BC 5.0 0.0 C -0 0.28 701 T strongbacks (on edge) every TC+BC 15.0 40.0 0 -P 0.14 688 C 10.0 Ft. Fasten to each Total 55.0 Spacing 24.0" P -N 0.20 513 T truss w/ 3-10d(0.131"x3") Lumber Duration Factor 1.00 N -Q 0.04 222 C nails at truss member(s). Plate Duration Factor 1.00 M -R 0.04 124 C This truss must be installed TC Fb-1.15 Fc=1.10 Ft-1.10 R -L 0.05 270 C as shown. It cannot be BC Fb=1.10 Fc=1.10 Ft=1.10 L -S 0.10 272 T installed upside-down. S -K 0.14 680 C Max comp. force 1310 Lbs Total Load Reactions (Lbs) K -H 0.29 725 T Max tens. force 1310 Lbs it Down uplift Horiz- I -H 0.08 203 T Connector Plate Fabrication C 640 Tolerance - 10% H 635 TL Defl -0.11" in M -L L/999 This truss is designed for a LL Defl -0.08" in M -L L/999 creep factor of 1.5 which it Brg Size Required DL Defl -0.12" at M L/999 is used to calculate total C 3.5" 1.5" Shear // Grain in R -S 0.26 load deflection. H 3.0" 1.5" FABRICATOR NOTES: Plates for each ply each face. 1. EAST COAST TRUSS Plus 2 Unbalanced Load Cases Plate - MT20 20 Ga, Gross Area 5285 ST.LUCIE BLVD. Plus 1 UBC LL Load Case(s) Plate - MTSH 18 Ga, Gross Area FORT PIERCE,FL 34946 Plus 1 DL Load Case(s) it Type Plt Size X Y JSI C MT20 5.0x 5.0 1.0 0.5 0.60 MAURICE A. SHASHOUA, Checked for NonConcurrent 200 Q MT20 1.Ox 4.0 Ctr-0.5 0.33 P.E.#EB5251 & 19554 Lbs Moving Point Load applied J MT20 3.Ox 3.0 0.9 Ctr 0.33 1908 NW 112 AVE. at Panel Points and Mid -panel H MT20 5.Ox 5.0-1.0 0.5 0.62 CORAL SPRINGS, FL 33071 on BC D MT20 1.Ox 4.0 Ctr 0.5 0.69 2. 111CAUTION111 READ 11BCSI-B1 0 MT20 3.Ox 4.0-0.2 Ctr 0.93 SUMMARY SHEET" BEFORE Membr CSI P Lbs Axl-CSI-Bnd M MT20 1.Ox 4.0 Ctr 0.5 0.36 HANDLING , INSTALLING & ----------Top Chords---------- K MT20 3.Ox 4.0 0.2 Ctr 0.96 BRACING TRUSSES. A -C 0.04 0 T 0.00 0.04 I MT20 1.Ox 4.0 Ctr 0.5 0.65 3. SEE ATTACHED DETAIL SHEET C -P 0.29 516 C 0.00 0.29 FOR: 1-JACK NAILS. P -Q 0.45 1310 C 0.01 0.44 REFER TO ONLINE PLUS GENERAL 2-TBRACE. 3-BEARING BLOCK. Online Plus- O Copyright MiTek® 1996.2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:42 PM Page 1 s I IL Job Marx ___F�Quan Type Span PI-H1 Left OH Right OH Engineering 22325 FL14 1 M100 80414 10400 0 0 #22325 - JWN - JACKSON 4-0 HO 1-4-01-0 13 -0THO1 I6-9-1'4 4x4 3x6 C lx4 3x3 lx4 3x3 3x3 H E 0 P Q J 1i 11 T 1-4-0 ykr h W:308 N 3x3 M L 3x3 lx4 K 3x3 W:308 R: 444 R: 450 Common Diagonal: 1-3-0 D I 1x4 lx4 BC 6-8 1 7-6-1 3-8 IB ALL PLATES ARE MT2020 Scale: 0.731" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.31 4x 2 SP42 BC 0.58 4x 2 SP42 WB 0.17 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 4-14 BC Cont. 0- 0- 0 8- 4-14 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 - 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb-1.15 Fc=1.10 Ft=1.10 BC Fb-1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- C 450 H 445 Jt Brg Size Required C 3.5" 1.5" H 3.0" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC Membr CSI P Lbs Axl-CSI-Had ----------Top Chords ---------- A -C 0.04 0 T 0.00 0.04 C -0 0.31 323 C 0.00 0.31 MiTek® Online PluS"' 0 -P 0.31 616 C 0.00 0.31 P -Q 0.29 616 C 0.00 0.29 Q -J 0.30 317 C 0.00 0.30 J -H 0.07 174 C 0.00 0.07 J -H 0.08 174 C 0.00 0.08 H -F 0.03 0 T 0.00 0.03 --------Bottom Chords --------- D -N 0.32 0 T 0.00 0.32 N -M 0.58 606 T 0.07 0.51 M -L 0.25 616 T 0.09 0.16 L -K 0.37 616 T 0.07 0.30 K -I 0.26 0 T 0.00 0.26 ------------- Webs ------------- D -C 0.08 214 T C -N 0.17 439 T N -0 0.08 393 C 0 -M 0.05 149 T M -P 0.04 105 T L -Q 0.06 155 T Q -K 0.08 406 C K -H 0.17 430 T I -H 0.08 205 T TL Defl -0.03" in N -M L/999 LL Defl -0.02" in N -M L/999 DL Defl 0.00" at L/999 Shear // Grain in B -O 0.24 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area Jt Type Plt Size X Y JSI C MT20 4.Ox 4.0 0.5 1.0 0.86 P MT20 1.0x 4.0 Ctr-0.5 0.34 J MT20 3.Ox 3.0 0.9 Ctr 0.33 D MT20 1.0x 4.0 Ctr 0.5 0.68 L MT20 l.Ox 4.0 Ctr 0.5 0.50 I MT20 1.Ox 4.0 Ctr 0.5 0.65 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and 'end vertical or diagonal web is 1/2". This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 616 Lbs Max tens. force 616 Lbs Connector Plate Fabrication Tolerance a 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112.AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING &' BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Online Plus- 0 Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:42 PM Page 1 Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering 22325 FL15 I M100 41104 10400 0 0 #22325 - JWN - JACKSON HO 1-4-0 SO 1-4-0 TC, 6-0 1 4-2-4 1 3-0 1- 4 BIQ 1- 9- 8 lx4 lx4 lx4 3x3 x4 E 14 4x ,�/i Twin T N� 1-4-0 L . W:308 lx4 3x3 3x3 lx4 W:308 R: 271 R: 266 BCi <0 6-8 1 4-1-4 1 3-8 4-11-4 ALL PLATES ARE MT2020 Scale: 1.146" 1' MiTekO online Plus' A -C 0.04 0 T 0.00 0.04 C -M 0.11 173 C 0.00 0.11 M -N 0.13 173 C 0.00 0.13 N -j 0.13 173 C 0.00 0.13 J -H 0.02 95 C 0.00 0.02 0* -H 0.02 95 C 0.00 0.02 H -F 0.03 0 T 0.00 0.03 Chords --------- * -L 0.34 0 T 0.00 0.34 * -X 0.28 173 T 0.03 0.25 * -1 0.31 . 