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1757 ATLANTIC BEACH DR - TRUSSES ■PNIIIIPN RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 34 MODEL: Wheaton5 Custom 11 Ittf DESIGNED/CHECKED: EAC I, MIN TRUETRUSS — ' 1 A DIVI$ON OP R EHOUSF) i _ . lekr:),; ( t .. i„zs 1 I '26 1 ws26 = I .r 1 LUS28 wszs TECHNOLOGY I1'ws2a I A I 1 This drawing is not sufficient ,'ws2e alone for installation. LUS26 Additional instructions LUszs accompanying this drawing, ,;, including BCSI-B1, should be Lug , used in conjunction with the I`°s26 architectural and structural rL plans during installation. If LUszs BCSI-B1 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. Permanent bracing for the building, including bracing to fresist wind, seismic, or other III lateral forces,and permanent bracing for all structural MO elements, is the responsibility of the Engineer of Record for the str‘IototeHdM¢�� Ilding d R�ft3l/ f4- Ilk_ 1 2JQ f tgr_'?CF•.°9�°®ice,• - S j 44 •O SI �I - 'n • Si. '� •� - q `.`! a ' " *..O.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 �!°°i, 4, • "'� A ■ llI1I?1!i 1191111.1Mpr VI 11111111W4111111 IIIIIIIIIIIIIIIIIII j . .. .. I ..-..........., . ... - 4 • U414 , ..........,...............-.............„... ..-......-.---...—.....„. 1 U414 17- 1... . .. . If 1 . .1414 4 U41 , ■ . it.,14 1.1414 L - - 0. U ,J414 414 I., ,n____..................____... U414 i'..7 • 14 U414 > l'74 vs - . . - . 14 ■ U414 .. . - . - s . - - ..._ . en• . _ . . . :- I 1 •:+1...,110. S , • r - I ....... . — ..::--,:.;,—,..,,,,•,:',..,.,141.,..,,,U:..:'P.M : ,.•:!'.i,..'::`.:1 FrIP 4,,,,t"i..., *':::1-,,,,": ..• i i :-.,:..,.:W.•I..)AD',PI■:.:1•74.'....:• .,,V.,.N..;•i NO FCA kr:I:a**,.r:. 1 ,,,r,71 U.,,',.11j,......,,,,V .....•r:.)..,t'''''.:,,.: i' i :• INIERMINNE NMI i ... 1 Ii.._._.„,-._.___...r.___,„ !: APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.. A FLORIDA CORPORATION FBPE CA N RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 34 MODEL: Wheaton5 Custom DESIGNED/CHECKED: EAC 1AVM. IR SS 7. , - T.A,�WINO*OR l RUEHOUS�' T E C H N O L O G Y iligP 17;\( f This drawing is not sufficient — alone for installation. Additional instructions accompanying this drawing, including BCSI-B1, should be used in conjunction with the architectural and structural plans during installation. If BCSI-B1 has not been shipped to the site with the components shown on this page, please contact Apex Technology for a free copy. '''/\1766\: — Permanent bracing for the building, including bracing to i_. resist wind, seismic, or other lateral forces, and permanent bracing for all structural ! elements, is the responsibility of the fothi6M-IdifF ?ord for thesitretGrg r�fhazbu �g designer'perlA'J 1fTPI•1= °2db2Chaper 2. 'BS�y SI �' • w -i��0�'.I 'G\ to% . 1. 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 - l.;�t�Ijj�5 x x x • nn k• Sal NEI APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA I Riverside Homes Site Information 1 Atlantic Beach Country Club 34 Duval OFFICE COPY i'llkiPPI7E/ ( Structural Engineer of Record JEFFREY P.ARNESON P.E.58544 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.15) FLOOR LOADING (Cd=1.00) MWFRS TOLL 20 psf TCLL 40 psf 140 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BOLL 00 psf Exposure B BCDL 05 psf BCDL 05 psf Occupancy Category II (Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 102 truss designs with individual date of design NO JOB ID TRS ID DATE I NO I JOB ID I TRS ID I DATE I NO I JOB ID I TRS ID I DATE I 1 ABCC34 B01 11/5/2015 31 ABCC34 FG01 11/5/2015 61 ABCC34 HJO5 11/5/2C 2 ABCC34 B01 11/5/2015 32 ABCC34 FG01 11/5/2015 62 ABCC34 HJO5 11/5/2C 3 ABCC34 B02 11/5/2015 33 ABCC34 FG02 11/5/2015 63 ABCC34 H106 11/5/2C 4 ABCC34 B02 11/5/2015 34 ABCC34 FG02 11/5/2015 64 ABCC34 HJO6 11/5/2C 5 ABCC34 B04 11/5/2015 35 ABCC34 FG03 11/5/2015 65 ABCC34 HJO7 11/5/2C 6 ABCC34 B04 11/5/2015 36 ABCC34 FG03 11/5/2015 66 ABCC34 HJO7 11/5/2C 7 ABCC34 B05 11/5/2015 37 ABCC34 FGE01 11/5/2015 67 ABCC34 J01 11/5/2C 8 ABCC34 B05 11/5/2015 38 ABCC34 FGE01 11/5/2015 68 ABCC34 J01 11/5/2C 9 ABCC34 F01 11/5/2015 39 ABCC34 FGE02 11/5/2015 69 ABCC34 J02 11/5/2C 10 ABCC34 F01 11/5/2015 40 ABCC34 FGE02 11/5/2015 70 ABCC34 J02 11/5/2C 11 ABCC34 F02 11/5/2015 41 ABCC34 FGE03 11/5/2015 71 ABCC34 J03 11/5/2C 12 ABCC34 F02 11/5/2015 42 ABCC34 FGE03 11/5/2015 72 ABCC34 J03 11/5/2C 13 ABCC34 F03 11/5/2015 43 ABCC34 FGE04 11/5/2015 73 ABCC34 JO3A 11/5/2C 14 ABCC34 F03 11/5/2015 44 ABCC34 FGE04 11/5/2015 74 ABCC34 JO3A 11/5/2C 15 ABCC34 F04 11/5/2015 45 ABCC34 FGE05 11/5/2015 75 ABCC34 J04 11/5/2C 16 ABCC34 F04 11/5/2015 46 ABCC34 FGE05 11/5/2015 76 ABCC34 J04 11/5/2C 17 ABCC34 F05 11/5/2015 47 ABCC34 GE01 11/5/2015 77 ABCC34 J05 11/5/2C 18 ABCC34 F05 11/5/2015 48 ABCC34 GE01 11/5/2015 78 ABCC34 J05 11/5/2C 19 ABCC34 F06 11/5/2015 49 ABCC34 HJO1 11/5/2015 79 ABCC34 J06 11/5/2C 20 ABCC34 F06 11/5/2015 50 ABCC34 HJO1 11/5/2015 80 ABCC34 J06 11/5/2C 21 ABCC34 F08 11/5/2015 51 ABCC34 HJO1A 11/5/2015 81 ABCC34 J07 11/5/2C 22 ABCC34 F08 11/5/2015 52 ABCC34 HJO1A 11/5/2015 82 ABCC34 J07 11/5/2C 23 ABCC34 F09 11/5/2015 53 ABCC34 HJO2 11/5/2015 83 ABCC34 J08 11/5/2C 24 ABCC34 F09 11/5/2015 54 ABCC34 HJO2 11/5/2015 84 ABCC34 J08 11/5/2C 25 ABCC34 F10 11/5/2015 55 ABCC34 HJO3 11/5/2015 85 ABCC34 J09 11/5/2C 26 ABCC34 F10 11/5/2015 56 ABCC34 HJO3 11/5/2015 86 ABCC34 J09 11/5/20 27 ABCC34 F11 11/5/2015 57 ABCC34 H103A 11/5/2015 87 ABCC34 JO9A 11/5/2C 28 ABCC34 F11 11/5/2015 58 ABCC34 HJO3A 11/5/2015 88 ABCC34 JO9A 11/5/2C 29 ABCC34 F12 11/5/2015 59 ABCC34 HJO4 11/5/2015 89 ABCC34 J10 11/5/2C 30 ABCC34 F12 11/5/2015 60 ABCC34 _ HJO4 11/5/2015 90 ABCC ir,f I I t 11IH.,J10 11/5/2C ,%11 ESO '1 Apex Technology ' Apex Technology is a fictitious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-4745 , 0 ., �`� ••'••�V' • Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 /_L • 43' •;Z The seal on this index sheet indicates acceptance of professional engneering responsibility solely for the Truss Design Drawings listed abode L._ '1 O and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI l-L • C\ • 2002 Section 2 W 0 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61G18�, #' *::14, • 31.003 of the Florida Board of Professional Engineers i ]f�•. r0.'r �'-' � -� 1 � . vim. ���, A•... 4�4 OAP%'; , Riverside Homes Site Information Atlantic Beach Country Club 34 Duval Structural Engineer of Record Derek B.Murray PE No.71457 erp:e, 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 T E C H N O L O G Y WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.15) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 140 MPH(3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure B BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 102 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID I TRS ID I DATE NO JOB ID I TRS ID I DATE 181 ABCC34 T33 11/5/2015 182 ABCC34 T33 11/5/2015 183 ABCC34 T34 11/5/2015 184 ABCC34 T34 11/5/2015 185 ABCC34 134D 11/5/2015 186 ABCC34 T34D 11/5/2015 187 ABCC34 T35 11/5/2015 188 ABCC34 T35 11/5/2015 189 ABCC34 135D 11/5/2015 190 ABCC34 135D 11/5/2015 191 ABCC34 T36 11/5/2015 192 ABCC34 T36 11/5/2015 193 ABCC34 137 11/5/2015 194 ABCC34 T37 11/5/2015 195 ABCC34 T38 11/5/2015 196 ABCC34 T38 11/5/2015 197 ABCC34 T39 11/5/2015 198 ABCC34 T39 11/5/2015 199 ABCC34 140 11/5/2015 200 ABCC34 140 11/5/2015 201 ABCC34 141 11/5/2015 202 ABCC34 T41 11/5/2015 203 ABCC34 T42 11/5/2015 204 ABCC34 T42 11/5/2015 Apex Technology Apex Technology is a ficbcious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547.4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1- 2002 Section 2 With my seal affixed to this sheet,I hereby certify that this serves as an index sheet in conformance with Rule 61015-23.002(2)and 61015- 31.003 of the Florida Board of Professional Engineers 11/5/2015 Job#ABCC34 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 4, 01'00"00 J05 JACK 60.00/12 Pitch 1-Ply 1 32.59 15.00 2 15.00 0.00 3 27.59 15.00 4 03'00"00 J06 JACK 60.00/12 Pitch 1 -Ply 1 97.75 54.00 2 45.00 0.00 3 82.75 44.00 4 05'00"00 J07 JACK 60.00/12 Pitch 1-Ply 1 162.92 95.00 2 75.00 0.00 3 137.92 74.00 4 07'00"00 J08 EJACK 60.00/12 Pitch 1-Ply 1 228.08 136.00 2 105.00 0.00 3 193.08 105.00 6 01'00"00 J09 JACK 5.00/12 Pitch 1 -Ply 1 35.55 9.00 2 13.49 0.00 3 24.32 25.00 2 01'00"00 J09A JACK 60.00/12 Pitch 1-Ply 1 34.76 4.00 2 13.58 0.00 3 24.18 15.00 6 03'00"00 J10 JACK 5.00/12 Pitch 1 -Ply 1 100.55 37.00 2 42.54 0.00 3 76.07 72.00 2 03'00"00 J10A JACK 5.00/12 Pitch 1 -Ply 1 99.83 17.00 2 42.42 0.00 3 75.18 43.00 3 05'00"00 J11 JACK 5.00/12 Pitch 1 -Ply 1 165.68 30.00 2 71.24 0.00 3 126.47 71.00 3 05'00"00 J11A EJACK 5.00/12 Pitch 1 -Ply 1 164.98 30.00 2 71.39 0.00 3 126.48 71.00 2 01'00"00 J12 JACK 5.00/12 Pitch 1-Ply 1 , 32.59 1.00 2 14.00 0.00 3 27.71 21.00 2 03'00"00 J13 JACK 5.00/12 Pitch 1 -Ply 1 97.76 15.00 2 42.77 0.00 3 78.25 49.00 2 05'00"00 J14 JACK 5.00/12 Pitch 1 -Ply 1 162.92 29.00 2 71.42 0.00 3 127.34 76.00 1 07'00"00 J15 EJACK 5.00/12 Pitch 1 -Ply 1 228.08 44.00 2 100.03 0.00 3 176.72 104.00 4 01'00"00 J16 JACK 3.00/12 Pitch 1 -Ply 1 37.72 9.00 2 12.23 0.00 3 21.02 13.00 4 03'00"00 J17 JACK 3.00/12 Pitch 1 -Ply 1 101.59 27.00 2 40.97 0.00 3 72.05 38.00 3 05'00"00 J18 EJACK 3.00/12 Pitch 1 -Ply 1 165.92 46.00 2 69.35 0.00 3 121.58 63.00 6 02'05"09 J19 JACK 5.00/12 Pitch 1 -Ply 1 80.30 11.00 Page 2 of 5 Job#ABCC34 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 441.90 112.00 1 13'07"00 T23 COMN 5.00/12 Pitch 1 -Ply 1 442.59 112.00 2 442.59 112.00 1 13'07"00 124 HIPS 5.00/12 Pitch 1 -Ply 1 883.39 393.00 2 883.39 393.00 1 14'04"00 T25 COMN 5.00/12 Pitch 2-Ply 1 1103.28 375.00 2 1114.05 384.00 1 14'04"00 T26 COMN 60.00/12 Pitch 1 -Ply 1 467.03 144.00 2 467.03 145.00 3 14'04"00 T27 COMN 60.00/12 Pitch 1 -Ply 1 467.03 144.00 2 467.03 144.00 1 14'04"00 T28 COMN 60.00/12 Pitch 1 -Ply 1 467.03 82.00 2 467.03 141.00 1 14'04"00 T29 COMN 60.00/12 Pitch 1 -Ply 1 467.03 68.00 2 467.03 135.00 1 14'04"00 T30 COMN 60.00/12 Pitch 1 -Ply 1 467.03 55.00 2 467.03 127.00 1 14'04"00 T31 COMN 60.00/12 Pitch 1-Ply 1 478.80 44.00 2 545.25 117.00 3 14'04"00 T32 MONO 60.00/12 Pitch 1 -Ply 1 467.03 41.00 2 467.03 113.00 1 14'04"00 T32D MONO 60.00/12 Pitch 1 -Ply 1 2154.52 41.00 2 467.03 113.00 3 10'08"00 T33 SPEC 5.00/12 Pitch 1 -Ply 1 347.56 29.00 2 347.56 85.00 7 10'05"08 T34 MONO 5.00/12 Pitch 1 -Ply 1 340.77 29.00 2 340.77 83.00 2 10'05"08 T34D MONO 5.00/12 Pitch 1 -Ply 1 988.74 29.00 2 340.77 83.00 8 2011"00 T35 SPEC 5.00/12 Pitch 1 -Ply 1 681.53 86.00 2 681.53 86.00 1 2011"00 T35D SPEC 5.00/12 Pitch 1 -Ply 1 681.53 86.00 2 681.53 86.00 1 2011"00 T36 HIPS 5.00/12 Pitch 1 -Ply 1 681.53 212.00 2 681.53 212.00 1 20'11"00 T37 HIPS 5.00/12 Pitch 1 -Ply 1 1779.08 577.00 2 1246.32 404.00 3 13'03"00 T38 COMN 5.00/12 Pitch 1 -Ply 1 431.73 133.00 2 431.73 133.00 1 07'00"00 T39 MONO 5.00/12 Pitch 1 -Ply 1 757.45 252.00 2 958.90 314.00 3 0910"00 140 MONO 60.00/12 Pitch 1 -Ply 1 318.91 46.00 2 316.23 71.00 1 12'11"00 T41 HIPS 60.00/12 Pitch 1-Ply 1 848.48 238.00 2 848.48 238.00 2 12'11"00 142 COMN 60.00/12 Pitch 1 -Ply 1 416.12 133.00 2 416.12 133.00 Page 4 of 5 mX y�mcOm� (� m op �I m 61 �J C)l A W Cl) N om Ax.--of,;,-NAp O X •0 H z CO• 0 -I 7j -0 Z m :U D -0 A= �>.- n O O c_ O -_ ) m OM O m �O p��m N O D m Z cn m H m m < m m m z �� w oo°nX D (I) m O m = cn o O m 0 D ` " " m�o� — H 7 0 O m m co z Z \\ /� o m73C O 0 = 00 0 m D �o� O pm p O �7 0 U) m m n 0 m m n ;t m 0 NT c o. 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D 0 T. 0ZN� O z C H 0 73 m - H O z N [11' 5 �D�° nz p m cn < Dm o0 2mA0 p m Z (n O O O 0 D Z on�z m 0 (n z c c� p z m V N o i �,n; m 0 m m Z (n O z O m o n m X m cn --i :U 71 m Opm � O 0 0 x zc� DO D co (A m Z Ertl m z n � m �7 CA -o -I m z 0 m 0 m m > c • m z D `� - z 0 D 0) r m 0 i Z Or o Z 0 O m-1 > D Z O m z I O m m _ 0 m 0 D 0 xi X - > D � z 7 Z 0 m m Z w m r D p M r y � 0 O m m � m M 0) -I O D z �7 O D Z D z H � m 0 m m OH p Z r —I zi0 0 H 0 0 O X w C/l co xi 0 -4D 2 m mm zX ti Om AO 2 YZ 4O 00 ZL) < , 0 ON z> T Z() m O y 2 2 1C N -Z O, >m 0? HIP GIRDER REFER TO PLACEMENT PLAN 7,' FOR NO OF PLIES D m \ v \\ — V m X O m i M M 2 <y Z O ?,8 >-< JACK _ X n mD Om PO OA g ° < <o D JACK ZE m 0 / y� m E 00 m mm mm O 0< >O ,)ii ' CD D D D 0, 0 0 0 0 8d z o Z 0 Z . 2 D X 51z An CO m yC • o C— M-1 4a a� = w � WnW ms G) _— m 0 -- nD =�- p — -n p � 00 - m co m C m >10 0 0 , ZJ 0 , H 0 - m2 X O O n X O X mr 0C^_'- 0rZ70C'_ CnmO ('' OM--', Z -1 CD cnzzH Cn0Z -I P; Z p 1 o m z p > m Z 0 <' nm O 7Jmm 7J [,7 mm § - Hz 0z › HZ z7J —Hiz . ' g O F D m p F O m z F s • cn * CW � cn + � - cn @ zOpP Dzz� 0D � r � D0 ii O v n8 � H O O — T p * Mcn m m op � s0 CA P° ox2°zm �CA 0o yCoo " 00 H rTJX9, 7, 0 _, 0 � m > 0 2G) O> z C) z � � � O _ mo Z D C)0 z O O 0 = r m m - 3 0 - m G) X r H -Ia I V mm zx P D 00 20 0{ o W _.a a T Zn m. O. ZC Z TI N.) D n D -4. co zZ O z am z m(n /1‘ m -< D m , -a -p P> W a - 73_ (A m D N 00 p O 71 m0 m- 0 m n -I 4 z m z .0 c x a< (n N D _1 m z C)) NI— W Z mz D m . O 1r m - uc) r m 0. > m 0x. O Z n o '♦ p 0 NI--• O ro m m —I W 91. '<o 4 O 1. z i -n K o ♦ n 0 4 y .I O E 5 2 0 ��� o iD CD 0 0 v X I- ''✓ cnrn cZ m N = (n '' 0,8 —I \• ti N O � A- ;`(T 4 m� = D �A. , D O� 2.rn z Z ti K N N 71 DV' aF co § Dt 0 0 N �titi ' > .a 0, in s co .a' �..] .0 cry \aa CA m n > O mz z13 mm ,m m O > 0 _11 ,_ m FG) O p '; z 0 D D -< X 1 D mm y Z° - H m )0(\ REFER TO GABLE END oN (e7 ; ° z BRACING DETAIL D ; z < z o •' 1X m, ° x m m O ti tv 1,5 o A m Lj �T �O I V -m 2 ►, 1 (o r m D 2 G 0. N , C Z N C mm G ,, E 0 0 2 -0 E CO m m= -< x, 0o y0 77 DA z =� ° D EI �O u) —1 Z Z mGG)) m w m 0 m> 0 * m "' U �♦ OZ x r ° m N 0 -< m m rr °D n � wDZ V Cl>0 0 1m yD q . C� z-0 O 0Z x nr h o� 0 * 0 < ry 2 ',4\ -n oZ = 0 m 0 0 C w� m z -< n � � �a = Zl � ix <O Z N U) U) z k4 G) -,...r (n w Ob Z N = �x A 4, mn N 0 m x 1 V (A:-• 0 m-4 <o �0 = D � p � m -i ,- o m z —i CO D m 0 7 1 x, 000m zzm C� -.F 0m - � mm = OIm > m -I zm O T- (--) __i z � D 0 > S � � D •tnCOu) cn = � `, - oC) r- yDXmzz D ° ° Z = m 0 --IHW00 Z] - N Co 0- > [i7 Hx � LCmcz ° X C ° wnmcn D C� 0 C � zpzy � O • 73 7:1 r' D �` m CI n Cmz H P � N r uy rnW0W � � ° I Ar c.5 „ 0co r- C — ' Z I o ` ���� V1 ° Z m ° U' 0 C •I n m il li,` G) • C -1 Cn nrri D D D W I Z 0 C 11W m z7 H Pr O D OX r � 1 -< 1 ABCC34 Ply:3 SEON:17372/T103/FLOC) Wheaton5 Custom Oty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 11/05/15 T C B _10'1"2 F 176'12 17'6"12 Loading Criteria 1pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def iCSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 240 C 7336 /- /- /- /- /6.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 210 D 7966 /- I- I- I- /4.0 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 A - - C Min Brg Width Req= 2.7 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 A - - D Min Brg Width Req= 2.9 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver.15.01.02F.0923.22 Lumber Floor Joist Header:1.750"x16.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Member : Rows @_ "o.c.(Each Row) Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. Warning:Fastening of plies required"' Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) From 8 plf at 0.00 to 8 plf at 17.56 BC-1896 lb Conc.Load at 2.15,4.15,6.15,8.15 10.15,12.15,14.15,16.15 Additional Notes Deflection meets U240 live and U210 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. epwE 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 EIMMItMEI ABCC34 Ply:2 SEQN:17431/T84/CEIL Wheaton5 Custom Qty: 1 FROM: DRW: B04 • Wgt:0.0 lbs ... / ... 11/05/15 B A 10,1 ,,2 4'3"4 4'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 0.00 Wind Std: NA • Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 240 C 408 /- /- /- /- 15.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 408 /- /- /- /- /5.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5 Des Ld: 10.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.15 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI: 0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Ver:15.01.02F1.1028.19 Lumber Ceiling Joist Header:1.750"x16.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131"x3",min.nails Top Chord:5 Rows @ 0.00"o.c.(Each Row) Member : Rows @_ "o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to avoid splitting. "'Warning:Fastening of plies required"' Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) From 191 plf at 0.00 to 191 plf at 4.27 Additional Notes Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing. include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ep PE Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 MEECIMMI ABCC34 Ply:1 SEAN:17360/T78/SY42 Wheaton5 Custom Qty: 5 FROM: DRW: F01 Wgt:70.0 lbs ... / ... 11/05/15 • 5'4"8 I 7'6"8 I 12'11" 5'4"8 2'2" 5'4"8 I-2'6„-..I (TYP) 11113 11X5 III8X3 III 1X3 = (5 IyX3 1�yl G 1 10'1"2 =3X4 =3X4 si 3X8 I --3X8 H 12'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.137 C 999 360 K 698 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.270 C 551 240 H 698 /- I- I- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.051 B - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings K&H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.668 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.356 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 D-E 0 -1722 I:NA GCpi:NA Plate Type(s): B-C 0-1722 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 0-1734 Lumber Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 K-J 1157 0 I-H 1157 0 Webs 4x2 SP#3 J-I 1734 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purtins L-K 0 -10 D-I 0 -234 to laterally brace chords as follows: A-K 0 -105 I-E 703 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0-1286 E-H 0 -1286 TC 24 0.25 12.67 B-J 703 0 F-H 0 -105 BC 120 0.25 12.67 J-C 0 -234 H-G 0 -10 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray OBECIEMMEi PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17377/T81/SY42 Wheaton5 Custom Qty: 2 FROM: DRW: F03 Wgt:106.4 lbs ... / ... 11/05/15 • 10'6" 1 11'7"� 19'9" 10,6" 1'1"8 8'1"8 F-2,6„--I (TYP) A =4X8�C =3X4 E =3X4 G =4X8 1111X3 - 10'1"2 w 3X8[5] =3X3 =3X8[12] I P 0 N M L K =3X8 =4X10 1 1 19'9" J Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P$in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.419 E 550 360 P 1064 /- I- l- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.656 E 351 307 K 1937 /- I- /- I- /3.5 ' BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.078 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code f Misc Criteria Creep Factor 1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.473 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.604 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.716 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -4062 I:NA GCpi:NA Plate Type(s): B-C 0-3273 F-G 0 -3232 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 0-3273 G-H 0 -3232 Lumber Camber D-E 0-4059 H-I 113 0 Value Set:136(Effective 6/1/2013) Max JT VERT DEFL:LL:0.42"DL:0.24".See detail Maximum Bot Chord Forces Per Ply chord 4x2 SP M-31 DEFLCAMB1014 for camber recommendations. ly(Ibs ) Bot chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 End Vertical Attachment P-0 1916 0 M-L 4058 0 Lumber value set"136"uses design values Attach notched end vertical(s)to next end vertical Q-N 3992 0 L-K 1873 0 approved 1/30/2013 by ALSC Special Loads using(3)qty.10d box or(0.128"x3"min)gun nails,or N-M 4062 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-112"length wire staples on each Maximum Web Forces Per Ply(Ibs) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.1210 100 plf at 19.50 - BC-From 10 plf at 0.00 to 10 plf at 19.75 Additional Notes Q-P 0 -10 M-F 84 0 BC- 866 lb Conc.Load at 19.63 +2x6 continuous strongback.See detail A-P 0 -106 F-L 0 -912 Plating Notes STRBRIBR1014 for bracing and bridging P-B 1500 21 0 L-H 1503 224 recommendations. All plates are 2X4 except as noted. C-O 0 -234 H-K 0 -2192 Truss must be installed as shown with top chord up. O-D 0 -795 I-K 0 -242 Plate Shift Table The overall height of this truss excluding overhang is D-N 89 0 K-J 87 -749 JT Plate Lateral Chord JT Plate Lateral Chord 1-4-0. N-E 43 -64 No Size Shift Bite No Size Shift Bite (5) 3X8 4.25 L 1.25 [12] 3X8 4.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 19.25 BC 120 0.12 19.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epwE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17379/T80/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: F05 + Wgt:106.4 lbs / ... 11/05/15 10'6" ( 11'7"y 19 '9" 10,6" 1'1"8 8'1"8 I...