0 T 0.00 0.31 ------------- Webs -------- * -C 0.08 216 T * -L 0.09 230 T * -M 0.02 137 C * -N 0.02 131 C * -H 0.09 230 T I -H 0.08 205 T Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CS1 -Size- TC 0.13 4x 2 SP42 BC 0.34 4x 2 SP42 WB 0.09 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4-11- 4 BC Cont. 0- 0- 0 4-11- 4 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb-1.15 FC=1.10 Ft-1.10 BC Fb-1.10 FC=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- * 271 * 267 Jt Brg Size Required C 3.5" 1.5" H 3.0" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ----------Top Chords---------- ©Copyright --------Bottom TL Defl -0.0111 in D -L L/999 LL Defl -0.01" in D -L L/999 DL Defl 0.0011 at L/999 Shear // Grain in K -1 0.1 MT20 MT20 REFER TO ONLINE NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. PLUS. GENERAL Analysis Conforms To: FBC2007. TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 173 Lbs Max tens. force 230 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT 34946 8 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI * MT20 4.Ox 4.0 0.5 1.0 0.62 * 14T20 1.0x 4.0 Ctr-0.5 0.33 * 1.0x 4.0 Ctr-0.5 0.33 * MT20 3.Ox 3.0 0.9 Ctr 0.33 * MT20 4.Ox 4.0-0.5 1.0 0.39 D MT20 i.6x 4.0 Ctr 0.5 0.69 I I.Ox 4.0 Ctr 0.5 0.69 PIERCE, FL MAURICE A. SHASHOUA, P.E.#E 5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "BCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 8 NOTES: Membr CSI P Lbs Axl-CSI-Bnd Trusses Manufactured by: East Coast Truss Online Plus- MITWD 1996-2011 Version 28.0.006 Engineering - Portrait 6110/2011 12:59:43 PM Page 1 Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CS1 -Size- TC 0.13 4x 2 SP42 BC 0.34 4x 2 SP42 WB 0.09 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 4-11- 4 BC Cont. 0- 0- 0 4-11- 4 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb-1.15 FC=1.10 Ft-1.10 BC Fb-1.10 FC=1.10 Ft=1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- * 271 * 267 Jt Brg Size Required C 3.5" 1.5" H 3.0" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC ----------Top Chords---------- ©Copyright --------Bottom TL Defl -0.0111 in D -L L/999 LL Defl -0.01" in D -L L/999 DL Defl 0.0011 at L/999 Shear // Grain in K -1 0.1 MT20 MT20 REFER TO ONLINE NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. PLUS. GENERAL Analysis Conforms To: FBC2007. TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 173 Lbs Max tens. force 230 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT 34946 8 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size X Y JSI * MT20 4.Ox 4.0 0.5 1.0 0.62 * 14T20 1.0x 4.0 Ctr-0.5 0.33 * 1.0x 4.0 Ctr-0.5 0.33 * MT20 3.Ox 3.0 0.9 Ctr 0.33 * MT20 4.Ox 4.0-0.5 1.0 0.39 D MT20 i.6x 4.0 Ctr 0.5 0.69 I I.Ox 4.0 Ctr 0.5 0.69 PIERCE, FL MAURICE A. SHASHOUA, P.E.#E 5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "BCSI-Bl SUMMARY SHEET" BEFORE HANDLING , INSTALLING BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. 8 NOTES: Membr CSI P Lbs Axl-CSI-Bnd Trusses Manufactured by: East Coast Truss Online Plus- MITWD 1996-2011 Version 28.0.006 Engineering - Portrait 6110/2011 12:59:43 PM Page 1 --F- Job Mark Quan Type Span PI -El Left OH Right OH Engineering 22325 FL16 1 M100 10511 10400 0 0 #22325 - JWN - JACKSON SO 1-4-0 HO 1-4-0 Tel 6-0 1 8-11 1 3-0 4x4 C 4x6 J H F 1-4-0�k'' " :308 W:3081x4 3x3 R: 214 R: 241 U: 10 Common Diagonal: 1-3-0 BC - - -8 �- 1-5-11 ALL PLATES ARE MT2020 Scale: 1.253" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 ' CSI -Size- ----Lumber---- TC 0.04 4x 2 SP42 BC 0.13 4x 2 SP42 WB 0.05 4x 2 SP42 -- 0.00 4x 2 SP43 C -I Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 5-11 BC Cont. 0- 0- 0 1- 5-11 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Fb-1.10 Fc=1.10 Ft=1.10 MiTekm Online Plus' Membr CSI P Lbs Axl-CSI-Bad ----------Top Chords ---------- * -C 0.04 0 T 0.00 0.04 C -H 0.01 0 T 0.00 0.01 C -H 0.01 0 T 0.00 0.01 H -E 0.03 0 T 0.00 0.03 --------Bottom Chords--------- D-I 0.13 0 T ------------- Webs ------------- D -C 0.05 227 T C -I 0.00 0 T I -H 0.04 202 T TL Defl 0.00" in D -L L/999 LL Defl 0.00" in D -L L/999 DL Defl 0.00" at L/999 Shear // Grain in D -I 0.16 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area Jt Type Plt Size K Y JSI C MT20 4.Ox 4.0 0.5 1.0 0.65 H MT20 4.Ox 6.0-1.2 Ctr 0.15 D MT20 1.0x 4.0 Ctr 0.5 0.72 Total Load Reactions (Lbs) at Down Uplift Horiz- REFER TO ONLINE PLUS GENERAL C 241 NOTES AND SYMBOLS SHEET FOR H 214 10 G ADDITIONAL SPECIFICATIONS. G - Gravity Uplift _ NOTES: Jt Erg Size Required Trusses Manufactured by: C 3.51' 1.5" East Coast Truss H 3.0" 1.5" Analysis Conforms To: FBC2007 Plus 1 UBC LL Load Case(s) TPI 2002 Plus 1 DL Load Case(s) Design checked for 10 psf non - concurrent LL on BC. Checked for NonConcurrent 200 Max gap between edge of brg Lbs Moving Point Load applied and end vertical or at Panel Points and Mid -panel diagonal web is 1/2". on BC This truss must be installed as shown. It cannot be Online Plus- m Copyright MiTekO 1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:43 PM Page 1 installed upside-down. Max comp. force 21 Lbs Max tens. force 227 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. . a a 'r Job Mark Quan Type Span P1-HI Left OH Right OR Engineering 22325 FL17 1 M100 101000 10000 0 0 #22325 - JWN - JACKSON HO 1-0-0 HO 1-0-0 m TCj 10-6-8 0 Im 5- 4- 8 EH 3x6 3x3 3x3 lx4 3x3 3x3 5x5 A H O 0 1- 1- 8 1W R B CD E ,. K T MAP AN 1pm 1-0-0 r: G 2x3 = N M L K J F 3x4 3x3 lx4 3x3 3x4 lx4 Common Diagonal: 1-3-0 w:308 R: 607 HGR R: 580 BC 10-6-0 4- rd 10 10 ALL PLATES ARE MT2020 Scale: 0.563" = 1' MiTek® Online Plus' Online Plus -- Version 28.0.006 Q -R 0.28 1624 C 0.01 0.27 RUN DATE: 10-JW-ll R -B 0.29 667 C 0.00 0.29 NOTES: B -C 0.66 366 C 0.00 0.06 Trusses Manufactured by: CSI -Size- ----Lumber---- B -C 0.07 366 C 0.00 0.07 East Coast Truss TC 0.43 4x 2 SP42 C -E 0.04 0 T 0.00 0.04 Analysis Conforms To: BC 0.65 4x 2 SP42 --------Bottom Chords--------- FBC2007 WB 0.34 4x 2 SP43 G -N 0.27 0 T 0.00 0.27 TPI 2002 N -M 0.60 1344 T 0.14 0.46 Design checked for 10 psf non - Brace truss as follows: M -L 0.58 1625 T 0.25 0.33 concurrent LL on BC. O.C. From To L -K 0.58 1625 T 0.25 0.33 Max gap between edge of brg TC Cont. 0- 0- 0 10-10- 0 K -J 0.65 1290 T 0.14 0.51 and end vertical or BC Cont. 0- 0- 0 10-10- 0 J -F 0.30 0 T 0.00 0.30 diagonal web is 1/2". -------------Webs------------- Provide 2K6 continuous psf-Ld Dead Live G -A 0.06 314 C strongbacks (on edge) every TC 10.0 40.0 G -A 0.06 314 C 10.0 Ft. Fasten to each BC 5.0 0.0 A -N 0.34 849 T truss w/ 3-10d(0.131"x3") TC+BC 15.0 40.0 N -0 0.15 766 C nails at truss member(s). Total 55.0 Spacing 24.0" 0 -M 0.11 281 T This truss must be installed Lumber Duration Factor 1.00 M -P 0.07 249 C as shown. It cannot be Plate Duration Factor 1.00 L -P 0.04 122 C installed upside-down. TC Fb=1.15 Fc=1.10 Ft-1.10 K -Q 0.03 160 C Max comp. force 1624 Lbs BC Fb=1.10 PC-1.10 Ft=1.10 K -R 0.20 509 T Max tens. force 1625 Lbs R -J 0.15 762 C Connector Plate Fabrication Total Load Reactions (Lbs) J -C 0.32 800 T Tolerance = 10% it Down Uplift Horiz- F -C 0.08 204 T This truss is designed for a G 580 creep factor of 1.5 which C 607 TL Defl -0.10" in M -L L/999 is used to calculate total LL Defl -0.07" in M -L L/999 load deflection. it Brg Size Required DL Defl -0.12" at L L/984 FABRICATOR NOTES: G 3.5" 1.5" Shear // Grain in G -G 0.32 1. EAST COAST TRUSS C 3.5" 1.5" 5285 ST.LUCIE BLVD. Plates for each ply each face. FORT PIERCE,FL 34946 Plus 2 Unbalanced Load Cases Plate - MT20 20 Ga, Gross Area Plus 1 UBC LL Load Case(s) Plate - MT8H 18 Ga, Gross Area MAURICE A. SHASHOUA, Plus 1 DL Load Case(s) it Type Plt Size K Y JSI P.E.#EB5251 & 19554 Q MT20 l.Ox 4.0 Ctr-0.5 0.33 1908 NW 112 AVE. Checked for NonConcurrent 200 B MT20 3.Ox 3.0 1.0 Ctr 0.33 CORAL SPRINGS, FL 33071 Lbs Moving Point Load applied C MT20 5.Ox 5.0-1.0 0.5 0.59 2. 1111CAUTION111 READ "SCSI-B1 at Panel Points and Mid -panel N MT20 3.Ox 4.0-0.5 Ctr 0.99 SUMMARY SHEET" BEFORE on BC L MT20 1.0x 4.0 Ctr 0.5 0.33 HANDLING , INSTALLING & J MT20 3.Ox 4.0 0.5 Ctr 0.91 BRACING TRUSSES. Membr CSI P Lbs Axl-CSI-Bad F MT20 1.Ox 4.0 Ctr 0.5 0.65 3. SEE ATTACHED DETAIL SHEET ----------Top Chords---------- FOR: 1-JACK NAILS. A -0 0.42 716 C 0.00 0.42 REFER TO ONLINE PLUS GENERAL 2-TBRACE. 3-BEARING BLOCK. O -P 0.43 1522 C 0.01 0.42 NOTES AND SYMBOLS SHEET FOR P -Q 0.28 1624 C 0.01 0.27 ADDITIONAL SPECIFICATIONS. Online Plus- O Copyright Mi7ek4l)1996-2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:43 PM Page 1 w 4 ' Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering 22325 I FL18G 1 M100 90803 10000 0 0 #22325 - JWN - JACKSON HO 1-0-0 HO 1-0-0 TCl 1 11-3 1 1 axe ENGINEER FOR 3 1/2" PER BUILDER: SPIRAL AXLE WILL HAVE AN J UPSIDE DOWN U-BUCKET WHICH WILL GO BOLTS BUILDER TO DRILL DOWN 10" W/HOLES IN IT FOR 2 OR 3 THRU INTO VERTICALS. 3x6 lx4 lx4 3x3 3x3 5xs A H''+` BB HH II H CD E 1-0-0 111mi G 2x3 I o g DD GG FF F 3x4 3x6 3x3 3x3 3x3 lx4 1I 1I Common Diagonal: 1-3-0 w:306 Ilu�l R: 544 HGR R: 516 BC 2-9-8 2-1-2 -5-9 4-0 ie ALL PLATES ARE MT2020 Scale: 0.625" =1' �®'.'�� 8�'L11� for M Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.40 4x 2 SP-#2 BC 0.70 4x 2 SP-#2 WB 0.28 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 9- 8- 3 BC Cont. 0- 0- 0 9- 8- 3 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.00 PC-1.00 Ft=1.00 BC Fb-1.00 Fc=1.00 Ft=1.00 Total Load Reactions (Lbs) it Down Uplift Horiz- G 527 C 544 it Brg Size Required G 3.5" 1.5" C 3.5" 1.5" LC# 1 Standard Loading Dur Fctrs - Lbr 1.00 Plt 1.00 plf - Dead Live* From To TC V 20 80 0.0' 9.7' BC V 10 0 0.0' 9.7' TC V 0 0 2.8' CL-LB Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC MiTek® Online Plus' J -EE 0.40 1291 C 0.01 0.39 EE-HH 0.21 1291 C 0.00 0.21 HH-II 0.31 1291 C 0.01 0.30 II-8 0.32 582 C 0.00 0.32 B -C 0.07 320 C 0.00 0.07 B -C 0.08 320 C 0.00 0.08 C -E 0.04 0 T 0.00 0.04 --------Bottom Chords --------- * -O 0.29 0 T 0.00 0.29 O -R 0.43 1153 T 0.15 0.28 R -DD 0.49 1153 T 0.16 0.33 DD-GG 0.35 1291 T 0.18 0.17 GO-FF 0.70 1102 T 0.14 0.56 FF-F 0.33 0 T 0.00 0.33 ------------- Webs ------------- G -A 0.05 279 C G -A 0.05 279 C A -0 0.28 720 T 0 -J 0.13 658 C R -J 0.02 62 T R -J 0.02 62 T R -J 0.02 62 T X -J 0.02 62 T J -DD 0.12 318 T DD-EE 0.02 104 C GG-HH 0.02 124 C GG-22 0.13 345 T II-PF 0.13 635 C FF-C 0.28 698 T F -C 0.08 203 T TL Defl -0.05" is R -DD L/999 LL Defl -0.03" is R -DD L/999 DL Defl 0.00" at L/999 Shear // Grain in G -G 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTBH 18 Ga, Grose Area it Type Plt Size X Y JSI EE MT20 1.0x 4.0 Ctr-0.5 0.33 HH MT20 1.Ox 4.0 Ctr-0.5 0.33 8 MT20 3.Ox 3.0 1.0 Ctr 0.33 C MT20 S.Ox 5.0-1.0 0.5 0.52 O MT20 3.Ox 4.0-0.2 Ctr 0.91 FF MT20 3.Ox 3.0 0.5 Ctr 0.99 F MT20 1.0x 4.0 Ctr 0.5 0.65 Membr CSI P Lbs Axl-CSI-Bnd REFER TO ONLINE PLUS GENERAL ----------Top Chords---------- NOTES AND SYMBOLS SHEET FOR A -J 0.39 608 C 0.00 0.39 ADDITIONAL SPECIFICATIONS. Online PIusTM ®Copyright MiTek® 1996.2011 Version 26.9.006 Engineering - Portrait 6/10/2011 12:59:44 PM Page 1 NOTES: Trusses Manufactured by: East Coast Truss Analysis Conforms To: Fec2oo7 TPI 2002 Design checked. for 10 psf non - concurrent LL on BC. Max gap between edge of brg and sad vertical or diagonal web is 1/2". This trues must be installed as shown. It cannot be installed upside-down. Max comp. force 1291 Lbs Max tens. force 1291 Lbs Connector Plate Fabrication Tolerance = 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LIICIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOIIA, P.E.