__2,6„_-I (TYP) A =4X8 C =3X4 E =3X4 G =4X8 1111X3 -1" 11 3. m 10'1"2 3X8[5] =3X3 =3X8[12) PI IIIP 0 N M L K =3X8 =4X10 r -19'9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Ll# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.420 E 549 360 P 1066 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.657 E 350 307 K 1685 /- I- /- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.079 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.473 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.605 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.717 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -4081 I:NA GCpi:NA Plate Type(s): B-C 0-3282 F-G 0 -3258 Wind Duration:NA WAVE 'VIEW Ver:15.01.02F.0923.22 C-D 0-3282 G-H 0 -3258 Lumber Camber D-E 0-4078 H-I 78 0 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.42"DL:0.24".See detail Top chord 4x2 SP M-31 DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 End Vertical Attachment P-O 1921 0 M-L 4077 0 Lumber value set"13B"uses design values Attach notched end vertical(s)to next end vertical O-N 4005 0 L-K 1902 0 approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or N-M 4081 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Special Loads staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.12 to 100 plf at 19.50 BC-From 10 plf at 0.00 to 10 plf at 19.75 Additional Notes Q-P 0 -10 M-F 83 0 BC- 616 lb Conc.Load at 19.63 +2x6 continuous strongback.See detail A-P 0 -106 F-L 0 -906 STRBRIBR1014 for bracing and bridging P-B 0-2134 G-L 0 -225 Plating Notes recommendations. B-O 1505 0 L-H 1498 0 All plates are 2X4 except as noted. C-0 0 -235 H-K 0 -2187 Truss must be installed as shown with top chord up. O-D 0 -800 I-K 0 -204 Plate Shift Table The overall height of this truss excluding overhang is D-N 89 0 K-J 60 -535 JT Plate Lateral Chord JT Plate Lateral Chord 1-4-0. N-E 43 -66 No Size Shift Bite No Size Shift Bite [5] 3X8 4.25 L 1.25 [12] 3X8 4.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 19.25 BC 120 0.12 19.33 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray t E C N N O L 0 v PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17362/T95/SY42 Wheaton5 Custom thy: 8 FROM: DRW: F08 i Wgt:81.2 lbs ... / ... 11/05/15 • 8' 101"4 15'6"4 F 8' f 2'3"4 I 5'3" 2,6"-I (TYP) 11112(3 ° (8 III LP °f(3 III lXX3 =-iX8 11113 / \_ (1012 =3X8 1111X3 =4X4[9] \-1-)=4X5 ' _3L8 K J I H I- 15'6"4 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.289 J 634 360 L 855 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.502 J 364 244 H 840 /- /- /- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.072 B - - H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.516 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.589 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.530 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 D-E 0 -2537 I:NA GCpi:NA Plate Type(s): B-C 0-2420 E-F 0 -2519 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 0-2420 F-G 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire L-K 1480 0 J-I 2537 0 Webs 4x2 SP#3 staples,through wide face:or(3)qty.16-Gauge,1" K-J 2542 0 I-H 1546 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table +2x6 continuous strongback.See detail JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging M-L 0 -10 D-J 32 -141 No Size Shift Bite No Size Shift Bite recommendations. L-B 0-1645 E-I 0 -355 [9) 4X4 1.25 L 1.25 B-L 0 -100 I-F 1112 0 Truss must be installed as shown with top chord up. B-K 1039 0 F-H 0 -1702 Purlins The overall height of this truss excluding overhang is C-K 0 -329 G-H 0 -116 In lieu of structural panels or rigid ceiling use purlins 1-4-0. K-D 142 -489 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 15.40 BC 120 0.12 15.40 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.29"DL:0.23".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC34 Ply:1 SEON:17364/T77/SY42 Wheaton5 Custom Oly: 4 FROM: DRW: F10 • Wgt:71.4 lbs ... / ... 11/05/15 5'8" 6'3" 11'9" • I 5'8" T. I- 5'6" 'I "11' 2'6..-H (TYP) 1111X3 =3X3 A B X5 °3X3 D =iX3 F III8(3 =445 C s" �. n rli I Is 11'2"2 Mt - ! �s� psi II + 10'1"2 1111X3 =3X8[6] 1111X3 L =3X8 C 0 N M K J III1X3 III2X4 r 11'9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.115 M 999 360 A 636 /- /- /- I- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.180 M 759 240 J 641 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.016 H - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.025 H - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.857 Bearing J Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.455 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.617 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 E-F 0 -1479 Wind Duration:NA WAVE VIEW Ver.15.01.02F.0923.22 B-C 0-1188 F-G 0 -1078 Lumber Additional Notes C-D 0-1158 G-H 0 -1078 D-E 0-1188 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP#2 recommendations. Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is 0-N 0 -1 L-K 1479 0 approved 1/30/2013 by ALSC 1-4-0. N-M 1478 0 K-J 0 -1 M-L 1479 0 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(Ibs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. (6] 3X8 3.50 L 1.25 O-B 33 0 F-K 0 -482 Puriins B-N 1295 0 G-K 0 -307 In lieu of structural panels or rigid ceiling use purlins D-N 0 -356 K-H 1193 0 to laterally brace chords as follows: N-E 0 -406 H-J 0 -592 Chord Spacing(in oc) Start(ft) End(ft) E-M 107 -71 J-I 0 -34 TC 24 -0.29 11.21 L-F 104 -75 BC 120 0.00 11.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown.2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17366/T39/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: F12 Wgt:54.6 lbs ... / ... 11/05/15 • 5'6"8 6'4"8 9'3" 5'6"8 I 10" 2'10"8 r"1 f' 2,6"-I (TYP) 3X4 1112X4 =3X3 III 1 3 =3X4 III 1X3 AB C D E 3. ■ H a 1:r: lit li i i 0 =3X4 =3X3 1111X3 'g L K J =4X5 r 9'3" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1ICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.086 E 999 360 A 506 /- l- /- I- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.145 E 743 240 I 496 /- /- /- /- /1.4 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.011 L - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.020 L - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.638 Bearing I Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.570 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.260 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 D-E 0 -865 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 B-C 15 0 E-F 0 -867 Lumber C-D 38 0 F-G 0 -12 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Webs 4x2 SP#3 L-K 829 0 J-I 863 0 Lumber value set"13B"uses design values K-J 867 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: L-B 416 0 J-F 113 -11 Chord Spacing(in oc) Start(ft) End(ft) L-D 0 -930 F-I 0 -939 TC 24 -0.29 8.71 D-K 187 -61 G-I 1 -109 BC 106 -0.00 8.84 K-E 71 -27 I-H 0 -11 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. ++Anchorage req'd to prevent truss from slipping off bearing. The overall height of this truss excluding overhang is . 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEEMEMIZEI PE No 60839 PE No.58544 PE No.71457 ABCC34 Ply:2 SEON:17350/T18/HIPM Wheaton5 Custom Qty: 1 FROM: DRW: FG02 Wgt:117.6 lbs ... / ... 11/05/15 2'7"6 5'1"8 I 7'7,10 I 10'3"8 2,7,6 I 2'6"2 2'6"2 2'7"1 4 12 3.5 i___--- B III2cX4 =.8(5 E • yusr- T 3X8(B1)A �� • �� _ 'v n _ 1 10'1"2 I III 2X4 H G ////F 1113X4 1 10'3"8 i 5'1"8 2'10"2 2'3"14 H 5'1"8 I 7'11"10 I 10'3"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.095 C 999 240 A 2638 /- /- /- /- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.208 C 584 180 J• 1949 /- I- /- /- /17.1 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 B - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.028 B - - J Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings A&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.865 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.495 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.766 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0-2830 C-D 0 -3758 I:NA GCpi:NA Plate Type(s): B-C 0-3758 D-E 0 -2542 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 to laterally brace chords as follows: A-I 2683 0 H-G 2852 0 Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) I-H 2692 0 G-F 26 0 Webs 2x4 SP#3:W6 2x4 SP#2: TC 24 0.00 10.29 BC 120 0.15 10.29 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Nailnote B-I 83 -77 D-G 0 -1065 Nail Schedule:0.131"x3",min.nails B-H 1212 0 G-E 2715 0 Top Chord:1 Row @ 4.00"o.c. C-H 0 -922 E-F 0 -1286 Bot Chord:1 Row @12.00"o.c. H-D 974 0 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 101 plf at 0.00 to 101 plf at 1.67 TC-From 351 plf at 1.67 to 351 plf at 2.61 TC-From 351 plf at 2.61 to 351 plf at 5.12 TC-From 459 plf at 5.12 to 459 plf at 10.29 BC-From 10 plf at 0.00 to 10 plf at 10.29 TC- 916 lb Conc.Load at 5.12 BC- 637 lb Conc.Load at 1.79 Plating Notes All plates are 6X8 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 A8CC34 Ply:1 SEQN:173671 T29/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: FGE01 • Wgt:72.8lbs 11/05/15 ... / ... • �' -11 1 2„8 1 F 1'2"8 -I F• 1,2„8'i f 1,2„8 I f 1,2„8 -I F• 1 2„8 -I F 1,2„8 -I F- 1,2„8 '�r p 1 1'3"4 A B C D E F G H 1 J K 3y8 X I I- _ e ,i f� JL 10'1"2 1112X4 V U T S R Q P O N 1112X4 12'11" i I- 12'11" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 W 74 j. /- /- j. /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 W 106 /- /- /- /- /149 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 B - - W Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B - - W Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings W&W Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 F-G 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 G-H 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 0 0 H-I 0 0 Lumber Additional Notes D-E 0 0 I-J 0 0 E-F 0 0 J-K 0 0 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging To chord 4x2 SP#3 recommendations. P Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 The overall height of this truss excluding overhang is Lumber value set"13B”uses design values 1-4-0. W-V 0 0 R-Q 0 0 approved 1/30/2013 by ALSC V-U 0 0 Q-P 0 0 U-T 0 0 P-O 0 0 Bracing T-S 0 0 0-N 0 0 Sheathing is required for any longitudinal(drag) S-R 0 0 N-M 0 0 forces.All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes X-W 0 -9 K-M 0 -6 All plates are 1X3 except as noted. A-W 0 -59 M-L 0 -8 Purlins Maximum Gable Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) B-V 0 -150 G-Q 0 -134 TC 24 0.25 12.67 C-U 0 -129 H-P 0 -132 BC 120 0.25 12.67 D-T 0 -134 I-0 0 -139 Apply puffins to any chords above or below fillers E-S 0 -133 J-N 0 -107 at 24”OC unless shown otherwise above. F-R 0 -133 End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1” Crown(minimum),1-1/2”length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IlEtairlrni PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEAN:17369/T96/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: FGE03 • Wgt:84.0 lbs .. / ... 11/05/15 I 12 8 178 HI 1� 2 8 1'2"8 H 1'2„8-1 F 1'2"8 I{ 1'2„8, 1� 2"8 1'2"8� 18� 1�-I 4"4 1 A B C D E F G H I J K L M AB T 3-8 - u . ( N v - 1 ------------------ �� * .> / j 1 p 10'1112 Z Y X W V U T S R Q P 1112XA 1112Y(21/44 I- 15'6"4 1 I- 15'6"4 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 O' 108 /- /- /- /- /186 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 AA Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 M - - Bearing AA Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.001 M - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.190 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-8 0 0 G-H 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 B-C 0 0 H-I 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 I-J 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 J-K 0 0 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 E-F 0 0 K-L 0 0 Lumber Additional Notes F-G 0 0 L-M 0 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 1-4-0. Webs 4x2 SP#3 AA-Z 0 0 U-T 0 0 Lumber value set"13B"uses design values Z-Y 0 0 T-S 0 0 approved 1/30/2013 by ALSC Y-X 0 0 S-R 0 0 X-W 0 0 R-Q 0 0 Bracing W-V 0 0 Q-P 0 0 Sheathing is required for any longitudinal(drag) V-U 0 0 P-0 0 0 forces.All connections to be designed by the building designer. Maximum Web Forces Per Ply(Ibs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes AB-AA 0 -9 M-O 0 -6 All plates are 1X3 except as noted. A-AA 0 -56 O-N 0 -8 Purlins Maximum Gable Forces Per Ply(Ibs) In lieu of structural panels or rigid ceiling use puffins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) B-Z 0 -146 H-T 0 -133 TC 24 0.12 15.15 C-Y 0 -131 I-S 0 -134 BC 120 0.12 15.15 D-X 0 -134 J-R 0 -132 Apply purlins to any chords above or below fillers E-W 0 -133 K-Q 0 -139 at 24”OC unless shown otherwise above. F-V 0 -133 L-P 0 -107 G-U 0 -133 End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7116"Crown,2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2”length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 f,-.)7;', Michael G Kozlowski Jeffrey P Arneson Derek B Murray I E12133131331333 PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEAN:17429/T16/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: FGE05 • Wgt:33.6 lbs ... / ... 11/05/15 H1'3"4-I H 1'78 H H 178~I f 11"8 H A B C D E T y L _L Li t F "v 1 1 9 r q) 101"2 112X J 4 5 614 H 111214 F 5'6"4 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 K" 105 /- /- /- /- /66.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 E 999 240 K Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing K Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.035 A-B 0 0 C-D 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.030 B-C 0 0 D-E 0 0 C&C Dist a:NA ft FT!RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Chords Tens.Comp. Chords Tens. Comp. Lumber End Vertical Attachment K-J 0 0 I-H 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical J-I 0 0 H-G 0 0 To chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Maximum Web Forces Per Ply(lbs) ) Crown(minimum),1-1/2"length wire staples on each Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC L-K 0 -9 E-G 0 -44 A-K 0 -59 G-F 0 -9 Bracing Sheathing is required for any longitudinal(drag) Maximum Gable Forces Per Ply(lbs) forces.All connections to be designed by the building Gables Tens.Comp. Gables Tens. Comp. designer. Fasten rated sheathing to one face of this frame. B-J 0 -150 D-H 0 -131 C-I 0 -131 Plating Notes All plates are 1X3 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 5.15 BC 60 0.13 5.15 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X ' Michael G Kozlowski Jeffrey P Arneson Derek B Murray linEEEKIMI PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 ' SEQN:17248/199/HIP_ Wheaton5 Custom Qty: 2 FROM: DRW: HJ01 Wgt:51.8 lbs .. / ... 11/05/15 • 5'0"6 9'9"5 5'0"6 I 4'814 C 24'8"8 3.54 12 04X5 B fell :o 55X5A .! �" T o I • I)E■ ■,. ear F'- =4X5 �3X D II 2X4 4'8"14 4'10"6 • 4'8 14 9'7"45 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 E 999 240 F 345 /70 I- 1- 1- /7.0 BCLL: 0.00 Enclosure:Closed Lc:NA Cs:NA VERT(TL): 0.023 E 999 180 D 371 /59 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - C 89 /41 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.006 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.27 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.640 D Min Brg Width Req= - - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.526 C Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.382 Bearing F Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Lumber Additional Notes A-B 125 -570 B•C 27 -56 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 4-5-0. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 F-E 10 -1 E-D 532 -125 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ---(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) A-F 75 -329 E-B 117 0 TC-From 2 plf at 0.00 to 2 plf at 9.77 A-E 550 -120 B-D 145 -616 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- 55 lb Conc.Load at 1.46 TC- 166 lb Conc.Load at 4.29 TC- 276 lb Conc.Load at 7.12 BC- 30 lb Conc.Load at 1.46 BC- 90 lb Conc.Load at 4.29 BC- 150 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 115 0.00 9.61 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray • PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17252/T124/HIP_ Wheaton5 Custom Qty: 2 FROM: DRW: HJ02 • Wgt:54.6 lbs ... / ... 11/05/15 • 50.8 9'9"5 5.0^6 4'8'14 C f424'88 3.54 12 c te4X5 B •r� to $4X5A izni T to:1 O; ,ft 2o'r 112X4 E 1st Tr 4'814 =dXS $3X3 II 4'8"14 4'10"6 II I 4 8 14 I- 97"4 9"5 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P1 in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 E 999 240 F 345 /71 1- I- I- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 E 999 180 D 371 /60 I- 1- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - C 90 /41 I- I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.006 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.27 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.643 D Min Brg Width Req= BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.527 C Min Brg Width Req= Load Duration:1.25 P Bearing F Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.381 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Wind A-B 126 -570 B-C 27 -55 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Left cantilever is exposed to wind Chords Tens.Comp. Chords Tens. Comp. Got chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x6 SP#2: F-E 27 -3 E-D 531 -125 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-F 75 -328 E-B 118 0 TC-From 2 plf at 0.00 to 2 plf at 9.77 A-E 538 -119 B-D 145 -615 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- 55 lb Conc.Load at 1.46 TC- 166 lb Conc.Load at 4.29 TC- 276 lb Conc.Load at 7.12 BC- 30 lb Conc.Load at 1.46 BC- 90 lb Conc.Load at 4.29 BC- 150 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 115 0.00 9.61 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 4-5-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray Ifiarnaiii • PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEQN:17256/T69 I HIP_ Wheaton5 Custom Qty: 1 FROM: DRW: HJ03A • Wgt:22.4 lbs ... / ... 11/05/15 . B 3.54 �- vj 27'10"12 v Z1 3X4(61 A s ►� 25'7" ± ; C 7'0"2 I- 7'0"2 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 167 /38 /- /- /- /1.4 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 99 /- /4 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - B 102 /43 /- I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.023 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.15 ft Code 1 Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.801 C Min Brg Width Req= - - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.520 B Min Brg Width Req= Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 29 -31 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 2-7-4. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"136"uses design values A-C 0 0 approved 1/30/2013 by ALSC Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 7.01 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- 48 lb Conc.Load at 1.46 TC- 150 lb Conc.Load at 4.29 BC- 27 lb Conc.Load at 1.46 BC- 85 lb Conc.Load at 4.29 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.01 BC 75 0.06 7.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEISCIMMI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17260/T17/HIP_ Wheaton5 Custom Qty: 1 FROM: DRW: HJ05 • Wgt:42.0 lbs ... / ... 11/05/15 4'10"8 910"1 I 4'10.'8 I 4'11"8 D 12 13'5"2 3.54 p 2X4 C So ih 3X4 6 III3X8(5 1 • ar �„ (t)10'12 ►-a = 4X42„ 9'8"1 1 r 9,8„1 914", Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 B 999 240 A 333 198 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.063 B 999 180 E 344 178 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 B - - D 86 /50 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.028 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.623 E Min Brg Width Req= 7 D Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.45 Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.622 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 377 -716 C-D 26 50 B-C 294 -607 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 3-7-8. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 582 -270 F-E 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-F 288 -620 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 55 lb Conc.Load at 1.52 TC- 157 lb Conc.Load at 4.35 TC- 255 lb Conc.Load at 7.18 BC- 28 lb Conc.Load at 1.52 BC- 86 lb Conc.Load at 4.35 BC- 143 lb Conc.Load at 7.18 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.84 BC 118 0.00 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17264/T66/HIP_ Wheaton5 Custom Qty: 2 FROM: DRW: HJO7 • Wgt:25.2 lbs ... / ... 11/05/15 E 12 11 12'7"7 1112X4 4.62 L..---- T to - - 1112X4 C CO M o� 3X4 B % Ill HB 1'8" -IIt 11'5"2 N 1113X8(E5 H 3X3 F - T A IIS i I • • I �III2X4 10'1"2 J L 2'7"15 1112X4 1'1" 18" • 2'7"15 I 3'8"15 I 5'4"15 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.057 I 999 240 A 122 126 /- /- /- /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.126 I 516 180 F 41 /5 I- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 C - - E 81 /21 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.064 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.430 F Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.072 E Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.134 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Lumber Additional Notes A-B 50 -105 C-D 36 -93 B-C 31 -82 D-E 29 -9 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-9-13. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-J 50 -18 H-F 0 0 Lumber value set"13B"uses design values I-G 56 -20 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 5.41 C-I 32 -25 H-D 54 -2 BC-From 2 plf at 0.00 to 2 plf at 2.66 I-J 38 0 H-G 45 -11 BC-From 2 plf at 2.66 to 2 plf at 3.74 BC-From 2 plf at 3.74 to 2 plf at 5.41 TC- 160 lb Conc.Load at 2.69 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.41 BC 30 0.00 2.49 BC 15 2.49 3.74 BC 20 3.74 5.41 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 fP;;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:171821 T92/JACK Wheaton5 Custom Oty: 6 FROM: DRW: J02 - Wgt:11.2 lbs ... / ... 11/05/15 12 5 V B i X4q �� 23'0"15 N <V H 2'8"8 C� V I 20'7" 1112X4 1 C k 3' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeWCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.000 A 999 240 D 98 /55 /51 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 I- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 83 144 /32 I- 156 11.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.74 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.458 C Min Brg Width Req= Soffit: 2.00 P B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.053 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 79 -32 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. A-D 179 -83 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-9-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EBEIMEEDIEril PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:172611 T4/JACK Wheaton5 Custom Qty: 1 FROM: DRW: J03A • Wgt:16.8 lbs ... / ... 11/05/15 • B iiii12 2310"15 5 V to i-- 1112X4A 'in co T . M N HB4'8"8 11� '. r 20'7" ♦D 1114X5 C 5 51"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):-0.000 A 999 240 D 163 /95 /84 /- I- /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 138 /74 /53 /- 196 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.16 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 Maximum Top Chord Forces Per Ply(Ibs) psf Duration:1.25 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.392 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.055 A-B S8 -53 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 Chords Tens.Comp. Lumber D-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Webs Tens.Comp. Webs 2x4 SP#3 Lumber value set'13B'uses design values A-D 184 -138 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-7-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:171881 T122/JACK Wheaton5 Custom Qty:4 FROM: DRW: J05 • Wgt:6.3 lbs ... / ... 11/05/15 • 12 5 B 22'2"15 T P T to r..... 1112X4q = H B 6"8 i� ti ■ MEN 2O'7" 1112X4 D C rii 1 r H 1' H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.000 A 999 240 D 33 /15 /20 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 28 /15 /11 /- /18 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.33 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.042 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.013 Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.007 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 • A-B 26 -11 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#3 member design. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Bot chord 2x4 SP#3 Left cantilever is exposed to wind Webs 2x6 SP#2 D-C 0 0 Lumber value set"13B"uses design values Additional Notes approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 1-11-7. Webs Tens.Comp. Plating Notes A-D 55 28 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No Technology 77 is a fictitious name owned 4745 Sutton Park Court,by 402, Inc.,32224-904.821.5200 Corporation. Engineer epn Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:17214/T119/JACK Wheaton5 Custom Qty:4 FROM: DRW: J07 • Wgt:17.5 lbs ... / ... 11/05/15 • B iii12 23'10"15 T U Is — III 2X4A En ic� Ik l'-:- I HB 4'6"8 D '=' C r, 1114X5 F S' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R 1 U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 163 /94 188 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 138 /74 /53 /- /96 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.16 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 C Min Brg Width Req= Soffit: 2.00 P B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.023 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 88 -53 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x6 SP#2 0-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. A-D 184 -138 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-7-7. NOTES: 1 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ......, Michael G Kozlowski Jeffrey P Arneson Derek B Murray , ' PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:172181 T50/JACK Wheaton5 Custom Oly:6 FROM: DRW: J09 Wgt:4.2 lbs ... / ... 11/05/15 12 5 B..,, 3X4(8 1- 26'2"15 A = CO -..di " 25'7" C H H 1' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 36 /9 /16 /- /20 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 13 I- /5 I- /- /1.5 BCDL: 5.00 Risk Category:ll Snow Duration:NA HORZ(LL):-0.000 B B 24 /25 /10 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.33 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.038 C Min Brg Width Req= Soffit: 2.00 p B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.010 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 9 -27 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 10 0.08 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 EEEEMEM ABCC34 Ply:1 SEQN:17222/T13/JACK Wheaton5 Custom Qty: 6 FROM: DRW: J10 Wgt:9.8 lbs ... / ... 11/05/15 • 12 5 B �� 27'0"15 I-- 3X4(61 rn A ' 6"7 FM 11 25 7 ■ ►� c r 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LM Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 101 /36 /46 /- /63 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 43 /- /16 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - B 76 /71 /31 1- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL). 0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.75 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.242 C Min Brg Width Req= Load 2.00 p B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.124 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT!RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 29 -55 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.08 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer ewE , Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray Eniiiirni PE No.60839 PE No.58544 PE No.71457 • ABCC34 Ply:1 SEQN:17226/T49/JACK Wheaton5 Custom Qty: 3 FROM: DRW: J11 • Wgt:15.4 lbs ... / ... 11/05/15 • B 12 1 2T1O"15 5 ti CV 3X4(61 A 6;7 rdEMEIMIEMEIMMIIMIll y 257" ► � C 5' E I 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA A 166 /30 /76 /- /71 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 71 /- /27 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - B 126 /71 /52 1- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.010 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:27.16 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 C Min Brg Width Req= Soffit: ion0 P g B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.355 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 49 -86 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 58 0.08 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-7-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17230/T33/JACK Wheaton5 Custom Qty: 2 FROM: DRW: J12 • Wgt:7.0 lbs ... / ... 11/05/15 12 5 3X3 B� „ 10,1 1"9 II1A18(E5 In ‘11/ Ego/ . 7. CO _L =MN „ 10'1"2 ►� c \/ 1' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 33 /1 /15 /- /14 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - B 28 /20 /15 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min erg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.048 C Min Brg Width Req= Soffit: 2.00 B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.011 gearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.003 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 19 -49 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.136' A-C 1 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-1-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEDICEffi PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEAN:17234/T37/JACK Wheaton5 Custom Qty: 2 FROM: DRW: J14 • Wgt:18.2 lbs ... / ... 11/05/15 C 12 FA 12'7"9 5 to 3X48 = III3X8(E5 0 to Allow co : 10'1"2 ►� D 5' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 163 /29 /82 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 71 /- /29 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 B - - C 127 /76 /65 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.051 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.630 D Min Brg Width Req= Soffit: 2.00 P C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.348 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.188 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 338 -427 B-C 52 -72 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-9-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray EDIMIMI PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEQN:17238/T44/JACK Wheaton5 Custom Qty:4 FROM: DRW: J16 • Wgt:4.2 lbs ... / ... 11/05/15 • 12 3 L B 33`X4(61 , „ 10'6"13 T A MP 10r 1 rr2 6"3 111111.111 C MI/ 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 38 /8 /15 /- /9 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 12 /- /4 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C - - B 21 /12 /6 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.000 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.022 C Min Brg Width Req= Soffit: 2.00 P B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.009 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 5 -12 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-9-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEAN:17242/T45/EJAC Wheaton5 Custom Qty: 3 FROM: DRW: J18 • Wgt:15.4lbs ... / ... 11/05/15 12 3 L. B 4 11'6"13 CO 3X4(61) CD A T s 0 10'1"2 ► 110.- 11.111 C r .1° 5' i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def iCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl IJ# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 166 /45 /65 I- 144 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 69 /- /26 1- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - B 122 /63 /36 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.009 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 A Mm Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.548 C Min Brg Width Req= BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.336 B Min Brg Width Req= Load Duration:1.25 P Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to hl2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 29 -43 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"138"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEMMEMINI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:172461 T56/JACK Wheaton5 Custom Qty:4 FROM: DRW: J20 Wgt:25.9 lbs ... / ... 11/05/15 • D , _doe 12 �� 1 2'7"9 � T 5 I � 4X5 C ZNI I° N. �_� f_EO__.1 o, 3X4 B •Ir M:. , !: 1'6"8 N - III 3X8(E5 1112X4 ca : 1112X4 LE0_1 1_ 1 1112X4 2'5"8 I 3'5"8 I 1 5'8 I- i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.039 H 999 240 A 163 /29 /82 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 H 784 180 E 70 /19 /42 I- I- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 G - - D 98 /52 /51 I- I- 1 1.5 Des Id: 32.00 EXP:C HORZ(TL): 0.044 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.365 E Min Brg Width Req= Soffit: 2.00 P D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.419 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.288 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 64 -161 C-D 38 -54 Lumber B-C 22 -119 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bob chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 W2 2x6 SP#2: :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-I 93 -94 C-G 157 -151 Lumber value set"13B"uses design values H-F 152 -158 G-E 0 0 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. H-I 38 -5 G-F 14 0 Purlins H-C 60 -33 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 28 0.00 2.31 BC 31 2.35 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-9-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epn. Michael G Kozlowski Jeffrey P Arneson Derek B Murray - PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEQN:17274/132/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T02 Wgt:170.8 lbs ... / ... 11/05/15 4.6" 9' 157"8 273" 26'9" 317 I 4.6„ I 4'6" I 67-8 I 67"8 I- 4.6" -1 46" I irjr Irr..." e4 5 a4DX5 -5X7 E 12 T p ;3X8 B F3X8 co G 112X4 co u13X4�")A li.- • _ U 020.7., Y r � �,µ >a #11114X5 a5X7 =3x4 pq s4X5 N L K 4 J I m 5H j 18.4°12 j 12'10"4 j 9'1"12 610"4 74"12 3'10"4 9' F 9'1"12 I 16' I 18'4"12 I 22'3" I 31'3" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pl in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.018 C 999 240 M 524 /236 /236 /- 179 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.038 C 999 220 J 1250 1628 /487 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 H - - H 339 /125 /160 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.014 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.99 ft Code I Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.763 J Min Brg Width Req= 1.5 Soffit: 2.00 H Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.745 Bearings M,J,&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.536 C&C Dist a:3.13 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 A-B 62 -68 D-E 368 -108 Lumber B-C 273 -540 E-F 112 -163 Value Set:13B(Effective 6/1/2013) C-D 294 -453 F-G 56 -63 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC M-L 560 -256 J-I 100 -93 L-K 83 -42 I-H 302 -104 Plating Notes K-J 83 -42 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(Ibs) requirements. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-M 107 -116 J-E 307 -590 Purlins M-B 311 -651 E-I 266 -90 B-L 171 -139 I-F 245 -275 In lieu of structural panels or rigid ceiling use puffins C-L 108 -129 F-H 130 -338 to laterally brace chords as follows: L-D 492 -211 G-H 101 -106 Chord Spacing(in oc) Start(ft) End(ft) IC 24 0.00 31.25 D-J 480 -828 BC 75 0.00 31.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-3-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,inEIMEECIM PE No.60839 PE No 58544 PE No 71457 ABCC34 Ply:2 SEQN:17184/748/HIPM Wheaton5 Custom Qty: 1 FROM: DRW: T04 • Wgt:450.8 lbs ... / ... 11/05/15 7' I 137"10 I 19'3" ?0'1"8 267"6 I 33'3" I 7' 6'7"10 5'7"6 10" 6'5"14 6710 12 06X10 04X5 04X5 04X5 5 p B C D E 1112X4 F =-5x76 T T, an 1 r 6X6 A v T •i `i' . 10 _r� ? _.20'T 1 �O't -N•' -M .-L - K r J =-577 I 113x8H 7' 3' 3'4"2 6'9"6 3'1"8 3'7"14 6'4'2 1 7' I 10' I 13'4"2 I 20'11 I 23'3" I 26'1014 t- 33'3" • Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICS/Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.167 C 999 398 0 2785 /887 /- I- /- I- • BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.319 C 999 398 H 3299 /1057 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.052 B - - 0 Min Brg Width Req= - NCBCLL:10.00 Mean Height:23.58 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.7 psf 2.00 TCDL:4.2 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.555 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.376 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.969 Maximum Top Chord Forces Per Ply(Ibs) pa g: C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 767-2465 D-E 1015 -3262 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1011 -3279 E-F 1015 -3262 Lumber Plating Notes C-D 1015-3262 F-G 678 -2158 Value Set:13B(Effective 6/1/2013) Plates sized for a minimum of 4.00 sq.in./piece. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x6 SP SS Dense Ti: 2x4 SP#2: Purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 In lieu of structural panels or rigid ceiling use purlins O-N 38 -18 K-J 2241 -714 Lumber value set"13B"uses design values to laterally brace chords as follows: N-M 2250 -690 J-I 2241 -714 approved 1/30/2013 by ALSC Chord Spacing(in oc) Start(ft) End(ft) M-L 2250 -690 I-H 7 -2 TC 24 0.00 33.25 L-K 3310-1028 Nailnote BC 120 0.00 33.25 Apply purlins to any chords above or below fillers Nail Schedule:0.131"x3",min.nails at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Hangers/Ties Webs :1 Row @ 4"o.c. (J)Hanger Support Required,by others A-0 448-1372 E-K 224 -398 Use equal spacing between rows and stagger nails A-N 2242 -682 K-F 1199 -353 in each row to avoid splitting. Wind B-N 123 -61 F-1 486 -1145 B-L 1218 -379 I-G 2542 -799 Special Loads Wind loads and reactions based on MWFRS. L-C 250 -437 G-H 546 -1564 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right end vertical not exposed to wind pressure. C-K 16 -56 TC-From 55 plf at 0.00 to 55 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 19.25 Additional Notes TC-From 28 plf at 19.25 to 28 plf at 26.24 The overall height of this truss excluding overhang is TC-From 55 plf at 26.24 to 55 plf at 33.25 4-5-7 BC-From 10 plf at 0.00 to 10 plf at 7.06 BC-From 5 plf at 7.06 to 5 plf at 10.00 BC-From 5 plf at 10.00 to 5 plf at 23.25 BC-From 5 plf at 23.25 to 5 plf at 26.24 BC-From 10 plf at 26.24 to 10 plf at 33.25 TC- 193 lb Conc.Load at 7.01,9.06,11.06,13.06 15.06,16.62,18.19,20 19,22.19,24.19,26.19,28.19 30.19,32.19 BC- 476 lb Conc.Load at 7.01 BC- 105 lb Conc.Load at 9.06,11.06,13.06,15.06 16.62,18.19,20.19,22.19,24.19,26.19,28.19,30.19 32.19 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray , PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEQN:17389/T7/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T06 Wgt:175.0 lbs ... / ... 11/05/15 5'6" 11' 155'2 19'10'4 26'4"14 33'3" I 5'6" I 5'6" I 4.5"2 I 4'5"2 I 6'6"10 I 6'102 s X5 .40 X5 iv -{ 12 r it r 5 p ;3X8 B F%4X5/\ • t` i ti 70 RI3X4( )A (a) -.}�, G=4X5(62) ,.'. s 2o'r .., 8 18 =.X8 m6X: aiX'8 1129X4 83 M L K J I H 10' 11'1"1 8'6"12 3'6"8 3'3"10 6'8"6 1 10 It 1'1"2 198"8 I 23'3" I 26'6"10 I 331" 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.160 J 999 397 M 1137 /348 /444 /- /128 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.299 J 999 397 G 1136 /348 /471 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.066 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.123 H - - M Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.91 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.743 Bearing G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.983 Spacing: " MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.492 Maximum Top Chord Forces Per Ply(Ibs) Pa 9 24.0 C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 79 -95 D-E 866 -1645 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 807 -1703 E-F 870 -1843 Lumber Loading C-D 795-1522 F-G 1001 -2275 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 chord live load in areas with 42"-high x 24"-wide Bot chord 2x4 SP M-30:B3 2x4 SP#2: clearance. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Additional Notes M-L 1519 -647 J-I 2027 -857 Lumber value set"13B"uses design values L-K 1519 -647 I-H 2027 -857 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is K-J 1662 -630 H-G 2027 -855 6-1-7. Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-M 130 -144 D-J 177 -202 Plating Notes M-B 813-1755 J-E 362 -123 (")1 plate(s)require special positioning.Refer to . B-K 152 -73 J-F 275 -462 scaled plate plot details for special positioning C-K 358 -127 F-H 173 -6 requirements. K-D 163 -283 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 92 0.00 33.17 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CIENTEIMil PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17288/1109/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: 108 • Wgt:162.4 lbs ... / ... 11/05/15 7'10"5 9'2"2II 15' 1 ' "2 24'0"9 ' 333" 7'10"5 11'3"13 5'9"14 8'7'7 927 D s6X6 12 ft 5 �3X8C 3H0510 84X5 B �� E o f-- =5X5 A 1 .a — .. .—= . Fs4X4(62) a 1)207" I s4, s _ • 4.1r s X; L K J I H G 1 7'6"13 2'5"3 13'3" 1'1"1 8'10"15 1 7'6"13 I 10' I 23'3" '24'4'"1 33'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.148 E 999 397 L 1081 /333 /429 I- /164 I- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.287 E 999 397 F 1086 /335 /450 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.099 G - - L Min Brg Width Req= - NCBCLL:10.00 Mean Height:24.75 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.962 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.975 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.637 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 737-1702 D-E 676 -1409 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 666-1394 E-F 893 -2113 Lumber Additional Notes C-D 687 -1365 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 7-9-7. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 L-K 179 -143 I-H 1863 -724 Lumber value set"13B"uses design values K-J 1515 -562 H-G 1863 -724 approved 1/30/2013 by ALSC J-I 1515 -562 G-F 1864 -723 Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-L 512-1046 I-E 397 -751 Plating Notes A-K 1458 -570 D-I 573 -235 Plates sized for a minimum of 4.00 sq.in./piece. K-B 145 -158 E-G 264 0 B-I 236 -430 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 90 0.00 33.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17286/T24/SPEC Wheaton5 Custom Oty: 1 FROM: DRW: T10 Wgt:190.4 lbs ... I ... 11/05/15 3'10 9'11"2 16'0"4 24•0"14 6T'3 33'3" I 3.10" I 6.1'7 I 6'1'7 I 8'0"10 "5 8'8"12 12 5 112X4 D B=5X5 C 6X8 !1 9 ! r2X4A g8 c (a) (a) F 4X5(..) m F-.. r II .! (a) 4X82) r U : _020'7" w6 0 s4X5 s■3x8 r2X4 ) L 113X8 B t K J I H 10 6•0"4 7712 1'4"10_ 8'T'6 1 10 I 16'0"4 I 23'3" I24'7"1b 333" • Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.151 F 999 397 L 1295 /379 /427 /- 1 200 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.269 F 999 397 G 1155 /329 /506 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.096 B - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.71 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.836 Bearings L&G Fcperp=565psi. Soffit 2.00 P 9 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.988 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.747 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 55 -41 D-E 716 -1607 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 616-1230 E-F 688 -1617 Lumber Wind C-D 616-1230 F-G 918 -2290 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30:B1 2x4 SP M-31: Left end vertical not exposed to wind pressure. Webs 2x4 SP#3 L-K 552 -33 I-H 2027 -764 Lumber value set"13B"uses design values Additional Notes K-J 1404 -420 H-G 2028 -763 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is J-I 2027 -764 7-8-10. Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-L 107 -105 K-D 187 -326 Plating Notes L-B 568-1203 D-J 408 -125 (")1 plate(s)require special positioning.Refer to B-K 1067 -422 J-F 388 -717 scaled plate plot details for special positioning C-K 258 -387 F-H 261 0 requirements. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 118 0.00 33.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray IDECEMZEI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:172841 T20/SPEC Wheaton5 Custom Qty: 1 FROM: DRW: T12 Wgt:190.4 lbs ... / ... 11/05/15 1'3"8, 68"12 9'11" 18'6"12 24'0"14 125'9'21 33'3" { 11'3 7'3"4 11'4'6 8'7'10 I 562 1'64 7'5"14 12 5 p 3X8 MI 2X4 B=5X5 T2 C D a6X8E 112X4 us 0 111j ! T8 4X5(B2) II 81 ' 0 a4X5 =E�)18 112X4 M 113X8 mL K J I 10' 8'6"12 4'5'4 2'10"14 7'4"2 I 1E I 18'6"12 I 23' I 25'10"14 I 33'3" i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.168 G 999 397 M 1277 /436 /432 /- /171 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.300 G 999 397 H 1162 /289 /505 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.062 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.110 I - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.18 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 psf 2.00 TCDL:4.2 sf Bldg Code: FBC 2014 RES Max IC CSI: 0.964 Bearings M&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.898 Maximum Top Chord Forces Per Ply(Ibs)C&C Dist a:3.32 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 17 -13 E-F 784 -1793 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 668-1423 F-G 765 -1830 668 Lumber Additional Notes D-E 66'8- G-H 934 -2325 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2:T2 2x4 SP M-30: 6-7-14. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2:B1 2x4 SP M-31: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values M-L 225 -6 J-I 2067 -790 approved 1/30/2013 by ALSC L-K 1620 -521 I-H 2068 -788 K-J 2067 -790 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-M 33 -34 L-E 153 -395 Plates sized for a minimum of 4.00 sq.in./piece. M-B 571 -1132 E-K 411 -86 B-L 1487 -652 K-G 303 -541 Purlins D-L 369 -547 G-I 197 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 100 0.00 33.17 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray i PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17342/T68/SPEC Wheaton5 Custom Qty: 1 FROM: DRW: T14 • Wgt:249.9 lbs ... / ... 11/05/15 510"4 7' 117"4 17' 22'3"4 26'1112 27702 375' 3' " 5'10"4 11'1„12 4'7"4 I 5,4"12 I 53"4 4'8'8 18"I 51"4 6' 1113X300 A- - =6X8 C 3X4 =-4X10 FEirDT26„9 I =4X5 24X8(")8X8 T4=8X1 6 =too (a) ■ �� z TI Na) Tip, I( 1(a) (a) (a) I (a) I � 1 1 ear I - - c lt4X10 =H0510( =H110 =6X10 =413(5 8X12 S R Q P O N M L IIHO510 III H0310 5412 4'74 1•4" 5'8" 574 I9"q 4'9" 51"8 i 54^12 I 10' I11'4"I 17' I 277"4 13'41'8 28'1'8 I 33'3" i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Cc:NA VERT(LL): 0.330 0 999 398 S 2653 /884 /- /- /15 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.653 0 610 398 K 4510 /1242 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(TL): 0.085 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL): 0.169 A - - S Min Brg Width Req= 2.7 NCBCLL:10.00 Mean Height:25.86 ft Code!Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 4.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.653 Bearings S&K Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.951 Spacing: " MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.959 Maximum Top Chord Forces Per Ply(Ibs) Pa 9:24.0 C&C Dist a:3.32 ft FT/RT:30(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 929-2665 E-G 2515 -7695 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 1689-5036 G-H 2182 -6958 Lumber Plating Notes C-D 1689-5036 H-I 2182 -6958 D-F 213 -617 I-J 1300 -4392 Value Set:13B(Effective 6/1/2013) (")2 plate(s)require special positioning.Refer to Top chord 2x4 SP M-31 scaled plate plot details for special positioning p requirements. Maximum Bot Chord Forces Per Ply(Ibs) :T3.T4 2x6 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense Plates sized for a minimum of 4.00 sq.in./piece. Webs 2x4 SP#2:W13 2x4 SP M-30: S-R 34 0 0-N 7085 -2146 Lumber value set"13B"uses design values Purlins R-Q 2803 -894 N-M 4632 -1289 approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins 0-P 2803 -894 M-L 4632 -1289 to laterally brace chords as follows: P-0 7640-2413 L-K 42 0 Bracing Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 (a)Continuous lateral restraint equally spaced on BC 64 0.00 33.25 Maximum Web Forces Per Ply(Ibs) member. Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Special Loads at 24"OC unless shown otherwise above. A-S 895-2625 E-0 1593 -455 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The TC of this truss shall be braced with attached A-R 3652-1204 0-G 778 -367 -TC-From 54 plf at 0.00 to 54 plf at 7.00 spans at 24"OC in lieu of structural sheathing. R-B 864-2441 G-N 740 -1978 TC-From 54 plf at 7.00 to 54 plf at 17.00 B-P 3060 -976 N-I 3107 -1082 Wind TC-From 4 plf at 17.00 to 4 plf at 27.00 P-D 181 0 1-L 1127 -3751 TC-From 4 plf at 27.00 to 4 plf at 33.25 Wind loads and reactions based on MWFRS. p-E 1043-3460 L-J 5798 -1661 BC-From 10 plf at 0.00 to 10 plf at 10.00 End verticals exposed to wind pressure.Deflection D-E 1484-4436 J-K 1251 -4473 BC-From 10 plf at 10.0010 10 plf at 23.25 meets U240 criteria for brittle and flexible wall E-F 73 -140 BC-From 10 plf at 23.25 to 10 plf at 33.25 coverings. TC- 167 lb Conc.Load at 17.04 TC- 35 lb Conc.Load at 18.15 Camber TC- 100 lb Conc.Load at 20.15 TC- 882 lb Conc.Load at 22.06 Max JT VERT DEFL:LL:0.33"DL:0.33".See detail TC- 442 lb Conc.Load at 24.06,26.06,28.06,30.06 DEFLCAMB1014 for camber recommendations. 30.52,32.52 Roofs incorporating this truss require consideration BC-2013 lb Conc.Load at 17.06 for ponding design by Building Designer. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 5-6-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 fAfP:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray MELECIEEM PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17338/T8/FLAT Wheaton5 Custom Qty: 1 FROM: DRW: T16 • Wgt:99.4 lbs ... / ... 11/05/15 5'10"5 7' 11'3"7 17 { 5'10"5 11'1"111 4'3"7 I 58"9 =3X4 5X7 =4X5 III 2pX4 =5X5 E A B C III ED 11 ■ r- in c m A (f,20,7„ � X8 =Fi 4 =60X8 1113 `f 8 ) J III 3X8 5�7��5 4'5"11 1'3"7 5'8"9 575 I 10' I 11'3"7I 17' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSI') Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.058 D 999 240 J 1704 /593 I- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.109 D 999 204 F 1449 /488 I- I- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.028 A - - J Min Brg Width Req= 2.0 NCBCLL:10.00 Mean Height:25.04 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.815 Bearing J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.973 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.771 Maxim Tens.Comp.To Chord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 548-1622 C-D 527 -1584 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 527 -1584 D-E 527 -1584 Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 Wind Bot chord 2x4 SP M-30 J-I 0 0 H-G 1680 -584 Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. I-H 1680 -584 G-F 0 0 Lumber value set"13B"uses design values End verticals not exposed to wind pressure. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads Truss must be installed as shown with top chord up. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is A-J 628-1566 G-D 425 -726 TC-From 54 plf at 0.00 to 54 plf at 7.00 4-5-7 A-I 2025 -684 G-E 1960 -652 TC-From 27 plf at 7.00 to 27 plf at 17.00 I-B 510 -833 E-F 509 -1360 BC-From 10 pIt at 0.00 to 10 plf at 7.01 B-G 71 -121 BC-From 5 plf at 7.01 to 5 plf at 10.00 BC-From 5 plf at 10.00 to 5 plf at 17.00 TC- 193 lb Conc.Load at 1.06,3.06,5.06,7.06 9.06,11.06,13.06,15.06 BC- 105 lb Conc.Load at 1.06,3.06,5.06,7.06 9.06,11.06,13.06,15.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 17.00 BC 111 0.00 17.00 Apply puriins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:172981 T118/COMN Wheaton5 Custom City: 1 FROM: DRW: T18 • Wgt:106.4 lbs ... I ... 11/05/15 41112 91r0 141r4 1911' 4'11'12 I 41112 I 4'1192 I 4.1192 C 4x4 I 12 5 p 03X8 6 D 3x8 a to 113X4(")A E 112X4 T t- io 1 ■ (020'7• _L =�X; `Y HI 114X5 C' I14X5 F 41 ts'7- lI 911"8 911"8 I 911.8 I 1911" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.030 G 999 240 H 649 /193 /260 /- /85 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 G 999 238 F 649 /193 /260 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.029 F - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.19 ft Code 1 Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.282 Bearings H&F Fcperp=565psi. Soffit: 2.00 P g Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.856 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.595 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 69 -79 C-D 396 -746 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 396 -746 D-E 69 -79 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:136(Effective 611!2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 H-G 754 -349 G-F 754 -349 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-H 117 -126 G-D 167 -192 (•*)1 plate(s)require special positioning.Refer to H-B 417 -867 D-F 417 -867 scaled plate plot details for special positioning B-G 167 -192 E-F 117 -126 requirements. C-G 328 -110 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 19.92 BC 120 0.00 19.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 5-8-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ep E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray InECECEMICi PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17302/T120/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T20 - Wgt:103.6 lbs ... / ... 11/05/15 7' I 12'11" I 19'11" 7' 5'1 1" 7' =5X5 B=6X8 T2 C 12 5 p ill in D 1118X8 ° m 6X8 A T r• i�W7 io -:W1 1 I 1 1 1 1)20'7" 115X7 wHO310 G w8 8 1 IIl3X8 Ill3X8E ii 197" II 7' 3' 2'9"4 71"12 7' I 10' I 12,9"4 I 19'11„ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.090 F 999 240 I 1609 /540 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.173 F 999 238 E 1609 /540 /- I- /- 13.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.030 D - - I Min Brg Width Req= 1.9 NCBCLL:10.00 Mean Height:23.29 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.783 Bearings I&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.969 MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.881 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 860-2676 C-D 865 -2684 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 750-2423 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2:T2 2x4 SP M-30: Left and right cantilevers are exposed to wind Bot chord 2x4 SP M-30 I-H 131 -67 G-F 2407 -751 Webs 2x4 SP#3:Wt,W7 2x6 SP#2: Additional Notes H-G 2407 -751 F-E 137 -68 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 4-5-7. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-I 555-1580 F-C 239 0 TC-From 55 plf at 0.00 to 55 plf at 7.00 A-H 2311 -694 F-D 2312 -697 TC-From 28 plf at 7.00 to 28 plf at 12.92 B-H 224 0 D-E 555 -1576 TC-From 55 plf at 12.92 to 55 plf at 19.92 B-F 20 0 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 10.00 BC-From 5 pit at 10.00 to 5 plf at 12.91 BC-From 10 plf at 12.91 to 10 plf at 19.92 TC- 283 lb Conc.Load at 7.01,12.91 TC- 193 lb Conc.Load at 9.06,10.85 BC- 476 lb Conc.Load at 7.01,12.91 BC- 105 lb Conc.Load at 9.06,10.85 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IC 24 0.00 19.92 BC 98 0.00 19.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer fAT7E , Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray EilIMMEIEri PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:173061 T51 COMN Wheaton5 Custom Qty:6 FROM: DRW: T22 • Wgt:46.2 lbs ... / ... 11/05/15 . 6'9^8 137" 1- 6,9„8 I 6'9"8 B 1114X5 12 - 5 V si r` v Co =3 A(B1 C-3X4(82) -r J 1. 25,7" 111?3(4 ? 69"8 68_I 9 A- 6,9„8 13,7„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.014 D 999 240 A 443 /112 /179 /- /55 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 D 999 180 C 442 /111 /178 /- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.014 D - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:27.54 ft Code!Misc Criteria Creep Factor.1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.501 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.428 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.084 Maximum Top Chord Forces Per Ply(ibs)C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 379 -675 B-C 379 -675 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 A-D 562 -264 D-C 562 -264 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSO B-D 220 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.58 BC 120 0.08 13.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-4-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,liEEMCIEW PE No.60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEAN:17310/T53/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T24 Wgt:56.0 lbs ... / ... 11/05/15 5' 87„ 137" 5' 3'7" 5' 1114X5 12 B=5X7 C 5 V Om ti i--- iN °4XA 4(B2 11.111 p=4X4(62) It_ 6;7 • � - 25.7„ 111X4 ° C5 I: `I' 5'1"12 3'1"12 5'3"8 r 5'112 I 8'3"8 I 13'7" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.076 E 999 240 A 883 /393 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.145 E 999 180 D 883 /393 /- I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 E - - Wind reactions based on MWFRS Des Id: 32.00 EXP:C HORZ(TL):0.063 E - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:26.88 ft Code l Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.577 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.994 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.074 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 737-1705 C-D 739 -1704 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 633-1535 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Additional Notes Bot chord 2x4 SP#2 A-F 1511 -638 E-D 1511 -639 Webs 2x4 SP#3 The overall height of this truss excluding overhang is F-E 1523 -635 Lumber value set"13B"uses design values 2-7-7. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-F 185 0 E-C 194 0 TC-From 55 plf at 0.00 to 55 plf at 5.00 B-E 14 0 TC-From 28 plf at 5.00 to 28 plf at 8.58 TC-From 55 plf at 8.58 to 55 plf at 13.58 BC-From 10 plf at 0.00 to 10 plf at 5.03 BC-From 5 plf at 5.03 to 5 plf at 8.55 BC-From 10 plf at 8.55 to 10 plf at 13.58 TC- 230 lb Conc.Load at 5.03,8.55 TC- 126 lb Conc.Load at 6.79 BC- 170 lb Conc.Load at 5.03,8.55 BC- 71 lb Conc.Load at 6.79 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Stan(ft) End(ft) TC 24 0.00 13.58 BC 85 0.08 13.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eP E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17314/T71/COMN Wheaton5 Custom Qty: 1 FROM: DRW: T26 Wgt:77.0 lbs ... / ... 11/05/15 I' 7' 1 7'11"I 14'4" .I 7' 11" 6,5„ 1114X5 (/14X5 E F 5 2 111� 03X8 D G=6X8(++) 1112X4 C �. rr tam 1112X4 I _ i� 1 1114X4 =4X5 =4X5 T 113X8(E5)A Email Q P 0 M • L'a11 W8 W9 '1 i S R 111 (4 K L==r 10'1"2 1112X4 T X4 -1113X4-- ry=3X4 1114X5 L 2'5"8 1' 3'6"8 11" 3'6"8 1. 11(112X4 I- 2'5"8 I-3'5"81 7' 1 7'11"I 11'5"8 1 12'5"8 1'1013 • I 14,4" "I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.195 D 881 240 A 467 /144 /207 /- /66 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.380 D 452 180 J 467 /144 /201 I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.185 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.359 J - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.402 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.811 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft FTIRT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 323 -674 E-F 464 -865 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 321 -639 F-G 469 -955 Lumber Additional Notes D_E 533 -959 H_H 442 -518 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 3-7-15. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1,W 8 2x4 SP#2: :W2,W7 2x6 SP#2::W9 2x8 SP#2: A-T 536 -251 0-M 1742 -810 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' S-R 978 -454 N-K 776 -364 Lumber value set"13B"uses design values 0-P 2081 -969 L-J 402 -190 approved 1/30/2013 by ALSC P-0 865 -343 Plating Notes Maximum Web Forces Per Ply(Ibs) (++)-This plate works for both joints covered. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-S 48 _50 O-G 475 -886 Purlins S-T 25 -31 G-M 89 -139 Q-R 209 -101 M-N 107 -50 0- In lieu of structural panels or rigid ceiling use puffins D 65 _01 M-L 47 -50 to laterally brace chords as follows: D-D P 632_1292 K-L 36 -83 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 E-P 205 -96 I-J 208 -383 BC 28 0.00 2.29 F-0 172 -80 BC 11 2.29 3.23 BC 91 3.33 11.59 BC 11 11.69 12.60 BC 21 12.60 14.33 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:17318/T60/COMN Wheaton5 Custom Qty: 1 FROM: DRW: T28 Wgt:86.8 lbs ... / ... 11/05/15 . 7'6"14 14,4„ 76'14 I 6'9"2 E=6X8 F 12 11 1 5 p 3X8 D o El , M 03x46 . ' ' 4 5 +1's DIW6� =5X5 H 1113X8((EE5)A, �� O -N 1 L Q 1i I 3X3 815 :� : Q e-P 1 M J ff 101"2 R X4 -1113X4 K III45 2'5"8 1' 4'1"6 3'10"10 1' .j 1 75"8 i 3'5"8I 7,6"14 I 11'5"8 1 12'5" 1'10"8 • 14'4" •Maximum Reactions Ibs Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deft/CSI Criteria ( ) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U I Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.173 D 994 240 A 467 181 /232 /- /81 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.337 D 510 180 G 467 /141 /204 /- 1- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.115 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.223 I - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.556 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.974 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.799 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 246 -670 D-E 430 -909 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 243 -635 E-F 9 -27 Lumber Additional Notes C-D 501 -1041 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 3 10-12. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x4 SP#2: A-R 531 -308 M-J 2 -18 :W2,W62x6SP#2: Q-P 968 -561 L-I 837 -454 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' O-N 2050-1193 K-G 0 -18 Lumber value set"13B"uses design values N-L 824 -452 I-H 831 -447 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. C-Q 60 -54 E-H 465 -838 Q-R 29 -30 M-L 12 0 Purlins O-P 212 -130 J-K 17 -1 O-D 62 -78 I-J 45 0 In lieu of structural panels or rigid ceiling use purlins D-N 747-1278 H-G 266 460 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) E-N 291 -39 H-F 120 -168 TC 24 0.00 14.33 BC 28 0.00 2.29 BC 11 2.29 3.23 BC 95 3.33 14.