#EH5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. l!lCADTIONIII READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-THRACE. 3-HEARING BLOCK. ! " L 4 : Job Mark Quan Type Span P1-H1 Left OH Right OH I Engineering 22325 FL19 1 M100 80605 10000 0 0 . #22325 - JWN - JACKSON Ho 1-0-0 Ho 1-0-0. TC 1 8-2-13 13-81 la 2-10- 8 B+® 1- 3-13---D� 3x6 3x3 1x4 3x3 3x3 5x5 H N O P B C 1-0-0 G 2x3 = M L R J 3x3 'lx4 3x3 3x3 lx4 Common Diagonal: 1-3-0 w:308 R: 480 HGR R: 453 BC 8-2-5 4-0 v o ALL PLATES ARE MT2020 Scale: 0.705" = T �®� �s�• val pmeg �:� 10®I Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.37 4x 2 SP42 BC 0.65 4x 2 SP-#2 wB 0.24 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 8- 6- 5 BC Cont. 0- 0- 0 8- 6- 5 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) it Down Uplift Horiz- G 453 C 481 it Brg Size Required G 3.5" 1.5" C 3.5" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel on BC MiTek® Online Plus' O -P 0.28 977 C 0.00 0.28 P -B 0.28 492 C 0.00 0.28 H -C 0.06 270 C 0.00 0.06 B -C 0.07 270 C 0.00 0.07 C -E 0.04 0 T 0.00 0.04 --------Bottom Chords --------- * -M 0.26 0 T 0.00 0.26 M -L 0.43 977 T 0.11 0.32 L -R 0.42 977 T 0.13 0.29 R -J 0.65 917 T 0.11 0.54 J -F 0.33 0 T 0.00 0.33 ------------- Webs ------------- G -A 0.04 244 C G -A 0.04 244 C A -M 0.24 600 T M -N 0.11 566 C L -N 0.06 157 T R -O 0.03 87 T R -P 0.09 235 T P -J 0.10 519 C J -C 0.23 590 T F -C 0.08 202 T TL Defl -0.06" in R -J L/999 LL Defl -0.04^ in K -J L/999 DL Defl 0.00" at L/999 Shear // Grain in G -G 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area it Type Plt Size X Y JSI O MT20 1.Ox 4.0 Ctr-0.5 0.33 B MT20 3.Ox 3.0 1.0 Ctr•0.33 C MT20 S.Ox 5.0-1.0 0.5 0.44 M MT20 3.Ox 3.0-0.2 Ctr 0.96 L MT20 1.Ox 4.0 Ctr 0.5 0.50 J MT20 3.Ox 3.0 0.2 Ctr 0.97 F MT20 1.Ox 4.0 Ctr 0.5 0.65 REFER TO ONLINE PLUS GENERAL Membr CSI P Lbs Axl-CSI-Bnd NOTES AND SYMBOLS SHEET FOR ----------Top Chords---------- ADDITIONAL SPECIFICATIONS. A -N 0.36 506 C 0.00 0.36 N -O 0.37 977 C 0.01 0.36 NOTES: Online PIusTM B Copyright MiTek® 1996-2011 Version 28.0.006 Engineering -Portrait 6/1012011 12:59:45 PM Page 1 Trusses Manufactured by: East Coast Trues Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". This trues must be installed as shown. It cannot be installed upside-down. Max comp. force 977 Lbs Max teas. force 977 Lbs Connector Plate Fabrication Tolerance 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. 3HASHOIIA, P.E.#EH5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAD'TION111 READ 11SCSI-H1 SUMMARY SHEET" BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 FL20 1 M100 70407 10000 0 0 #22325 - OWN - JACKSON T 1-0-0 T HO 1-0-0 TC1 7-0-15 2-10- 8 1- 4-15-9I 3x4 3x3 3x3 G 2x3 HO 1-0-0 3x3 5x5 B HGR R: 389 M L x J 3x3 lx4 lx4 3x3 Common Diagonal: 1-3-0 71 �F41 BC 7-0-7 14-OI v 7-4-7 ALL PLATES ARE. MT2020 MiTekO Online Plus' Online Plus -- Version 28.0.006 N -0 0.27 749 C 0.00 0.27 RUN DATE: 10-JW-ll 0 -B 0.32 384 C 0.00 0.32 B -C 0.07 211 C 0.00 0.07 CSI -Size- ----Lumber---- B -C 0.08 211 C 0.00 0.08 TC 0.34 4x 2 SP42 C -E 0.04 0 T 0.00 0.04 BC 0.44 4x 2 SP-#2 --------Bottom Chords --------- WB 0.19 4x 2 SP43 G -M 0.25 0 T 0.00 0.25 M -L 0.44 749 T 0.09 0.35 Brace truss as follows: L -K 0.33 749 T 0.11 0.22 O.C. From To X -J 0.42 749 T 0.09 0.33 TC Cont. 0- 0- 0 7- 4- 7 J -F 0.26 0 T 0.00 0.26 BC Cont. 0- 0- 0 7- 4- 7 ------------- Webs ------------- G -A 0.04 210 C psf-Ld Dead Live G -A 0.04 210 C TC 10.0 40.0 A -M 0.19 474 T BC 5.0 0.0 M -N 0.08 419 C TC+BC 15.0 40.0 L -N 0.05 131 T Total 55.0 Spacing 24.011 K -O 0.05 139 T Lumber Duration Factor 1.00 0 -J 0.08 439 C Plate Duration Factor 1.00 J -C 0.18 460 T TC Fb=1.15 Fc=1.10 Ft=1.10 F -C 0.08 205 T BC Fb=1.10 Fc=1.10 Ft-1.10 TL Defl -0.0311 in M -L L/999 Total Load Reactions (Lbs) LL Defl -0.03" in M -L L/999 it Down Uplift Horiz- DL Defl 0.00" at L/999 G 389 Shear // Grain in G -G 0.32 C 417 Plates for each ply each face. it Brg Size Required Plate - MT20 20 Ga, Gross Area G 3.5" 1.5" Plate - MT8H 18 Ga, Gross Area C 3.5" 1.5" it Type Plt Size X Y JSI A MT20 3.Ox 4.0-0.5 Ctr 0.89 Plus 2 Unbalanced Load Cases B MT20 3.Ox 3.0 1.0 Ctr 0.33 Plus 1 UBC LL Load Case(s) C MT20 5.Ox 5.0-1.0 0.5 0.34 Plus 1 DL Load Case(s) L MT20 1.Ox 4.0 Ctr 0.5 0.42 K MT20 1.Ox 4.0 Ctr 0.5 0.44 Checked for NonConcurrent 200 F MT20 1.Ox 4.0 Ctr 0.5 0.65 Lbs Moving Point Load applied at Panel Points and Mid -panel REFER TO ONLINE PLUS GENERAL on BC NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr CSI P Lbe Axl-CSI-Bnd ----------Top Chords---------- NOTES: A -N 0.34 400 C 0.00 0.34 Trusses Manufactured by: Online Plus- ® Copyright MTek®1996.2011 Version 28.0.006 Engineering - Portrait 6/10/2011 12:59:45 PM Page 1 0.798" = 1' East Coast Truss Analysis Conforms To: FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". This truss must be installed as shown. It cannot be installed upside-down. Max comp. force 749 Lbs Max tens. force 749 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "BCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. W A Job Mark Quan Type Span Pi -El Left OH Right OH Engineering 22325 FL21 1 M100 60210 10000 0 0 #22325 - JWN - JACKSON Ho 1-0-0 H0.1-0-0 TC 5-11-2 1 3-8 1 2-10- 8 4-1- 6- 28j 3x4 3x3 lx4 3x3 5x5 M N B `� AR T KIM, 1-0-06' W�' A" in ,wzj•, L,** -AA FAAP r,"rr G 2x3 I L R J 3x3 lx4 3x3 lx4 Common Diagonal: 1-3-0 W:308 R: 354 HGR R: 325 BC 5-10-10 4-0 d ALL PLATHS ARE MT2020 Scale: 0.92T' = 1' MiTek® Online Plus"' Online Plus -- Version 28.0.006 A -M 0.37 319 C 0.00 0.37 Trusses Manufactured by: RUN DATE: 10-JUN-11 M -N 0.30 481 C 0.00 0.30 East Coast Truss N -B 0.30 481 C 0.00 0.30 Analysis Conforms To: CSI -Size- ----Lumber---- B -C 0.03 . 264 C 0.00 0.03 FBC2007 TC 0.37 4x 2 SP42 B -C 0.03 264 C 0.00 0.03 TPI 2002 BC 0.44 4x 2 SP42 C -E 0.04 0 T 0.00 0.04 Design checked for 10 psf non- WB 0.22 4x 2 SP43 --------Bottom Chords----=---- concurrent LL on BC. G -L 0.25 0 T 0.00 0.25 Max gap between edge of brg Brace trues as follows: L -K 0.44 481 T 0.06 0.38 and end vertical or O.C. From To K -J 0.39 481 T 0.08 0.31 diagonal web is 1/2". TC Cont. 0- 0- 0 6- 2-10 J -F 0.29 0 T 0.00 0.29 This truss must be installed BC Cont. 0- 0- 0 6- 2-10 -------------Webs------------- as shown. It cannot be G -A 0.03 179 C installed upside-down. psf-Ld Dead Live G -A 0.03 179 C Max comp. force 481 Lbs TC. 10.0 40.0 A -L 0.15 378 T Max tens. force 570 Lbs BC 5.0 0.0 L -M 0.04 220 C Connector Plate Fabrication TC+BC 15.0 40.0 K -M 0.03 105 C Tolerance - 10% Total 55.0 Spacing 24.0" J -N 0.03 197 C This trues is designed for a Lumber Duration Factor 1.00 J -C 0.22 570 T creep factor of 1.5 which Plate Duration Factor 1.00 F -C 0.07 197 T is used to calculate total TC Fb=1.15 Fc=1.10 Ft=1.10 load deflection. BC Fb=1.10 Fc=1.10 Ft-1.10 TL Defl -0.05" in L -K L/999 FABRICATOR NOTES: LL Defl -0.03" in L -K L/999 1. EAST COAST TRUSS Total Load Reactions (Lbs) DL Defl 0.00" at L/999 5285 ST.LUCIE BLVD. it Down Uplift Horiz- Shear // Grain in G -G 0.32 PORT PIERCE,FL 34946 G 326 C 354 Plates for each ply each face. MAURICE A. SHASHOUA, Plate - MT20 20 Ga, Gross Area P.E.#EB5251 & 19554 it Brg Size Required Plate - MT8H 18 Ga, Gross Area 1908 NW 112 AVE. G 3.5" 1.5" it Type Plt Size X Y JSI CORAL SPRINGS, FL 33071 C 3.5" 1.5" A MT20 3.Ox 4.0-0.5 Ctr 0.71 2. 111CAUTION111 READ "SCSI-B1 N MT20 1.Ox 4.0 Ctr-0.5 0.33 SUMMARY SHEET" BEFORE Plus 2 Unbalanced Load Cases B MT20 3.Ox 3.0 1.0 Ctr 0.33 HANDLING , INSTALLING & Plus 1 UBC LL Load Case(s) C MT20 5.Ox 5.0-1.0 0.5 0.42 BRACING TRUSSES. Plus 1 DL Load Case(s) K MT20 1.Ox 4.0 Ctr 0.5 0.33 3. SEE ATTACHED DETAIL SHEET J MT20 3.Ox 3.0 0.2 Ctr 0.94 FOR: 1-JACK NAILS. Checked for NonConcurrent 200 F MT20 1.0x 4.0 Ctr 0.5 0.63 2-TBRACE. 3-HEARING BLOCK. Lbs Moving Point Load applied at Panel Points and Mid -panel REFER TO ONLINE PLUS GENERAL on BC NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Membr CSI P Lbs Axl-CSI-Bnd ----------Top Chords---------- NOTES: Online Plus- O Copyright MiTek® 1996-2011 Version 28.0.006 Engineering - Portrait 6/1012011 12:59:48 PM Page 1 ♦ opo , r Job Mark Quan Type Span P1-H1 Left OH Right OH Engineering 22325 FL22 1 M10.0 50012 10000 0 0 #22325 - JWN - JACKSON HO 1-0-0 HO 1-0-0 TC, 4-9-4 1 3-8 IB 1- 7- 8 1- 7- 4-> 3x4 1x4 1x4 3x3 5x5 H L M B D T14 1-0-0 i' 1 G MA M51) 2x3 2 1L �Y J 3x3 3x3 lx4 w:308 R: 290 HGR R: 277 BC 4-8-12 1 4-0 d5-0-12 ALL PLATES ARE MT2020 Scale: 0.961" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-TUN-11 CSI -Size- ­-Lumber---- TC 0.18 4x 2 SP42 BC 0.32 4x 2 SP-#2 %B 0.14 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 5- 0-12 BC Cont. 0- 0- 0 5- 0-12 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration, Factor 1.00 TC Fb=1.15 Fc-1.10 Ft=1.10 BC Fb=1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbs) Jt Down Uplift Horiz- G 277 C 291 Jt Brg Size Required G 3.5" 1.5" C 3.5" 1.5" Plus 2 Unbalanced Load Cases Plus 1 UBC LL Load Case(s) Plus 1 DL Load Case(s) Checked for NonConcurrent 200 Lbs Moving Point Load applied at Panel Points and Mid -panel MiTek® Online Plus' A -L 0.15 297 C 0.00 0.15 L -M 0.18 297 C 0.00 0.18 M -B 0.18 297 C 0.00 0.18 B -C 0.02 163 C 0.00 0.02 B -C 0.02 163 C 0.00 0.02 C -E 0.04 0 T 0.00 0.04 --------Bottom Chords --------- * -R 0.32 0 T 0.00 0.32 K -J 0.29 297 T 0.05 0.24 J -F 0.32 0 T 0.00 0.32 G -A 0.02 138 C G -A 0.02 138 C A -R 0.13 347 T K -L 0.03 171 C J -M 0.03 166 C J -C 0.14 352 T F -C 0.08 204 T TL Defl -0.02" is K -J L/999 LL Defl -0.01" in G -K L/999 DL Defl 0.00" at L/999 Shear // Grain in G -G 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTBH 18 Ga, Gross Area Jt Type Plt Size K Y JSI A MT20 3.Ox 4.0-0.5 Ctr 0.66 L MT20 1.0x 4.0 Ctr-0.5 0.33 M MT20 1.Ox 4.0 Ctr-0.5 0.33 B MT20 3.Ox 3.0 1.0 Ctr 0.33 C MT20 S.Ox 5.0-1.0 0.5 0.29 F MT20 1.0x 4.0 Ctr 0.5 0.65 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. on BC NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CSI-Bnd East Coast Truss ----------Top Chords---------- Analysis Conforms To: Online PIusTM ®Copyright MiTek®1996-2011 Version 26.0.006 Engineering -Portrait 611012011 12:59:46 PM Page 1 FBC2007 TPI 2002 Design checked for 10 psf non - concurrent LL on BC. Max gap between edge of brg and end vertical or diagonal web is 1/2". This trues must be installed as shown. It cannot be installed upside-down. Max comp, force 297 Lbs Max tens. force 352 Lbs Connector Plate Fabrication Tolerance = 