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ,1/12110:11:333 PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17322/T40/COMN Wheaton5 Custom Qty: 1 FROM: DRW: T30 Wgt:95.9 lbs ... / ... 11/05/15 • 11'6"14 I 14'4" { 11'6"14 75"2 E=6X8 F dm 5 12 iD a6X12(++ D n N 83X46 § ,0 it`:� I13X8(E5)A I� ll�w0 =4X P)M�L•1�I H IIlt1�J N. =3X3 ajj, •�0p 1 N Jii i m10'1"2 R X4 3X3 K 14X5 �{/ 75"8 1' 8' 1 I G 1 75"8 13'5"8I 11'5"8 1 175"I 1'10 18 • I 14,4„ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pt in PSF) D @Fl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl u# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.267 D 644 240 A 467 /55 /240 /- /124 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.519 D 331 180 G 467 /126 /236 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.164 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.319 I - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.802 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.798 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 204 -715 D-E 140 -464 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 203 -680 E-F 0 -6 Lumber Hangers l Ties C-D 496-1132 Value Set:13B(Effective 6/1/2013) (J)Hanger Support Required,by others Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Wind Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3:W1 2x4 SP M-30: Wind loads based on MWFRS with additional C&C A-R 584 -343 M-L 356 -202 :W2 2x8 SP#2::W4 2x6 SP#2: member design. Q-P 1093 -636 L-I 380 -199 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Right end vertical not exposed to wind pressure. 0-M 2402-1348 K-G 0 -20 Lumber value set"13B"uses design values N-J 0 -49 I-H 365 -202 approved 1/30/2013 by ALSC Additional Notes The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) Bracing 5-6-12. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. C-Q 34 -16 E-M 320 -26 Q-R 32 -39 E-H 345 -602 Plating Notes 0-P 233 -151 J-K 35 0 All plates are 2X4 except as noted. 0-D 177 -227 I-J 51 0 (++)-This plate works for both joints covered. D-M 1175-2050 H-G 280 -462 N-L 32 0 H-F 36 -30 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 BC 28 0.00 2.29 BC 10 2.29 3.16 BC 88 3.29 14.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17326/T23/MONO Wheaton5 Custom Qty: 3 FROM: DRW: T32 • Wgt:74.2 lbs ... / ... 11/05/15 • I T3"12 I 14'4" ) 7'3"12 7'0'4 5 12 84X5 C j'► Or') ro 03X4 6 II3X8(E5)A , 1 :� F; 101"2 _=- it X4 Ip4X r2" ) 72" 1 1 7'2" 14'4" Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria AMaximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.055 B 999 240 A 467 /40 /238 /- /154 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.107 B 999 180 E 467 /112 /266 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.055 B - - A Min Brg Width Req= 1.5 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= Soffit 10.00 9 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.850 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.528 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.765 Maxim Tens.Comp.To Chord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 364 -937 C-D 58 -92 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 138 -690 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-F 595 -296 F-E 592 -297 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC F-C 250 0 D-E 139 -151 Plating Notes C-E 330 -660 Plates sized for a minimum of 4.00 sq.in.Ipiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 BC 120 0.00 14.33 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 6-8-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 • ABCC34 Ply:1 SEQN:173301 T59/SPEC Wheaton5 Custom Qty: 3 FROM: DRW: T33 • Wgt:56.0 lbs ... / ... 11/05/15 • ` 55"12 10'8"I "I 5'5"12 5'7'4 112X4 D _ i 12 5 p 104X5 C v En 3X4 8 °T a� � it j? •� i Ijlj 101"2 - _ FF 114X55 la2X4 5'4" 5,4„ 1 1 5'4" 10'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.024 B 999 240 A 348 /29 /177 I- /114 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.047 B 999 180 E 348 /84 /199 I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.023 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.439 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.298 Maximum T Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.304 Maximum Top o Chord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 219 -596 C-D 43 -68 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 112 -483 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 A-F 420 -237 F-E 417 -237 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/3012013 by ALSO F-C 183 0 E-D 120 -112 Plating Notes C-E 267 -469 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 10.67 BC 120 0.00 10.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-2-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray IffinaiCIELI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17362/T73/MONO Wheaton5 Custom Qty:2 FROM: DRW: T34D • Wgt:50.4 lbs ... / ... 11/05/15 • 6'0"11 10'5"8 6'0"11 I 4'413 1112X4 _ I 12 5 '42X4 C i n rn 04X4 B 1114X8(E5 • T =■ f I1 1ry1"2 II4X5 E 10'5"8 • A' 10'5"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 B 999 240 A 341 /956 /989 /- /123 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.122 B 999 180 E 341 /150 /209 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.076 B - - A Min Brg Width Req= 1.5 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 E Min Brg Width Req= Soffit: 10.00 9 Bearing A Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.861 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.969 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI: 0.852 Maximum Tens.Comp.To Chord Chords Ty(I Comp. C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 2318-2308 C-D 973 -1006 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1954-1972 Lumber Loading Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply(Ibs) 2135#( 204.14 plf)along top chord,from either Chords Tens.Comp. Bot Top chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and Webs chord 2x4 SP M-31 A-E 1977-2060 Webs 2x4 SP#3 connections are to be designed by Engineer of Record. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 2135 204.14 TC 0.00 10.46 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values 2135 204.14 BC 0.00 10.46 Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Case 2: 2135 204.14 TC 0.00 10.46 2135 204.14 BC 0.00 10.46 C-E 276 -389 D-E 101 -80 Plating Notes Case 3: 2135 204.14 TC 0.00 10.46 Plates sized for a minimum of 4.00 sq.in./piece. 2135 204.14 BC 0.00 10.46 Case 4: 2135 204.14 TC 0.00 10.46 Purlins 2135 204.14 BC 0.00 10.46 In lieu of structural panels or rigid ceiling use puffins Drag Load for wind only. to laterally brace chords as follows: Additional Notes Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 10.46 Negative reaction(s)of-956#MAX.(See Max BC 63 0.00 10.46 Reactions table above)Requires uplift connection. Apply puffins to any chords above or below fillers The overall height of this truss excluding overhang is at 24"OC unless shown otherwise above. 5-1-3. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No 60839 PE No 58544 PE No.71457 ABCC34 Ply:1 SEAN:17360/126/SPEC Wheaton5 Custom Qty: 1 FROM: DRW: T35D Wgt:93.8 lbs ... / ... 11/05/15 6,6„ 10'5"8 I 14'8" 20'11" [- 6,6„ �- 3,11„9 4,2„7 6'3" D--4X4 - 12 5 p 2X4 C E•2X4 .4 4.4 NI- •- Zn 3X4 B F 3X4 III3X8(E5)A 'G1113X8(E5) TT • 1 I 1 0 10'1"2 _ =6X8 H 10'5"8 I 10'5"8 I- 10'5"8 20'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.096 B 999 251 A 682 /596 /643 /- /110 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 B 999 251 G 682 /596 /643 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.065 F - - A Min Brg Width Req= 1.5 S Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 10.00 9 Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.513 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.951 Maximum T Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:No Max Web CSI:0.596 Maximum Top o Chord Chords Ty(I Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 1435-1638 D-E 615 -895 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 1247-1324 E-F 1211 -1283 C-D 621 -894 E.G 1390 -1585 Lumber Loading Value Set:13B(Effective 611/2013) Truss transfers a maximum horizontal load of Maximum B Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 2415#( 115.46 plf)along top chord,from either Maximum Bot o hor Chords Per Tens. Comp. P direction,to supports where indicated.Diaphragm and Bats chord x SP#3 SP#2 connections are to be designed by Engineer of Record. Webs 2x4 SP#3 Loads:Force(#) (PLF) Mbr Start End A-H 1584 -1396 H-G 1328 -1234 Drag :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Case Loads: 1: 2415 115.46 Mb Dart End :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 2415 237.54 BC 0.00 10.17 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Case 2: 2415 115.46 TC 0.00 20.92 Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC 2415 237.54 BC 0.00 10.17 Case 3: 2415 115.46 TC 0.00 20.92 C-H 217 -335 H-E 217 -336 Plating Notes 2415' 237.54 BC 0.00 10.17 H-D 473 -185 Plates sized for a minimum of 4.00 sq.in./piece. Case 4: 2415 115.46 TC 0.00 20.92 2415 237.54 BC 0.00 10.17 Purlins Drag Load for wind only. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 20.92 BC 51 0.00 20.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Negative reaction(s)of-596#MAX.(See Max Reactions table above)Requires uplift connection. The overall height of this truss excluding overhang is 5-1-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEIMEIEIMI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17374/T3/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T37 Wgt:96.6 lbs ... / ... 11/05/15 7' 13'11"1 ` 20'11" 7' 6'11"1 6'11"15 =5X5 12 Cm 6X8 D T 5L la 0 (a) r bi 3X4 6 E'-'13X4 4X8(82) . 1r F 1114X8(E5) -1= ._. 1113X8 =H01510 wG 5 8 I 2 7'1"12 2104 3'7"9 737 k 7,1"12 I 37 10' I 13'7"9 I 20'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.118 I 999 248 A 1779 /576 /- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.227 I 999 248 F 1246 /403 I- I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.069 G - - A Min Brg Width Req= 1.8 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 10.00 9 Bearings A&F Fcperp=565psi. Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.788 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.516 Maxim Tens.Comp.To Chord Chords Tens. Comp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 1204 -3665 D-E 805 -2455 Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.02F1.1028.19 B-C 1183-3620 E-F 825 -2495 C-D 725 -2248 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Ti: 2x4 SP M-30: to laterally brace chords as follows: Maxim Tens.Comp.Bo hor Chords Tens. Comp. Bot chord 2x6 SP SS Dense:B2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 0.00 20.92 A-I 3271 -1061 H-G 3328 -1075 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 82 0.00 20.92 I-H 3341 -1078 G-F 2198 714 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Bracin The overall height of this truss excluding overhang is C_I 1355 -310 G-D 597 130 9 3.7-15. (a)Continuous lateral restraint equally spaced on C-G 392-1211 member. Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 7.00 TC-From 55 plf at 7.00 to 55 plf at 13.92 TC-From 55 plf at 13.92 to 55 plf at 20.92 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 7.60 BC-From 10 plf at 7.60 to 10 plf at 10.00 BC-From 10 plf at 10.00 10 10 plf at 20.92 TC- 263 lb Conc.Load at 7.01 BC- 444 lb Conc.Load al 7.01 BC- 959 lb Conc.Load at 7.60 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUSIECIEDIEE PE No 60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:173701 T27/MONO Wheaton5 Custom Qty: 1 FROM: DRW: T39 • Wgt:30.1 lbs ... / ... 11/05/15 1112X46 5 V 2 in i-- i• 3X4(82 I PM II 8"15 •,( 10'1"2 lmi III3X8C i 7� i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL):NA A 757 /252 /117 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 959 /314 /130 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 C - - Wind�rea6 ions based Req MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.031 C - 9 eq= S Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= Soffit: 10.00 g Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.834 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.710 Maximum T C Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.301 Maxim Top o Chord or C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 54 -117 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Chords Tens.Comp. Top chord 2x4 SP#2 3-7-15. A-C 42 -18 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"136"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-C 188 -179 Special Loads (Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 7.00 BC-From 5 plf at 0.00 to 5 plf at 7.00 BC- 432 lb Conc.Load at 2.07,4.07,6.07 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 77 0.04 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Business No.7547 is a fictitious name owned 4745 Sutton Park Court,by 402,Jacksonville Inc.,32224a 904.821.5200 Corporation. Engineer 'ID E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MECEDIEEZI PE No 60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17334/T42/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T41 • Wgt:50.4 lbs ... / ... 11/05/15 e 5' 7'11" 12'11" 5' I 2'11" I 5' 12 3 p 1114X5 B=4X10 C T M 1ax4x4(B1)A Dax4X4(B1) Thill1111111111111-: 0 10'1"2 IIIiX4 = ?C5 5'1"12 2'5"12 5'3"8 r 5'112 I 7'7"8 I 12'11" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.128 E 999 240 A 848 /238 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.245 E 618 180 D 848 /238 /- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.031 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.059 E - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.867 Bearings A&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.060 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 627-2274 C-D 629 -2274 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 582-2192 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Additional Notes Bot chord 2x4 SP M-30 A-F 2162 -590 E-D 2161 -591 Webs 2x4 SP#3 The overall height of this truss excluding overhang is F-E 2176 -585 Lumber value set"13B"uses design values 1-9-3. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-F 145 0 E-C 157 0 TC-From 54 plf at 0.00 to 54 plf at 5.00 B-E 18 0 TC-From 27 plf at 5.00 to 27 plf at 7.92 TC-From 54 plf at 7.92 to 54 plf at 12.92 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 7.91 BC-From 10 plf at 7.91 to 10 plf at 12.92 TC- 218 lb Conc.Load at 5.01,7.91 TC- 122 lb Conc.Load at 6.46 BC- 165 lb Conc.Load at 5.01,7.91 BC- 69 lb Conc.Load at 6.46 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.92 BC 111 0.15 12.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMELEDIEM PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17336/T34/COMN Wheaton5 Custom Qty: 2 FROM: DRW: T42 Wgt:42.0 lbs ... / ... 6/05/15 6'5"8 12'11" 6'5"8 6'5"8 'I 3 12 0 B=4X4 T ... rn jse3X4(B1)A C=3X4(81) I3 ■• 0,0'1"2 IRiiX4 r 6'5"8 I 6'5"8 6'5"8 12'11" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 D 999 240 A 416 /133 /164 /- /14 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.068 D 999 180 C 416 /133 /164 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.018 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.419 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.675 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.072 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 738 -852 B-C 738 -852 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-D 787 -646 D-C 787 -646 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes B-D 190 0 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 12.92 BC 120 0.15 12.77 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-1-9. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIELEELIZEM PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17332/T63/MONO Wheaton5 Custom Qty: 3 FROM: DRW: T40 Wgt:40.6 lbs ... / ... 11/05/15 6'6"11I 910" I 6'6"11 3'3"5 1112X4 C 3.5 Q '2X4 g v (n ih ggigiggllIllIllIllIlli6 3X41- . s14 ra II. 1 11.7....0 millilMilliMilmilmagl 1 or'2 III4X5 D 1 9'10" j 910" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,PR in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Litt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.009 B 999 240 A 319 /45 /158 /- /76 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.029 B 999 180 D 316 /71 /164 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.020 D - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.416 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.664 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.355 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 165 -430 B-C 1 -50 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 A-D 370 -238 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-D 289 -433 C-D 64 -31 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.04 9.83 BC 75 0.04 9.83 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-5-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei,7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17366/T61/COMN Wheaton5 Custom Qty: 3 FROM: DRW: T38 Wgt:51.8 lbs ... / ... 1%/05/15 6'7"8I 13'3" I " 6'7"8 6'7"8 T 12 C 1114X5 5 177 00111144 io 3X4 B D 3X4 113X8(E5)A 1AE 1113X8(E5) T 8"15 ,1 O 10'1'2 IIIC4 6.7"8 67"8 6'7"8 13'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 D 999 240 A 432 /133 /188 /- /61 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 D 999 180 E 432 /133 /188 /- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.025 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.072 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.555 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.381 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.317 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 579 -851 C-D 311 -623 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 311 -623 D-E 579 -851 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-F 535 -213 F-E 535 -213 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC C-F 215 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.25 BC 120 0.00 13.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-6-1. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eip7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17364/T31/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T36 Wgt:100.8 lbs ... / ... 1.1/05/15 5'3"6I 9' ` 11'11"1 15'7"11 I 20'11" 5'3"6 3'8"10 2'11"1 3'8"10 5•3"5 1114X5 D =5X7E 12 5 2X4 C ri F02X4 in ...,,,,44N . ••/,. in v 3X4 B G 3X4 113X8()A 1 1i H lll3X8(E5) Eris ffl 10'1"2 =6X8 3X4 .K J i X5 14 9'1"1210"4 8'11"15 1 9'1'12 110' f 1 11"1 I 20'11" 1 11'11"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 I 999 251 A 682 /211 /301 /- /84 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 I 999 251 H 682 1211 /301 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.039 I - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.284 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.839 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.334 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 575-1443 E-F 458 -971 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 541 -1190 F-G 540 -1190 Lumber C-D 455 -966 G-H 571 -1430 D-E 452 -855 Value Set:136(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 SP#2 (lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-K 1059 -444 J-I 853 -298 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' K-J 853 -298 I-H 1059 -443 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-K 182 -271 E-I 211 -65 Purlins D-K 214 -81 I-F 180 -267 K-E 120 -115 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 20.92 BC 120 0.00 20.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-5-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 epn Michael G Kozlowski Jeffrey P Arneson Derek B Murray IEBUIMICIEEI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17357/T52/SPEC Wheaton5 Custom Qty: 8 FROM: DRW: 135 Wgt:93.8 lbs / ... 14/05/15 6'6" I 10'5"8 I 14'8" 20'11" 6'6" 3'11"9 4'27 6,3" - Dm4X4 12 5 p 2X4 C E02X4 i'n 3X4 B F3X4 lll3X8(E5)A i T G III3X8(E5) E15 1 '1 =6X8 101 2 H 10'5"8 10'5"8 r 10'5"8 I 20'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 B 999 251 A 682 /86 /298 /- /97 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.117 B 999 251 G 682 /86 /298 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.059 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.467 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.894 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.383 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 601 -1503 D-E 399 -895 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 490-1160 E-F 495 -1168 Lumber C-D 402 -894 F-G 591 -1495 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-H 1025 -381 H-G 1034 -388 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Plating Notes C-H 217 -335 H-E 217 -336 H-0 473 -185 Plates sized for a minimum of 4.00 sq.inipiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 20.92 BC 120 0.00 20.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-1-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17352/T301 MONO Wheaton5 Custom Qty: 7 'FROM: DRW: T34 Wgt:50.4 lbs ... / ... 11/05/15 F 6711j 10'5"8 6'011 4'413 1112X4 D ii, M1'n�3X4III3X8( 5 , 1 T 'iii Lis_ ■ •A II 10'1'2 II4X5 E 10'5"8 1 10'5.8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef L## Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.052 B 999 240 A 341 /28 /173 /- /112 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.104 B 999 180 E 341 /83 /195 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.058 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.497 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.322 Spacing:24.0" MWFRS Parallel Dist:>2h Rep Factors Used:Yes Max Web CSI:0.675 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 475 -864 C-D 31 -64 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 113 -382 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP M-31 A-E 326 -231 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC C-E 276 -389 D-E 101 -80 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 10.46 BC 120 0.00 10.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-1-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IIEWZIECZE PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17328/T46/MONO Wheaton5 Custom Qty: 1 FROM: DRW: T32D Wgt:74.2 lbs ... / ... 14/05/15 I T3"12 I 14'4' I 7'3"12 TO"4 NI3X3 0 _ rii 5 12 104X5 C W ill' m io g 5X7 8 =8X8fE4 T %ice �� ± �C ,10'1"2 N•4 AI4X,`t T2" 7.2.. EEl 1 T2" I 14'4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in too Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.177 B 971 240 A 467 /2111 /2155/- /172 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.183 B 939 180 E 467 /235 /316 1- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.115 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C -- HORZ(TL):-0.119 B - - A Min Brg Width Req= 2.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.658 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.939 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.810 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 4943-5017 C-D 2539 -2589 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 4376-4481 Lumber Loading Value Set:138(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31 4770#( 332.79 plf)along top chord,from either Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30 direction,to supports where indicated.Diaphragm and A-F 4395-4451 F-E 2058 -2118 Webs 2x4 SP#3 connections are to be designed by Engineer of Record. :Lt Slider 2x4 SP#2:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 4770 332.79 TC 0.00 14.33 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values 4770 332.79 BC 0.00 14.33 Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Case 2: 4770 332.79 TC 0.00 14.33 4770 332.79 BC 0.00 14.33 F-C 250 -71 D-E 138 -151 Plating Notes Case 3: 4770 332.79 TC 0.00 14.33 C-E 529 -659 Plates sized for a minimum of 4.00 sq.in./piece. 4770 332.79 BC 0.00 14.33 Case 4: 4770 332.79 TC 0.00 14.33 Purlins 4770 332.79 BC 0.00 14.33 In lieu of structural panels or rigid ceiling use purlins Drag Load for wind only. to laterally brace chords as follows: Additional Notes Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 Negative reaction(s)of-2111#MAX.(See Max BC 37 0.00 14.33 Reactions table above)Requires uplift connection. Apply purlins to any chords above or below fillers The overall height of this truss excludingoverhangis at 24"OC unless shown otherwise above. g 6-8-9. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 epvE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:173241 T36/COMN Wheaton5 Custom Qty: 1 FROM: DRW: T31 Wgt:84.0 lbs ... / ... 11/05/15 I 697 I- 13'6"14 14'4- 6.97 6'9.7 g.2 w6X6 0 E p2X4 s ,2 O ■2X4 C N I 43X4 B II3X8(E5)A 9 Ts it� F. � �u, 0101'2 =g5 54 6'11"3 T4"13 1 6'11"3 I- 14.4'• 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.051 B 999 240 A 479 /44 /239 /- /146 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.133 B 999 180 F 545 /117 /257 1- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.026 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.070 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.734 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.530 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.556 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 437 -951 C-D 281 -766 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 161 -748 D-E 0 0 Lumber Additional Notes Value Set:13B(Effective 611/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 6-4-12. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-G 652 -313 G-F 54 -34 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC C-G 291 -411 D-F 273 -438 Plating Notes G-D 776 -357 F-E 16 -20 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 BC 120 0.00 14.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17320/T54/COMN ' Wheaton5 Custom Qty: 1 FROM: DRW: T29 Wgt:92.4 lbs ... / ... 1'I05/15 I- 9'6"14I 14'4" 9'6"14 4'9"2 E 5X7 F iii i 5 12 N_ 03X8 D So C ' 0 3X48 r ■ ■ it 1113X8()A, ' ry p - -fp ++a 1,1 =4X5 H 1 L um �s ���■ 8- =3X3■ t, Q ,II 3X31 M J Lei 10'1'2 11145 R K 2'5"8 1' 6'1"6 1'10"10 1'10"8 i 2'5"8 13'5"8I 9'6"14 I 11'5"8 I 1, F' 14'4" A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria F12'Sr'k Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.221 D 777 240 A 467 /67 /237 /- /103 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.431 D 399 180 G 467 /134 /218 I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.139 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.270 I - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.527 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.864 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 223 -690 D-E 272 -648 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 220 -655 E-F 3 -6 Lumber Wind C-D 491 -1081 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) chord 2x4 SP#2 member design. ( ) Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W1 2x4 SP#2: A-R 554 -322 M-J 6 -6 :W2,W6 2x6 SP#2: Additional Notes Q-P 1022 -587 L-I 556 -319 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is O-N 2191 -1256 K-G 2 -2 Lumber value set"13B"uses design values 4-8-12. N-L 550 -313 I-H 552 -314 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-Q 48 -32 E-H 365 -643 Plating Notes Q-R 30 -34 M-L 18 0 O-P 197 -121 J-K 26 0 All plates are 2X4 except as noted. O-D 95 -109 I-J 40 0 Plates sized for a minimum of 4.00 sq.in./piece. D-N 955-1647 H-G 273 -461 E-N 284 -35 H-F 73 -113 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 BC 28 0.00 2.29 BC 11 2.29 3.23 BC 93 3.33 14.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE; Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:17316/T28/COMN ' Wheaton5 Custom Qty: 3 FROM: DRW: T27 Wgt:73.5 lbs ... / ... 11/05/15 7'5"8 14'4" 7'5"8 610"8 -I E=4X4 12 5 p c') 3X8 D Fm 6X8(++) 0 1112X4 CliOrio _ G 1112X4 M r3X4B i ' -W6, 1113X8(ES)A ` p - - 7 H 1113X4 -� v L O J110 W8X4 s is 8• 1112X4 >>u 1 $O +�P 1 M J 1 is 101"2 dil 1112X4---R4X41113X4 =3X4 K 1114X5 2'5"8 1' 4' 4' v 1112X4 • 2'5"8 13'S"8 1- T5"8 I 11,5"8 112.5"4 • 1108 II 14'4" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.207 D 831 240 A 467 1143 /206 I- /70 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.402 D 427 180 I 467 1144 /199 /- /- 1- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.190 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.369 I - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.447 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.991 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 309 -673 E-F 421 -918 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 307 -638 F-G 411 -819 Lumber Additional Notes C-D 510-1047 G-H 241 -498 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is D-E 419 -921 Top chord 2x4 SP#2 3-10-3. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W1 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. :W2,W6,W8 2x6 SP#2: A-R 535 -240 N-L 1721 -761 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Q_P 976 .432 M-J 753 -337 Lumber value set"138"uses design values 0-N 2070 -903 K-I 381 -172 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (++)-This plate works for both joints covered. Plates sized for a minimum of 4.00 sq.in./piece. C-Q 47 -51 N-F 468 -897 Q-R 24 -31 F-L 96 -157 Purlins 0-P 210 -98 L-M 84 -38 In lieu of structural panels or rigid ceiling use purlins 0-D 64 -91 J-K 46 -84 to laterally brace chords as follows: D-N 612-1250 J-G 28 -18 Chord Spacing(in oc) Start(ft) End(ft) E-N 345 -117 H-I 199 -381 TC 24 0.00 14.33 BC 28 0.00 2.29 BC 11 2.29 3.23 BC 91 3.33 11.59 BC 11 11.69 12.60 BC 21 12.60 14.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei::;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:2 SEON:17312/T74/COMN Wheaton5 Custom Qty: 1 FROM: DRW: T25 Wgt:144.2 lbs ... / ... 11/05/15 4'10"10 1076 14'4" 4'10"10 I 5'1"11 I 4'3"10 -1 12 =5X5 5 E T2 =5X7 F T Tra =4X10(++)D _age�W3 i • �1 =6X12(++) T3 Lo 1112X4 C r .�iiii „' , 1112X4 INN 1 A N N III 3X8(E5 A��, e '�Q� =,CS III?3C4 ra l� 11113X4 T5 ALP%��u V lll2X4 �1 L 1 j_ ■ s- IIIN 4K .illllllit�i� tt t3 1 • ■ S R ==-4X4 III I 10'1"2 ► 1112X4 .- X8 -M4X5 L 1112X4 1113,X4 2'5"8 1' 6'1"71' II 1 25"8 1 3 5 8, 1'10"9 I 11'5"8 1125 g • 1'10"8 • f' 5'4"1 f' 14'4" '� Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.315 Q 545 240 A 1103 /375 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.599 Q 287 180 j 1114 /384 I- /- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.265 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.504 J - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 J Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.626 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.692 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.343 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 249 -719 E-F 738 -2152 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 239 -699 F-G 683 -1951 Lumber Special Loads C-D 401 -1165 G-H 322 923 _ D-E 743-2146 H-1 177 506 Value Set:13B(Effective 6/1/2013) -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Top chord 2x4 SP M-31:T2 2x4 SP#2: TC-From 55 plf at 0.00 to 55 plf at 4.89 T3 2x4 SP M-30: TC-From 28 plf at 4.89 to 28 plf at 9.87 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 TC-From 55 plf at 9.87 to 55 plf at 14.33 Chords Tens.Comp. Chords Tens. Comp. Webs 2x6 SP#2:W2,W6 2x8 SP#2: BC-From 10 plf at 0.00 to 10 plf at 2.46 :W3,W4,W5 2x4 SP#3: BC-From 10 plf at 2.46 to 10 plf at 3.46 A-T 540 -186 0-M 1901 665 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC-From 5 plf at 3.46 to 5 plf at 11.46 S-R 984 -339 N-K 777 -271 BC-From 10 plf at 11.46 to 10 plf at 12.46 Q-P 2112 -730 L-J 362 -126 Lumber value set"13B"uses design values BC-From 10 plf at 12.46 to 10 plf at 14.33 P-O 1920 -669 approved 1/30/2013 by ALSC TC- 252 lb Conc.Load at 4.97 TC- 178 lb Conc.Load at 5.10 Nailnote TC- 98 lb Conc.Load at 7.03,7.73 Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails TC- 350 lb Conc.Load at 9.91 Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. BC- 82 lb Conc.Load at 4.97 C-S 68 -180 O-F 157 29 Bot Chord:1 Row @12.00"o.c. BC- 111 lb Conc.Load at 5.10 S-T 17 35 M-N 6 17 Webs :1 Row @ 4"o.c. BC- 70 lb Conc.Load at 7.03,7.73 Use equal spacing between rows and stagger nails BC- 152 lb Conc.Load at 9.91 D-0 192 -60 M-G 48 -13 in each row to avoid splitting. O-R 139 44 K-L 44 115 Purlins E-P 170 -28 K-H 44 -112 Plating Notes In lieu of structural panels or rigid ceiling use purlins P-F 303 -71 I-J 158 -449 (++)-This plate works for both joints covered. to laterally brace chords as follows: Plates sized for a minimum of 4.00 sq.in.lpiece. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.33 HangersBC 27 0.00 2.20 I Ties BC 11 2.20 3.12 (J)Hanger Support Required,by others BC 104 3.12 11.76 BC 11 11.76 12.69 Wind BC 20 12.69 14.33 Wind loads and reactions based on MWFRS. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 2-9-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17308/T72/COMN Wheaton5 Custom Qty: 1 FROM: DRW: 123 Wgt:46.2 lbs ... / ... 1.1/05/15 6'9"8 137" I 6,9„8 6,9.,8 "I B 1114X5 12 51/ lb N v io 3X4(82 A C=3X4(62) _61: U O 257' IIIL)C4 1 6'9"8 6'9"8 K 678 1 137" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.014 D 999 240 A 443 /112 /179 /- /55 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.027 D 999 180 C 443 /112 /179 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.014 D - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:27.54 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.500 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.370 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.084 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 378 -673 B-C 378 -673 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 A-D 560 -263 D-C 560 -263 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-D 219 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.58 BC 120 0.08 13.50 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-4-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 elirir\ PE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17304/T10/HIPS ' Wheaton5 Custom Qty: 1 FROM: DRW: 121 Wgt:56.0 lbs ... / ... 11/05/15 5' I 8'7" I 137" 5' 3'7" 5' 1114X5 12 5 B=5X7 C T `V =4X4(61 0 Nill , A D=4X4(62) 25'7" III)C4 se X5 0 5112 3'1"12 5'3"8 k 51"12 I 8'3"8 I 137" 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.075 F 999 240 A 885 /379 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.143 F 999 180 D 882 /367 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 E - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL):0.061 E - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:26.88 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.578 Bearings A&D Fcperp=565psi. , Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.074 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. ( GCpi:0.18 Plate Type(s): A-B 706-1708 C-D 686 -1711 Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 B-C 587-1542 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Additional Notes A-F 1514 -609 E-D 1518 -591 Webs 2x4 SP#3 The overall height of this truss excluding overhang is F-E 1525 -606 Lumber value set"13B"uses design values 2-7-7. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) B-F 184 0 E-C 195 0 TC-From 55 plf at 0.00 to 55 plf at 5.00 B-E 23 0 TC-From 28 plf at 5.00 to 28 plf at 8.58 TC-From 55 plf at 8.58 to 55 plf at 13.58 BC-From 10 plf at 0.00 to 10 plf at 5.03 BC-From 5 plf at 5.03 to 5 plf at 8.55 BC-From 10 plf at 8.55 to 10 plf at 13.58 TC- 230 lb Conc.Load at 5.03,8.55 TC- 126 lb Conc.Load at 6.79 BC- 171 lb Conc.Load at 5.03,8.55 BC- 71 lb Conc.Load at 6.79 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 13.58 BC 87 0.08 13.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray IiiiCEOMI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:17300/T117/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T19 Wgt:109.2 lbs ... / ... 1.1/05/15 4'6" I 9' I 10'11" I 15.5" I 19'11" I ' 4'6" 4'6" 1'11 4'6" 4'6" Y14X5 114X5 C D T 12 5 63X8 B Ek 3X8 io to I113X4(••)A F 1112X4 T S l-- lo fo 1 11 Ill I LI 1)207" I =4X5 3X4 K2I III4X5 J I a X5 1114X5zG Il 19'7" 11 I 9 Ill I" 9' I 9' 10' 19'11" 11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) 1....,-„,,,. Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 J 999 240 K 649 /320 /263 /- /77 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.080 J 999 238 G 649 /320 /263 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.033 C - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.99 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 Bearings K&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.503 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 59 -69 D-E 430 -774 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 430 -774 E-F 59 -71 Lumber C-D 430 -664 Value Set:138(Effective 6/112013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 K-J 743 -380 I-Fi 664 -253 Lumber value set"13B"uses design values J-I 664 -253 H-G 743 -380 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) ('")1 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning A-K 104 -112 D-H 158 -54 requirements. K-B 459 -872 H-E 153 -162 Plates sized for a minimum of 4.00 sq.in./piece. B-J 153 -162 E-G 459 -872 C-J 158 -54 F-G 104 -120 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 19.92 BC 116 0.00 19.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Additional Notes The overall height of this truss excluding overhang is 5-3-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 e,:: , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:173401 T6/FLAT Wheaton5 Custom Qty: 1 FROM: DRW: T17 Wgt:75.6 lbs ... / ... 1.1/05115 4'9"12I 978 4'9 12 4'9"12 A 4X5 111 r a4Xl co ■ ■■■ ■ 1. , IP: d■20.7,. Fes_: EE pD IF II 3X: m6X8 A13X8 4'5'12 4'512 1 4'5'12 I 57"8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 140 mph Pf:NA Ce:NA VERT(LL): 0.027 B 999 240 F 1085 /330 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.052 B 999 180 D 2013 /742 /- /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:B HORZ(TL):-0.008 C - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.58 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.467 Bearing F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.824 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.510 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 307 -966 B-C 307 -966 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Hangers I Ties Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) (J)Hanger Support Required,by others Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP M-30 Wind F-E 0 0 E-D 0 0 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(lbs) Lumber value set"138"uses design values End verticals not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC Additional Notes A-F 388-1191 E-C 1340 -426 Special Loads Truss must be installed as shown with top chord up. A-E 1340 -426 C-D 298 971 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is B-E 236 -716 TC-From 54 plf at 0.00 to 54 plf at 7.06 5-0-0. TC-From 4 plf at 7.06 to 4 plf at 9.62 BC-From 10 plf at 0.00 to 10 plf at 7.06 BC-From 5 plf at 7.06 to 5 plf at 9.62 TC- 165 lb Conc.Load at 1.23,2.96,4.69 TC- 100 lb Conc.Load at 6.60 TC- 35 lb Conc.Load at 8.60 BC-1449 lb Conc.Load at 7.06 BC- 544 lb Conc.Load at 9.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.62 BC 57 0.00 9.62 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eriliV\ PE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEEECUCCEI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17292/T9/FLAT ' Wheaton5 Custom Oty: 1 FROM: DRW: T15 Wgt:96.6 lbs ... / ... 11/05/15 7' 8'6" 17 7' I 1'6" I 8'6" =4X5 -.-3X4 1112X4 =4X5 _ A B C D ■ m ■ M in D I I Ill 20'7" F1�— =4CX10 w FX4 1114X5 4/ E III X5 8'6" I 1'6" I 7' 8'6" 10' 17' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl u# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 C 999 240 H 544 /303 /214 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.052 C 999 204 E 544 /303 /214 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.008 A - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.87 ft Code!Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.676 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.653 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.664 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 320 -574 C-D 320 -574 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 320 -574 Lumber Additional Notes Value Set:13B(Effective 6!1/2013) Provide for complete drainage of roof. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is H-G 0 0 F-E 0 0 Webs 2x4 SP#3 5-3-7. G-F 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-H 322 -511 G-D 666 -371 A-G 666 -371 D-E 322 -511 Puffins C-G 441 -571 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IC 24 0.00 17.00 BC 120 0.00 17.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIZEIUMZI PE No.60839 PE No.58544 PE No.71457 ABCC34 `Ply:1 SEAN:17294/119/SPEC Wheaton5 Custom Qty: 1 FROM: DRW: T13 Wgt:182.0 lbs ... / ... 11/05/15 • 6'9"11I 17 I-13'7"5I 20'6"12 I 26'9"2 I 33'3" 6'9"11 5'2"5 17 5 6'11"7 6'2"6 6'5"14 A 1112X4 =3X8 61X5 =4X5 B C =5X7E 12 I I o rri , ! Q 5 O (a) (a) (a) F�4X5 1 - w � 4X5(B2) 'Itlmi 10 =3X8 -4X5 -w X5 ar3X8 32X4 ? 