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 N% 112 AVE. CORAL SPRINGS, FL 33071 2. Il1CAS7T20Ni11 READ "BCSI-81 SUMMARY SHEET- BEFORE HANDLING INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-HEARING BLOCK. L, Job 22325 Mark J_6uan FL23 1 Type Span P1-H1 Left OH Right OH M100 31014 10000 0 0 Engineering #22325 - JM - JACKSON SO 1-0-0 HO 1-0-0 TC1 I 8-6 I 3x4 4x4 5x5 B D �H TWAM 1-0-0, 1 T G 2x 1 J 3x3 3x3 Common Diagonal: 1-3-0 W:308 R: 259 HGR R: 261 BC 3- -14 -0 1014 ALL PLATES ARE MT2020 Scale: 1.016" = 1' Online Plus -- Version 28.0.006 RUN DATE: 10-JUN-11 CSI -Size- ----Lumber---- TC 0.40 4x 2 SP42 BC 0.46 4x 2 SP42 WB 0.10 4x 2 SP43 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 3-10-14 BC Cont. 0- 0- 0 3-10-14 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft=1.10 BC Pb-1.10 PC-1.10 Ft-1.10 Total Load Reactions (Lbs) at Down Uplift Horiz- G 262 C 259 MiTekO Online Plus' B -C 0.10 0 T 0.00 0.10 B -C 0.11 0 T 0.00 0.11 C -E 0.04 0 T 0.00 0.04 --------Bottom Chords --------- * -J 0.27 0 T 0.00 0.27 J -F 0.46 204 T 0.02 0.44 ------------- Webs ------------- G -A 0.02 105 C G -A 0.02 105 C A -J 0.10 265 T J -B 0.05 131 T B -F 0.06 305 C F -C 0.10 260 T TL Defl 0.00" in J -F L/999 LL Defl 0.00" in G -J L/999 DL Defl 0.00" at L/999 Shear // Grain in G -G 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MT8H 18 Ga, Gross Area it Type Plt Size X Y JSI A MT20 3.Ox 4.0-0.5 Ctr 0.50 B MT20 4.Ox 4.0 Ctr 0.5 0.23 C MT20 5.0x 5.0-1.8 0.5 0.29 REFER TO ONLINE PLUS GENERAL at Erg Size Required NOTES AND SYMBOLS SHEET FOR G 3.5" 1.5" ADDITIONAL SPECIFICATIONS. _ C 3.5" 1.5" NOTES: Plus 1 UBC LL Load Case(s) Trusses Manufactured by: Plus 1 DL Load Case(B) East Coast Truss Analysis Conforms To: Checked for NonConcurrent 200 FBC2007 Lbs Moving Point Load applied TPI 2002 at Panel Points and Mid -panel Design checked for 10 psf non - on BC concurrent LL on BC. Max gap between edge of brg Membr CSI P Lbs Axl-CSI-Bnd and end vertical or ----------Top Chords---------- diagonal web is 1/2". A -B 0.40 223 C 0.00 0.40 This truss must be installed Online Plus- © Copyright MTek®1996-2011 Version 28.0.006 Engineering - Porlrail 611012011 12:59:47 PM Pagel as shown. It cannot be installed upside-down. Max comp. force 305 Lbs Max tens. force 265 Lbs Connector Plate Fabrication Tolerance 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAIIRICE A. SHASHOIIA, P.E.#E85251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. IIICAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. Job 22325 Mark FL24 Quan 1 Type Span PI-H1 M100 20901 10000 Left OH Right OH 0 0 Engineering #22325 - JWN - JACKSON Bo 1-0-0 Ho 1-0-0 TC1 1 9-9 1 1 3x4 3x3 3x6 B D SH T 1-0-0 FAAF y G 2xCI J 3x3 lx4 Common Diagonal: 1-3-0 W:308 R: 242 HGR R: 247 BC 2-5- -0 a 9 i ALL PLATES ARE MT2020 Scale: 1.016" = 1' ®® �®�� III MiTekO Online Plus"' Online Plus -- Version 28.0.006 B -C 0.06 69 C 0.00 0.06 installed upside=down. RUN DATE: 10-JUN-11 B -C 0.07 69 C 0.00 0.07 Max comp. force 126 Lbs C -E 0.04 0 T 0.00 0.04 Max tens. force 201 Lbs CSI -Size- ----Lumber---- --------Bottom Chords--------- Connector Plate Fabrication TC 0.27 4x 2 SP-#2 G -J 0.25 0 T 0.00 0.25 Tolerance - 10% BC 0.25 4x 2 SP-#2 J -F 0.16 0 T 0.00 0.16 This truss is designed for a WB 0.08 4x 2 SP-#3 =------------ Webs ------------- creep factor of 1.5 which G -A 0.01 69 C is used to calculate total Brace truss as follows: G -A 0.01 69 C load deflection. O.C. From To A -J 0.06 150 T FABRICATOR NOTES: TC Cont. 0- 0- 0 2- 9- 1 J -C 0.07 182 T 1. EAST COAST TRUSS BC Cont. 0- 0- 0 2- 9- 1 F -C 0.08 201 T 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 psf-Ld Dead Live TL Defl 0.00" in J -F L/999 TC 10.0 40.0 LL Defl 0.00" in J -F L/999 MAURICE A. SHASHOUA, BC 5.0 0.0 DL Defl 0.00" at L/999 P.E.#EB5251 a 19554 TC+BC 15.0 40.0 Shear // Grain in G -G 0.32 1908 NW 112 AVE. Total 55.0 Spacing 24.0" CORAL SPRINGS, FL 33071 Lumber Duration Factor 1.00 Plates for each ply each face. 2. 111CAUTION111 READ "BCSI-B1 Plate Duration Factor 1.00 Plate - MT20 20 Ga, Gross Area SUMMARY SHEET" BEFORE TC Fb-1.15 Fc=1.10 Ft-1.10 Plate - MTSH 18 Ga, Gross Area HANDLING , INSTALLING & BC Fb=1.10 Fc=1.10 Ft-1.10 it Type Plt Size X Y JSI BRACING TRUSSES. A MT20 3.Ox 4.0-0.5 Ctr 0.33 3. SEE ATTACHED DETAIL SHEET Total Load Reactions (Lbs) B MT20 3.Ox 3.0 1.0 Ctr 0.33 FOR: 1-JACK NAILS. at Down Uplift Horiz- F MT20 l.Ox 4.0 Ctr 0.5 0.64 2-TBRACE. 3-BEARING BLOCK. G 248 C 242 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR it Brg Size Required ADDITIONAL SPECIFICATIONS. G 3.5" 1.5" C 3.5" 1.5" NOTES: Trusses Manufactured by: Plus 1 UBC LL Load Case(s) East Coast Truss Plus 1 DL Load Case(s) Analysis Conforms To: FBC2007 Checked for NonConcurrent 200 TPI 2002 Lbs Moving Point Load applied Design checked for 10 psf non - at Panel Points and Mid -panel concurrent LL on BC. on BC Max gap between edge of brg and end vertical or Membr CSI P Lbs Axl-CSI-Bnd diagonal web is 1/2". ----------Top Chords---------- This truss must be installed A -B 0.27 126 C 0.00 0.27 as shown. It cannot be Online Plus- 0 Copyright M7ek®1996.2011 Version 28.0.005 Engineering - Portrait 6/10/2011 12:59:47 PM Page 1 Job Mark Quan Type Span Pi -Hi Left OH Right OH Engineering 22325 FL25 1 M100 10703 10000 0 0 #22325 - JWN - JACKSON Online Plus -- Version 28.0.006 RUN DATE: 10-MM-11 CSI -Size- TC 0.04 4x 2 SP42 BC 0.19 4x 2 SP-#2 WB 0.08 4x 2 SP-#3 Brace truss as follows: O.C. From To TC Cont. 0- 0- 0 1- 7- 3 BC Cont. 0- 0- 0. 1- 7- 3 psf-Ld Dead Live TC 10.0 40.0 BC 5.0 0.0 TC+BC 15.0 40.0 Total 55.0 Spacing 24.0" Lumber Duration Factor 1.00 Plate Duration Factor 1.00 TC Fb=1.15 Fc=1.10 Ft-1.10 BC Fb=1.10 Fc=1.10 Ft-1.10 Total Load Reactions (Lbe) it Down Uplift Horiz- G 242 C 225 HO 1-0-0 HO 1-0-0 TCI I 10-11 I H 3x4 B 5x5 D MOM R_ EF11 s17. it 1-0-0 -0-0 "v{ G ;i; er h 3x4 I... lx4 W:308 R: 225 Common Diagonal: 1-3-0 HGR R: 241 BC3-3 �I 1-7-3 ALL PLATES ARE MT2020 MiTek® Online Plus' B -C 0.01 0 T 0.00 0.01 B -C 0.01 0 T 0.00 0.01 C -E 0.04 0 T 0.00 0.04 --------Bottom Chords --------- G -F 0.19 0 T ------------- Webs ------------- G -B 0.00 32 C G -B 0.00 32 C G -C 0.00 0 T F -C 0.08 205 T TL Defl 0.00" in G -F L/999 LL Defl 0.00" is G -F L/999 DL Defl 0.00" at L/999 Shear // Grain in G -G 0.32 Plates for each ply each face. Plate - MT20 20 Ga, Gross Area Plate - MTSH 18 Ga, Gross Area it Type Plt Size X Y JSI B MT20 3.Ox 4.0 Ctr 0.5 0.22 C MT20 5.Ox 5.0-1.0 0.5 0.29 G MT20 3.Ox 4.0-0.5 Ctr 0.33 F MT20 1.Ox 4.0 Ctr 0.5 0.65 REFER TO ONLINE PLUS GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. it Brg Size Required G 3.5" 1.5" NOTES: C 3.5" 1.5" Trusses Manufactured by: East Coast Truss Plus 1 UBC LL Load Case(s) Analysis Conforms To: Plus 1 DL Load Case(s) FBC2007 TPI 2002 Checked for NonConcurrent 200 Design checked for 10 psf non- Lbs Moving Point Load applied concurrent LL on BC. at Panel Points and Mid -panel Max gap between edge of brg on BC and end vertical or diagonal web is 1/2". Membr CSI P Lbs Axl-CSI-Bnd This truss must be installed ----------Top Chords---------- as shown. It cannot be A -B 0.00 0 T installed upside-down. Online Plus- O Copyright MiTek® 1996-2011 Version 26.0.006 Engineering - Portrait 6/10/2011 12:59:47 PM Page 1 Scale: 0.890" = 1' Max comp. force 32 Lbs Max tens. force 205 Lbs Connector Plate Fabrication Tolerance - 10% This truss is designed for a creep factor of 1.5 which is used to calculate total load deflection. FABRICATOR NOTES: 1. EAST COAST TRUSS 5285 ST.LUCIE BLVD. FORT PIERCE,FL 34946 MAURICE A. SHASHOUA, P.E.#EB5251 & 19554 1908 NW 112 AVE. CORAL SPRINGS, FL 33071 2. 111CAUTION111 READ "SCSI-B1 SUMMARY SHEET" BEFORE HANDLING , INSTALLING & BRACING TRUSSES. 3. SEE ATTACHED DETAIL SHEET FOR: 1-JACK NAILS. 2-TBRACE. 3-BEARING BLOCK. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVAMN C.ERTIRC TE � � 6 oB Federal Emergency Management Agency iprres I, 2012 Nationai Flood Insurance -Program I mporiant: Read the instruct on pages 1-9. A RI IE 7 Y ',a�',a�'-` ;3'r:,°-�._TF�•rsix:.+3_:i .'?::_%f S-'TIOI� rc ' s" "a�. ��C a3 �34i {�T7�f'.:::::.::::::::.::::.::::::........................................ .........:..: Al. ,. Oding 0.xnor z Name � �cG :Pik' tt2 c"1�25 �AL[CSov�t A2. Building Street Address (Including Apt., Unit, Suite; and/of Bidg. No,) or P.O: Route and -Box No. 5S �rTL-i<S oJ�� State ZIP Code City ii �u S r 1J c a <_ «. l--t- 3 t4 1) S i A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) L� -r S S � T"i�c- c- 5 (5 � k1c, S ro c Z A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc_) lZ S r �- A5. Latitude/Longitude: Let. n ° 1-I I t, -1 Long. Q O ° 13 , 39.-1 " HoNzonfal Datum: F1 NAD 1927 PNAD 1933 A6. Attach at least 2 photographs of the building if the Certificate is. being used to obtain flood insurance. A7. Building Diagram Number t 6 A8. For a building with a craWspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crav4soace or enclosure(s)d� sq ft a) Square footage of attached garage Z 3 sq R b) No. of permanent flood openings in the crawispace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0. foot above adjacent grade within 1.0 foot above adjacent grade 2r c) T otal ne' area of flood openings in Az.b � ry A sq in c) Total net area c f flood openings inn�A,9 b � sq in F1 -n'a gli o d) Eng,inmsmcd P vyc .iivya�' 3 S No SECTION S - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bl. NFIP Community Name & Community Number B2. County Name B3. State i U ouC_0v2 S; �itc c � i Fes, i B4. MapiPanei Number 135_ Suffix B6. FIRM Index 87_ FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/ . :Revise Date Zone(s) AO, use base flood depth) 3. 9 m l 30 9 810. Indicate the source of fihe ase Flood Elevation (BFE) data or base flood de th entered in item B9. u FIS Profile FIRM Community, Determined — ❑Other {Describe) B11. indicate elevation datum used for BFE in Item B9: L� NGVD 1829 E] NAVD 1988 Other(Describe) B12. Is the building located,in a Coastal Barrier Resources System (CBRS) area OrOtherwise :Protected Area (OPA)? Yes No Designation Data CBRS 0 OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REC1l�1REI�) Cl. Building elevations are based on: Construction Drawings" 7 I Building Liner Constrru_tion= FniShed Construction `A new Elevation Certificate will be required -when construction of the building is complete.. C2. Elevations - Zones Al-A.30, AE, AM, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, ARIAE, ARiA1-AZO, APJAH, APJAO. Complete Items C2.