207" N 113X8 M L K J I H 6711375 3'10"13 6715 2'8"4 3714 6'4"2 1 6'9"11 I 10' I 13'1013 I 20'612 I 237 261014 I 33'3" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.153 J 999 397 N 1081 /464 /440 /- /150 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.298 J 999 397 G 1086 /298 /500 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.057 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.112 H - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.76 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.703 Bearings N&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.847 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 557 -1111 D-E 818 -1610 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 557 -1111 E-F 844 -1765 Lumber Camber C-D 557-1111 F-G 954 -2166 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.15"DL:0.16".See detail Top chord 2x4 SP#2 DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Roofs incorporating this truss require consideration Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 for ponding design by Building Designer. N-M 236 43 J-I 1927 817 Lumber value set"13B"uses design values M-L 1608 -584 I-H 1927 -817 approved 1/30/2013 by ALSC L-K 1608 -584 H-G 1927 -815 K-J 1571 -603 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-N 570-1053 K-E 260 -190 Plates sized for a minimum of 4.00 sq.in./piece. A-M 1432 -718 E-J 320 -71 M-B 287 -429 J-F 244 -430 Purlins M-D 338 -641 F-H 155 0 In lieu of structural panels or rigid ceiling use purlins D-K 185 -102 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 97 0.00 33.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-9-14. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epiPE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 r ABCC34 Ply:1 SEQN:17292/T2/SPEC ' Wheaton5 Custom Qty: 1 FROM: DRW: T11 Wgt:184.8 lbs ... / ... 14/05/15 3'3"8 9'11"2 16'6"12 24'0"144�'2 33.3" 3'3"8 ( 6710 I 6'T'10 I 7'6"2 T8.. 8'5"14 12 5 1 II 4 8=5X5 =6X80 rl 0 R 82X4A 388 7 T (a) (a) •., Ft(4X5 fn t` n n (a) G 84X5(62) •- 0 =X5 = x� 11122X4 El : i _4,. L IA3X8 81 K J I H 10' 66"12 68"4 1.714 8'4"2 A 10' I 16'6"12 ( 23'3" 12410"114 33'3" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.152 F 999 397 L 1295 /393 /426 /- /200 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.271 F 999 397 G 1159 /329 /506 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.096 B - - L Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.60 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.819 Bearings L&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.849 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 47 -35 D-E 733 -1650 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 628-1270 E-F 707 -1666 Lumber Additional Notes C-D 628-1270 F-G 924 -2303 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 7-5-14. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP M-30:B1 2x4 SP M-31: Webs 2x4 SP#3 L-K 495 -11 I-H 2041 -772 Lumber value set"13B"uses design values K-J 1453 -443 H-G 2043 -771 approved 1/30/2013 by ALSC J-I 2041 -772 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. member. A-L 92 -90 K-D 177 -341 Plating Notes L-B 573-1188 D-J 415 -118 Plates sized for a minimum of 4.00 sq.in./piece. B-K 1144 -461 J-F 371 -683 C-K 284 -426 F-H 248 0 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 120 0.00 33.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE;\X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IiLEIMIXII PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17290/T113/SPEC Wheaton5 Custom Qty: 1 FROM: DRW: T09 Wgt:194.6 lbs ... / ... 11/05/15 1'10" 7'4" 12'10" 15'5"2 24'0"8 33'3" I'1'10"I 5.8•. I 5.6" I2.7••2 I 877 I- 977 -I 12 5 Ea5X5 B II2X4 114XBfSRS) rY II2X4A�t C3 1 II DU eH0510 F rnT F- T (a) ,ii G a4X5(B2) n 0 4)8 =• 8 8 k NMon2X4 : 20'7' M II3X8 L K J I H 7.4" 2'8" 51"2 7'9"14 I1.1" 810"15 1 1 7'4" I 10' I 15'5"2 I 23'3' '24'4"1 33'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF> Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.163 F 999 397 M 1262 1383 /426 /- /201 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.294 F 999 397 G 1142 /326 /494 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.107 H - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.83 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.977 Bearings M&G Fcperp=565psi. f Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.974 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.779 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 25 -19 D-E 747 -1449 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 B-C 551 -1116 E-F 722 -1553 Lumber Additional Notes C-D 551 -1116 F-G 934 -2244 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 7-11-9. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 M-L 314 -14 J-I 1983 -776 Lumber value set"13B"uses design values L-K 1449 -473 I-H 1983 -776 approved 1/30/2013 by ALSC K-J 1449 -473 H-G 1984 -775 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. A-M 50 -50 D-J 194 -393 Plating Notes M-B 577 -1172 E-J 731 -300 Plates sized for a minimum of 4.00 sq.in./piece. B-L 1251 -552 J-F 407 -726 C-L 254 -364 F-H 263 0 Purlins L-D 290 -519 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 91 0.00 33.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 4T-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17285/T106/HIPS ' Wheaton5 Custom Qty: 1 FROM: DRW: T07 Wgt:177.8 lbs ... / ... 11/05/15 6'712 13' 1710"4 24'0"15254"1 33'3" I 6 712 I 6'4"4 I 4.10..4 I 6'2"11 11'3"1 T10"2 I 5X5 Cm 5X7 0 5 12 : 8 04X5 B i 44, FSo4X5 t- 4ti I 5X5 A I `� ...._._ ".4X4(82) I.�i. >=4' ■• — 32 — 20'7" N M L K J I H 6'4"43'7"12 3' 4'8"8 516"8 2'3"10 7'8"6 1 6'4"4 I 10' I 13' I 1713"8 I 231" I 25'6"10I 33'3" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.147 F 999 397 N 1081 /346 /438 /- /146 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.286 F 999 397 G 1086 /346 /465 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.109 H - - N Min Brg Width Req= - NCBCLL:10.00 Mean Height:24.33 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.745 Bearing G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.997 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.561 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 788-1670 D-E 805 -1537 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 786-1487 E-F 783 -1566 Lumber Additional Notes C-D 811 -1372 F-G 980 -2150 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is 6-11-7. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 N-M 151 -124 J-I 1905 -823 Lumber value set"13B"uses design values M-L 1500 -627 I-H 1905 -823 approved 1/30/2013 by ALSC L-K 1500 -627 H-G 1907 -821 K-J 1302 -493 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member. Webs Tens.Comp. Webs Tens. Comp.__ Plating Notes A-N 541 -1052 C-J 275 -117 Plates sized for a minimum of 4.00 sq.in./piece. A-M 1472 -649 J-D 293 -86 M-B 171 -211 J-F 336 -623 Purlins B-K 168 -289 F-H 223 0 In lieu of structural panels or rigid ceiling use purlins C-K 231 -57 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 94 0.00 33.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17387/T82/HIPM Wheaton5 Custom Qty: 1 FROM: DRW: T05 Wgt:183.4 lbs ... / ... 1.1105/15 4'6" I 9' i 17'07 i 19' ' 25'0"13 i 33'3" i 4'6" 4'6" 8'0"7 1'11"9 6'0"13 8'2"3 12 C_ T3 =5X5G IIIUX4 mixt5 6X8 5 p C 1. C r„ T 03X8 B (a) Ill3f) , p 11111111N, II 8v X5 `83X8 -�od)8 85X5 .207 N M L K J I 1113X8H 1 9' 11'I 7'0'7 I 6'2"9 I 2'1'5 I 7'10•'11 1 9' 10' 17'0'7 23'3" 25'4"5 33'3" Loading Criteria(psl) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TOOL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.132 D 999 398 N 1083 /490 /478 I- /169 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.257 D 999 398 H 1083 /529 /430 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.075 C - - N Min Brg Width Req= - NCBCLL: 10.00 Mean Height:23.99 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.836 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.937 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.32 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 67 -78 D-E 947 -1868 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F.0923.22 B-C 807-1639 E-F 947 -1868 Lumber Wind C-D 948-1868 F-G 681 -1376 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2:T3 2x4 SP M-30: member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 N-M 1356 -812 K-J 1422 -710 Lumber value set"130"uses design values M-L 1478 -795 J-I 1422 -710 approved 1/30/2013 by ALSC L-K 1478 -795 I-H 0 0 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. member. Plating Notes A- N 114 -125 K-O 299 -444 B 773-1611 K-F 556 -285 (")1 plate(s)require special positioning.Refer to B-M 189 -56 F-I 488 -781 scaled plate plot details for special positioning C-M 179 -6 I-G 1629 -806 requirements. C-K 509 -241 G-H 570 -1052 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 33.25 BC 80 0.00 33.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/lies (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 5-3-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:2 SEQN:17186/T14/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T03 Wgt:393.4 lbs ... / ... 1,1/05/15 5'4"8 10'9" 157"8 20'6" 25'10"8 31'3" 5'4"8 5'4.8 I 4'10"6 I 4'10"8 5'4"8 5'4.8 1545 E45 _68 C D E I > /\/ m2X4 5 to to I 113X4"")4 1.G. 45X5 W11 =[X10 V6 � 20T' � � NL WSJ 82 -8X12 IH0310H 1 18'412 1 12'10"4 1 10'10"12I 5'1"4 I 2'412 I 7'5"12 f 5'4"8 I10'10"12 16' 18'4"12 25'10"8 31'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.070 F 999 240 M 26 /319 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.135 F 999 220 J 5873 /2182 /- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.025 F - - H 3564 /1292 I- I- l- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.050 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:24.07 ft Code/Misc Criteria Creep Factor:1.5 M Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.440 J Min Brg Width Req= 3.1 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.993 H Min Brg Width Req= 1.9 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.718 Bearings M,J,&H Fcperp=565psi. C&C Dist a:3.12 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.02F1.1028.19 Lumber Plating Notes A-B 16 -47 D-E 949 -369 8(Effective 6/1/2013) B-C 469 -130 E-F 755 -2129 Value Set:13 (")1 plate(s)require special positioning.Refer to C-D 432 -107 F-G 751 -2127 Top chord 2x4 SP#2 scaled plate plot details for special positioning Bot chord 2x4 SP#2:B2 2x8 SP SS Dense: requirements. Webs 2x4 SP#3:W8 2x4 SP#2: Plates sized for a minimum of 4.00 sq.in./piece. Maximum Bot Chord Forces Per Ply(lbs) :W11 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values Purlins M-L 0 -307 J-I 131 -344 approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use purlins L-K 236 -688 I-H 128 -52 to laterally brace chords as follows: K-J 236 -687 Nailnote Chord Spacing(in oc) Start(ft) End(ft) Nail Schedule:0.131"x3",min.nails TC 24 0.00 31.25 Maximum Web Forces Per Plylbs Top Chord:1 Row @12.00"o.c. BC 106 0.00 31.25 (lbs) Bot Chord:1 Row @ 6.00"o.c. Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. at 24"OC unless shown otherwise above. A-M 41 -68 J-E 674 -1733 Use equal spacing between rows and stagger nails Loading M-B 384 0 E-I 3182 -1159 in each row to avoid splitting. g B-L 132 -232 I-F 116 -158 4"o.c.spacing of nails perpendicular and parallel to Truss passed check for 20 psf additional bottom C-L 132 -260 I-G 1845 637 grain required in area over bearings greater than 4" chord live load in areas with 42"-high x 24"-wide L-D 532 -204 G-H 454 -1243 clearance. Special Loads D-J 297 -637 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Wind TC-From 55 plf at 0.00 to 55 plf at 10.75 Wind loads and reactions based on MWFRS. TC-From 55 plf at 10.75 to 55 plf at 20.50 TC-From 55 plf at 20.50 to 55 plf at 31.25 Additional Notes BC-From 10 plf at 0.00 to 10 plf at 14.25 Negative reaction(s)of-319#MAX.(See Max BC-From 50 plf at 14.25 to 50 plf at 16.00 Reactions table above)from a non-wind load case BC-From 50 plf at 16.00 to 50 plf at 16.42 requires uplift connection. BC-From 10 plf at 16.42 to 10 plf at 20.35 BC-From 1 plf at 20.35 to 1 plf at 31.25 The overall height of this truss excluding overhang is BC-1081 lb Conc.Load at 20.35,22.35 6.0-3. BC-1137 lb Conc.Load at 24.35 BC-1083 lb Conc.Load at 26.35 BC-2785 lb Conc.Load at 28.29 BC- 163 lb Conc.Load at 30.27 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MIZIMCCIII PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:173841 T55/HIPS Wheaton5 Custom Qty: 1 FROM: DRW: T01 Wgt:168.0 lbs ... / ... 11/05/15 I 7' 121010 17' 18'4"1 24'3" 31'3" 7' I 5.10"10 4'1"6 I14"1Z 5'10"4 I 7' 12 =4X8 T2 = C4 112X4 _ F S p B - CUU� E a6X8 T o (a) (a) N -v 05X5'4 G$5X5 t I T i I _ • (120'7' ¢1� w 5 _•5 m 4 . m'X5 W t`r13X8 M L K w6 8J I ,•X5H 1 18'412 1 12'10"4 1 7' 6610 26"6 3'112 510'4 7' 7' 12'6"10 15'3" 18'4"12 24'3" 31'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R al /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.064 M 999 240 N 1266 /610 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.125 M 999 220 J 4169 /2041 I- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 H - - H 566 /248 I- /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.034 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.58 ft Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.982 J Min Brg Width Req= 4.5 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.563 H Min Brg Width Req= 1.5 Spacing:24.0'• MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.835 Bearings N,J,&H Fcperp=565psi. C&C Dist a:3.13 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Purlins A-B 1000-2048 D-E 977 -478 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-0 977-147F-F 3 -479 Top chord 2x4 SP M-30:T2 2x4 SP M-31: to laterally brace chords as follows: C-D 977 -4788 F-G 3044 0 -714 Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 0.00 31.25 Maximum Bot Chord Forces Per Ply(lbs) BC 75 0.00 31.25 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. N-M 44 -21 K-J 1287 -609 M-L 1834 -885 J-I 587 -233 Bracing Additional Notes L-K 1287 -609 I-H 56 -32 (a)Continuous lateral restraint equally spaced on The overall height of this truss excluding overhang is member. 4-5-7. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-N 629-1239 E-J 569 -1023 TC-From 55 plf at 0.00 to 55 plf at 7.00 A-M 1817 -877 J-F 872 -1814 TC-From 55 plf at 7.00 to 55 plf at 17.00 B-M 368 -76 F-I 566 -191 TC-From 55 plf at 17.00 to 55 plf at 24.25 B-L 317 -644 I-G 540 -206 TC-From 55 Of at 24.25 to 55 plf at 31.25 L-C 769 -321 G-H 268 -540 BC-From 10plf at 0.00 to 10plf at 15.25 BC-From 10 plf at 15.25 to 10 plf at 31.25 C-J 1359-2791 TC- 282 lb Conc.Load at 7.01,24.24 TC- 193 lb Conc.Load at 9.06,11.06,13.06,15.06 16.19,18.19,20.19,22.19 BC- 476 lb Conc.Load at 7.01,24.24 BC- 105 lb Conc.Load at 9.06,11.06,13.06,15.06 16.19,18.19,20.19,22.19 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IiORMOMIEE PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17244/T57/JACK Wheaton5 Custom Qty: 6 FROM: DRW: J19 Wgt:14.0lbs ... / ... 11/05/15 12 5 1114X4 C T 11'6"14 3X4 B �,;•;• i co III3X8(E5 0 HB 0"1 c A pp01000 N- 111 11 CO 111111=11ME1 i I (1) 10'1"2 1114X5 D 2'S"8 0"1 i 2'5"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 240 A 80 /11 /39 /- /36 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 B 999 180 C 80 /37 /47 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.005 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.252 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.078 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.027 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 32 -59 B-C 24 -54 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#3 A-D 4 -7 Bot chord 2x4 SP#3 Webs 2x4 SP#3 Maximum Web Forces Per P :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' ly(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC D-C 36 -3 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.46 BC 30 0.00 2.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-4. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray WEIEECECONI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17240/T41/JACK Wheaton5 Custom Qty: 4 FROM: DRW: J17 Wgt:9.8 lbs ... / ... 11/05/15 12 3 L- B � 11'0"13 ". --1E- 3 co- A (1) 3X4(81 �' T 10'1"2 3' 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 102 /27 /40 /- /26 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 41 I- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - B 72 /38 /21 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.257 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.114 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 17 -38 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 34 0.15 3.00 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-3-3. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17236/T22/EJAC Wheaton5 Custom Qty: 1 FROM: DRW: J15 Wgt:23.8 lbs ... / ... 11/05/15 C 11 13'5'9 5 12 in F-- 3X4 B Z-' III3X8(E5) 15 A,� I I . ) 10'1"2 D r 7' 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 228 /43 /115 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 100 /- /42 /- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 B - - C 177 /103 /89 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.123 B - - Wind reactions based on MWFRS NCBCLL:W.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.754 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.441 C Min Brg Width Req= - Spacing:24.0'• MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.358 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 740 -867 B-C 71 -91 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(fl) End(ft) TC 24 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-7-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include SCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUMEEFICOEI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17232/T65/JACK Wheaton5 Custom Qty: 2 FROM: DRW: J13 Wgt:12.6 lbs ... / ... 11/05/15 12 5 C AT (1) 11'9"9 3X46 in III3X8(E5 0 A A . Lo , °O 111.1.1....1=11 10'1"2 ►�� ID1 ►=� D 3' I- 3' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LA Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 98 /15 /48 /- /43 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 43 /- /17 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 B - - C 78 /48 /40 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.011 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max IC CSI: 0.247 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.113 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.040 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 56 -105 B-C 33 -47 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-11-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray irlatefiriffil PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17228/T15/EJAC Wheaton5 Custom Qty: 3 FROM: DRW: J11A Wgt:15.4 lbs ... / ... 11/05/15 B 5 12 27'10"15 ti N 3X4(62 A 7 railidmimiiH 257" 11 5' C 5' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 165 /30 /75 /- /71 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 71 /- /28 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 C - - B 126 /70 /52 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.010 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.16 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.612 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.356 B Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h Re Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) • GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 49 -86 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(fl) TC 24 0.00 5.00 BC 58 0.06 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-7-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 ep7;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17224/T21/JACK Wheaton5 Custom Qty: 2 FROM: DRW: J10A Wgt:9.8 lbs ... / ... 11/05/15 12 • 5 — (t) B AI� 27'0"10 3X4(81 a' A it LIZEMINIIMIMII CO 25'7" o. =' C 3 r 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 100 /17 /46 1- /42 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 42 /- /16 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - B 75 /42 /31 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.002 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.72 ft Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.230 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.123 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 29 -54 Value Set:13B(Effective 611/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 35 0.06 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-9-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eV\ E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17220/T47/JACK Wheaton5 Custom Qty: 2 FROM: DRW: J09A Wgt:4.2 lbs ... / ... 