-a+. below according to the building diagram specified in Item A7. Use the same datum as the BFE Benchmark utilized t�i S `I ") A. 0 q P L D I Verfical Datum V. Conversion/Comments it- V (o 0 Act Qi ig 9 r V. g C1. Check the measurement used. a) Top of bottom floor (Including basement, ciawlspace, or enclosure floor) Qi 0 9, feet [I meters (Puerto Rico only) b) Top of the next higherfloor 3S 1 *eet _ met. (Puerto Rico only) c) Bottom of the lowest horizontal structural member (v Zones orrlyj U meters (Puerto Rico only) d) Attached garage (top of slab) IQ fffeet meters (Puerto Rico only) e) Lowest elevation of maclline^� 4F equipment 8erv':ang the be�ikjina . 0 feet D. meters (Puerto Rice only) (Describe type of equipment and location in Comments) 0Lowest adjacent (finished) grade next to building (LAG) �_ 5 Meet ❑ meters {Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) _ Meet 0 meters (Puerto Rico only) h) Lowest adjacent grade at iewost elevation of deck or stairs, including _Q feet 0 miters (Puerto 'Rico only) structural support - SECTION D-SURVEYOR, ENG1NEER,.ORARCI H;ECc CERIIFiCATiON This certification is to be signed and seated. by a land surveyor, engineer., or architect authorized bylaw to certify elevation ..; information. i cart. fy that the information on this Certificate represents my hest efforts to interpret tare data available , I z �'� - Z Z l understand that any false statement maybe punishable by fno, or imprisonment under 16 U.S. Code, Section 700`'7. �Checic here if comments are provided on back of form. Were latitude and longitude in Section A provided by a = PLA-CE j [3 — r 'licensed land surveyor? `"Yes No _ _ SEAL. Certifer's Name E ARL� S��I�4<�� License Number b� L4 q S9`` HERE Trtie Company Name r Vp� ®dam A4 GCLIXI 9:.O.Hi LA,.ao Su V Ad , C: State ZIP Code {' 03 ' - Z ©1 2 1� Telephone 03 0-1 20 7Z-Z94q-7Cb FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions 1 ®. � 'r. 'NT- i p 'a .. . e .. me ... i -. fe�r°rA S6cftn A. ` - €=?r%a?? ',Gn3t`'a-': ?i ------- I,9�, CSa , Aha , - ,rl: tasr Cos . �. d c p�rt3larrrfi l tr:�i .....:. : .:.::..:: -' -- ' ' '-:-:..... - "��:i7. a'Szelz and a" 3'la T..�-Hu. ,� = +"3csii'siD� 5uild g aaaai ,id tress t:nciuding AF ;, Unit Suite;. rc'r: r Baag: rho:) ar , ....... z:a va ZIP - SECTION D =SURVEYOR, ENGINEER .Olt ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation' Cert�cate for (1) community offiaai, (2) insurance agent/company, and (3) building owner. Comments natur Datep-T, 2v 1 2 ❑.Check here if attachments SECTION E -BUILDING ELEVN 4 INp0RMATJ0N (SaIRVt:f-NOT'oe �3°�IeiE93j pORZOI�ic �,O �i�D''ZS�"sdE ai �aIT�O�T ��E9 ,For Zones AO and A (without BFE), complete items. E1-E5..If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,. and C.. For items Ei-E4, use natural glade, N available_ Check the measurement used. in :Puerto Rico only, enter meters_ El. Provide. elevationinformation for the following and check the appropriate boxes to show vrhethe'rthe elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement; crawisliace, or enclosure) is []feet.'❑meters ❑above or ❑below the NAG. b) Top of bottom floor.(inciuding basement, cravBspace, or enclosure) is _ :3eet ®meters Qabove or ❑below the LAG. E2. For Building Diagrams, 6-9 with permanent flood openings provided in Section A items 8 and/or 9 (sea pages 8-9 of instructions), the next higher floor (elevation C2 b in the diagram) of the.buiildirg is- —❑feet �•_( rreters ❑ above or belowthe HAG. E3. Attached garage '(top of slab), is ❑ feet n etsfs. ❑ above or ;❑ below the HAG_ E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet []meters above or ❑ below the HAG. E5. Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑fifes [J- No ❑ unknown. The local ofricial.mustcertify this information in Section G, SECTION F - PROPERTY OWNER (OR Oil EWS REPRESENTATPM CERTIFICATION The property owner or owners authorized representative.who completes.Se%fions:A,13and .E for,. Zone A (v t cut a FEMA-issued or cornmunity4ssued BFE) or Zone AO must sign here_ The sfaferrenis in Secubm A, B, and E am orrect fo the best of hnlrirnnw)Wge. Property Owner's or Owner's Authorized Representative's Name Address City State ZiP Code Signature Date Tefeplholie Comri1er+?� Check here ti attachments Si=CTION G -'COMMUNITY'NFORMATION,'(OPTIt3NAL) The local official who is authorized.by law or ordinance to administer the community's floodpiain .management ordinance can complete Sections A, B, C (or E), . and G of this Elevation Certificate. Complete the applicable i%rn(s) and sign below. Check the measuremen used in Items G8 and 439_ G1. ❑ -The hi formahao„ in Serctan C -Jos ta_><er_ from other *docurL--** om that has beet -sigived and se -Jed by a si-mayor, a-gio—t or arclnts-ft who is authorized bylaw to certify elevation infomiation_. (Indicate t m source and date, of the elevation data in the Comments -area below_) G2. ❑ A community official completed Section E fora building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. . G3. ❑ The following information (items. G4-G9) is provided for eq rimunityfiioodplain management purposes. G4. Permit Number G5. Bata "Perm t issued GG- Date Cartifimte Of CompliancalOccupanry issued G7. This permit:has been issued for. '❑{ Newconstruction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building [] feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the. building site. feet ❑ meters (PR) Datum G10. Community s,design flood elevation Elfeet :❑ meters (PR) Datum Local Official's Namer {. ' Title CoMmLiiiity Name' Telephone Signature -,: Date Con;:rerrts� � ri Ch+ecichere If atia trrrnth FEMA Form.8i 31, Mar 09 Replaces ail previous -editions