11/05/15 12 5 L B 3X4(61 A TN 26'2"10 T A l 2 1 I =lri i CO 25'7" ►� C 11 is i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Ude U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 35 /3 /15 /- /14 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 14 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - B 24 /15 /10 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.000 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.30 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.014 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.006 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 9 -18 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 11 0.06 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-11-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17216/T123/EJAC Wheaton5 Custom Qty:4 FROM: DRW: J08 Wgt:23.1lbs ... / ... 11/05/15 B ' 24'8"15 — 5 12 o i III2X4A v T dil HB 6'&8 .. _f_ 207" D._' C 2'I 1114X5 7' II7' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 228 /136 /121 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 105 /- /35 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A • - B 193 /104 /74 /- /136 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.58 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.873 C Min Brg Width Req= - B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455 MWFRS Parallel Dist:0 to h!2 Rep Factors Used:Yes Max Web CSI:0.028 Bearing D Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 111 -74 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x6 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 225 -193 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 4-5-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17212/T121/JACK Wheaton5 Custom Qty:4 FROM: DRW: J06 Wgt:11.9 lbs ... I ... 11/05/15 12 ' 5 V B 11 (-1) 23'0"15 I1112)(4AT illIllIl " r N N HB 2'6"8 14n §:,1 U. 207" D III 2X4 C r [ H H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 98 /54 /54 /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 I- /15 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 83 /44 /32 /- /56 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.74 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.299 C Min Brg Width Req= - B Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.015 Bearing D Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 59 32 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x6 SP#2 D-C 0 0 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 117 -83 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 2-9-7. NOTES: _ 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epvE;\, Michael G Kozlowski Jeffrey P Ameson Derek B Murray Iniarniiiril PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:171861 T97/EJAC Wheaton5 Custom Qty: 32 FROM: DRW: J04 Wgt:22.4 lbs ... / ... 1.1/05/15 B 24'8"15 5 12 '0 1113X4( )A d' T z IHB 6'8"8 111.11.111=.111.111111.1M 20'7" C 14X5 7' r 7' Loading Criteria fps!) Wind Criteria Snow Criteria(Pg.Pf in PSF) Doff/CS!Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 228 /137 /117 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 105 /- /35 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 193 /104 174 I- /136 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.58 ft Code 1 Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.873 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.455 B Min Brg Width Req= - MWFRS Parallel Dist:Oto h/2 Re Factors Used:Yes Max Web CSI: 0.067 Bearing D Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Wind A-B 111 -74 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#2 member design. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 Additional Notes D-C 0 0 Lumber value set"136"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 4-5-7. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Plating Notes - Plates extending outside the truss perimeter shall be A-D 225 -193 positioned within the tolerance specified on the plate placement polygon only,without use of TPI 1-2007 section 3.7.2.2 alternate positioning. Steel extending above the top chord or below the bottom chord may be trimmed or folded along the outer edge of that chord. Steel extending elsewhere beyond outermost truss members may be folded. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray WIEMZEORTI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:171841 T90/JACK Wheaton5 Custom Qty: 5 FROM: DRW: J03 Wgt:16.8 lbs ... / ... 11/05/15 B • VrsT 0 23'10'15 to 12- III 2X4A Zo ih M TI M HB 4'8"8 1 � ►( 1_4_2 07" .►� c I►14X5 5' 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) DefIICSl Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 A 999 240 D 163 /95 /84 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - 8 138 /74 /53 /- /96 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.16 ft Code/Misc Criteria Creep Factor:1.5 O Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.055 Bearing D Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber A-B 88 -53 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 184 -138 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-7-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A7/, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17180/T93/JACK Wheaton5 Custom Qty: 6 FROM: DRW: J01 Wgt:5.6 lbs ... / ... 1.1/05/15 12 5 B III 2X4q i0 22'2"15 HB 8"8 ti - CO 11111 I iiii 42O17u1 III 2X4 C 1 I ' 1 .1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in ioc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 33 /16 /17 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 15 /- /5 /- /_ /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 28 /15 /11 /- /18 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.33 ft Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.042 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.013 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.016 Bearing O Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.02F1.1028.19 Lumber Wind A-B 25 -11 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Top chord 2x4 SP#3 member design. Maximum Bot Chord Forces Per Ply Cubs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 Additional Notes D-C 0 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-11-7. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 55 -28 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray WEIIMCCIECEO PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:17262/T70/HIP_ Wheaton5 Custom Oty: 2 FROM: DRW: HJO6 Wgt:25.2 lbs ... / ... 1.1/05/15 E 12 :i412'6"14 4,62 ;:11 T 1112X4C T-4N 1112X4 C --a`r) ■ ] HB 1'6"9 :;i:1A 11'5"2 • iv 3X4 B ■III3X8(E5 0limn 11 H3X3 ,$,13 � ■ I zo G T- 1MINIMIMMII1112X4 ! (it) 10'1"2 J 2'7"15 1112X4 1'1" 1'6"9 r 27"15 I 3'8"15 sl 5'3"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.100 I 635 240 A 211 /74 /- /- /- /6.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.193 I 329 180 F 41 /8 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.051 C - - E 172 /67 I- I- l- /1.5 Des Ld: 32.00 EXP:C - HORZ(TL):0.098 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.591 F Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.118 E Min Brg Width Req= - Load Duration:1.25 P Bearing A Fcperp=565psi. Sparing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.198 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 118 -199 C-D 48 121 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is B-C 48 -128 D-E 62 24 Top chord 2x4 SP#2 2-9-4. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-J 81 -31 H-F 0 0 Lumber value set"13B"uses design values I-G 92 -34 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at 0.00 to 55 plf at 5.29 C-I 33 -26 H-D 51 0 BC-From 10 plf at 0.00 to 10 plf at 2.66 I-J 38 0 H-G 59 -16 BC-From 10 plf at 2.66 to 10 plf at 3.74 BC-From 10 plf at 3.74 to 10 plf at 5.29 TC- 80 lb Conc.Load at 2.69 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.29 BC 30 0.00 2.49 BC 15 2.49 3.74 BC 19 3.74 5.29 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei:7E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEON:17258/T58/HIP_ Wheaton5 Custom Qty: 2 FROM: DRW: HJ04 Wgt:21.0 lbs ... / ... $1105/15 12 2.12 B AT 11'6"8 3X4(A1) °O ss A 10'1"2 l► C 6'11"6 6'1 1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 157 /30 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 96 /- /4 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 C - - B 97 /36 1- I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.021 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code f Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.729 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.490 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 17 -18 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 1-8-14. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 6.95 BC-From 2 plf at 0.00 to 2 plf at 6.95 TC- 42 lb Conc.Load at 1.46 TC- 144 lb Conc.Load at 4.29 BC- 24 lb Conc.Load at 1.46 BC- 82 lb Conc.Load at 4.29 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.95 BC 75 0.15 6.95 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17254/T67/HIP_ • Wheaton5 Custom Qty: 3 FROM: DRW: HJ03 Wgt:22.4 lbs ... / ... 11/05/15 12 B 3.54 L/ 1 (1) 2710"12 v ti (V 3X4(81 A 67 Lc e 257" C 7'0"2 A- 7'0"2 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc LJdefl u# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 168 /78 I- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 99 /2 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - B 103 /78 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.022 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.87 ft Code/Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.808 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.516 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing A Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A-B 29 -31 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-7-4. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values A-C 0 0 approved 1/30/2013 by ALSC Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 7.01 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- 49 lb Conc.Load at 1.46 TC- 152 lb Conc.Load at 4.29 BC- 27 lb Conc.Load at 1.46 BC- 85 lb Conc.Load at 4.29 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 7.01 BC 75 0.10 7.01 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei::;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17250/T38/HIP_ ' Wheaton5 Custom Oty: 1 FROM: DRW: HJ01A Wgt:51.8 lbs ... I ... 11/05/15 5'0"6I 9'9"5 5'0"6 4'8"14 C 12 :' 24'8"8 3.54 p 0-4X5 B 0111 SXSA R o T � Y M _ :. 1 •-z E r, (I)207. F,2X4 4,8.14 =4X5 4,10"6 k'3X3D" 1 4'8"14 I 9'7"4 �'S Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.011 E 999 240 F 345 /70 /- I_ /., /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.023 E 999 180 D 371 /59 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 C - - C 89 /41 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.006 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.27 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.640 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.526 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.382 Bearing F Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 Lumber Additional Notes A B 125 -570 B-C 27 56 Value Set:136(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 4-5-0. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 F-E 10 -1 E-D 532 -125 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) A-F 75 -329 E-B 117 0 TC-From 2 plf at 0.00 to 2 plf at 9.77 A-E 550 -120 B-D 145 -616 BC-From 2 plf at 0.00 to 2 plf at 9.77 TC- 55 lb Conc.Load at 1.46 TC- 166 lb Conc.Load at 4.29 TC- 276 lb Conc.Load at 7.12 BC- 30 lb Conc.Load at 1.46 BC- 90 lb Conc.Load at 4.29 BC- 150 lb Conc.Load at 7.12 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 9.77 BC 115 0.00 9.61 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 'AIP7/( Michael G Kozlowski Jeffrey P Arneson Derek B Murray InglaCEEDRE PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17200/T35 I GABL ' Wheaton5 Custom Qty: 1 FROM: DRW: GE01 Wgt:60.2 lbs ... 1 ... 11/10/15 I- 311,18 I 148 I 648 I 7114"8I 9418 I 3'1118 • -I D=6X6 T12 5 V C E B i i F v N d 4 co 4X5(D1) A _ GE---4X5(D1) L K III1X4 0 S 010'1"2 3'11"81'4" 1'4" 1'4" 1'4" 3'11"8 1' 3111118 I 5,31,8 I 67"8 I 7'11„8 I 9,31.8 I 13'31, Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 H 999 240 A 1757 /130 /1514/- /61 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.379 H 410 180 G 1757 /130 /1514/- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.154 B - - A Min Brg Width Req= 1.7 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.785 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.390 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 538-2713 D-E 607 -2448 Wind Duration:1.60 WAVE VIEW Ver:15.01.02F1.1028.19 B-C 589-2510 E-F 589 -2510 Lumber Additional Notes C-D 607-2448 F-G 538 -2713 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for Top chord 2x4 SP M-30 gable wind bracing requirements. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-31 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 3-2-4. A-L 2309 -413 J-I 2291 -407 Lumber value set"138"uses design values L-K 2296 -409 I-H 2296 -409 approved 1/30/2013 by ALSC K-J 2291 -407 H-G 2309 -413 Special Loads Maximum Gable Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Gables Tens.Comp. Gables Tens. Comp. TC-From 255 plf at 0.00 to 255 plf at 6.63 TC-From 255 plf at 6.63 to 255 plf at 13.25 B-L 132 -404 I-E 79 -191 BC-From 10 plf at 0.00 to 10 plf at 13.25 C-K 79 -191 H-F 132 -404 Plating Notes D-J 1024 -256 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.15 13.10 BC 120 0.00 13.25 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eplitE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray LiCELECEDEE PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17370/T86/SY42 ' Wheaton5 Custom Qty: 1 FROM: DRW: FGE04 Wgt:33.6 lbs ... / ... 11/05/15 I—1'2"8_„I I-- 1'2,'8--I I--1'2"8- 1'3"---I A B C D E T s a L J} a 8 ti i_F "v 1-1 . 010'1"2 12X4 1112X4 5'9" 1 I" 5'9" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R I U /Rw /Rh 1 RL 1W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 E 999 360 K' 106 /- /- /- /- /69.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 E 999 240 K Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - Bearing K Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 E - - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.034 A-B 0 -1 C-D 0 -1 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.034 B-C 0 -1 D-E 0 -1 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Got Chord Forces Per Ply(lbs) Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes K-J 1 0 I-H 1 0 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. J-I 1 0 H-G 1 0 Top chord 4x2 SP#3 The overall height of this truss excluding overhang is Bot chord 4x2 SP#3 1-4-0. Maximum Web Forces Per Plylbs Webs 4x2 SP#3 (lbs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC L-K 0 -9 E-G 0 -58 A-K 0 -56 G-F 0 -9 Bracing Sheathing is required for any longitudinal(drag) Maximum Gable Forces Per Ply(lbs) forces.All connections to be designed by the building Gables Tens.Comp. Gables Tens. Comp. designer. Fasten rated sheathing to one face of this frame. B-J 0 -147 D-H 0 149 C-I 0 -127 Plating Notes All plates are 1X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 5.38 BC 63 0.12 5.38 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128'x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown.2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 ek E)( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17368/T102/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: FGE02 Wgt:106.4 lbs ... / ... 11/05/15 210"8 , 4'6"121 9'9"12' " , 11'5"4, 19'5"8 I ..2'10"8 1'8"4 53178 8'0"4 I—2,6"—^1 F-2'4.'12--{ (TYP) A =3X3 C m4X4 81 E =3X4 =4X4 151 I T2 =4X4.„......... ..1:r.K 1 10'1'2 S�� �Q W PX4 =3X3[10] =3 N[13) M V Zr =4X5 R =3X4 m4X5[17] L =3X4 r 19'5"8 1 I 19'5"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.097 E 999 360 S' 249 /65 /- I- /- /55.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 E 874 240 L' 340 /128 /- /- /- /34.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 D - - S Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.018 D - - M Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&M are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.902 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.732 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.320 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -1141 I:NA GCpi:NA Plate Type(s): B-C 437 0 G-H 0 -1141 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 448 0 H-I 503 0 Lumber Additional Notes D-E 0-1142 I-J 503 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-F 0-1153 Top chord 4x2 SP#3:T2 4x2 SP#2: STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP#3 recommendations. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values The overall height of this truss excluding overhang is S-R 0 -414 0-N 1153 0 approved 1/30/2013 by ALSC 1-4-0. R-Q 0 -873 N-M 631 0 Plating Notes 0-P 658 0 M-L 0 -3 P-O 658 0 All plates are 2X4 except as noted. Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite T-S 0 -10 F-N 0 -217 [8] 4X4 2.25 L 1.25 [10] 3X3 1.25 R 1.25 A-S 0 -109 N-H 566 0 [13] 3X3 1.25 L 1.25 [15] 4X4 2.25 R 1.25 S-B 459 0 H-M 0 -1155 [17] 4X5 1.25 R 1.25 B-R 0 -440 I-M 0 -297 Purlins C-Q 0 -223 M-J 0 -557 Q-D 0-1150 J-L 135 0 In lieu of structural panels or rigid ceiling use purlins D-0 538 0 L-K 0 -10 to laterally brace chords as follows: 0-E 0 -201 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 18.96 BC 120 0.13 18.96 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples.through wide face:or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:2 SEQN:17404/T11/FLAT Wheaton5 Custom Qty: 1 FROM: DRW: FG03 Wgt:39.2 lbs / ... 11/05/15 4X5 III 2X4 A B ir 0 10'1"2 D� C 3'6"8 =4X5 X4 3'6"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 D 637 I- l- /- /- l 5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 C 637 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - D Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 B - - C Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.793 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.065 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.138 Chords Tens.Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0 -28 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 Maximum Bot Chord Forces Per Ply(lbs) Lumber Purlins Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins D-C 29 0 Top chord 2x4 SP#2 to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 0.00 3.54 Maximum Web Forces Per Ply(lbs) BC 42 0.00 3.54 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. A-D 0 -310 B-C 0 -310 Nailnote The TC of this truss shall be braced with attached A-C 2 -2 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @,7.25"o.c. Hangers 1 Ties Bot Chord:1 Row @12.00"o.c. Recommended hanger connections are based on Webs :1 Row @ 4"o.c. manufacturer tested capacities and calculations. Use equal spacing between rows and stagger nails Conditions mayexist tht require different in each row to avoid splitting. connections than indicated.Refer to manufacturer Special Loads publication for additional information. ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Bearing at location x=3'3"8 ,y=10'1"2 uses the following TC-From 350 plf at 0.00 to 350 plf at 3.54 support conditions: BC-From 10 plf at 0.00 to 10 plf at 3.54 Bearing C (3'3"8,10'1"2)HTU26-2 Supporting Member:(2)2x6 SP SS Dense Plating Notes (20)0.148"x3"nails into supporting Plates sized for a minimum of 4.00 s in./ iece. member, q P (14)0.148"x3"nails into supported Additional Notes member. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ITIIMEEINI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:2 SEQN:17388/162/COMN Wheaton5 Custom Qty: 1 FROM: DRW: FG01 Wgt:172.2 lbs ... / ... 11/05/15 5'3"8I 10'3"8 17714 14'9"8 5'3"8 5' 24"6 I 2'1"10 - 1112X4 E 5 i 12 $4X5 C to b li.:6 N IU3X3 w5XSG T2 =6X10 DT-3'8"6 63X4 6 F m 3X8 H 1113X8(E5)A �'U� - T ET iI III I! 1 ■ - •r_r_r_r_r__ 10'1"2 _5X5 1112X4K X10 -=-4X8 . IUI3X4 L- 5'3"8 { 4'10"4 11.0"101 I 1'9"10 C 5'3"8 10'1"12 11'7' 1,9„8 14'9"8 • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt in PSF) Def/CSI Criteria 1711'1tlllaximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.159 E 999 240 A 1118 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.313 E 566 180 I 2110 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.064 E - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.127 E - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings A&I Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.536 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.866 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.819 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: A-B 0-1043 D-F 0 -2836 I:NA GCpi:NA Plate Type(s): B-C 0-1010 F-G 0 -2804 Wind Duration:NA WAVE VIEW Ver:15.01.02F1.1028.19 C-E 6 -93 G-H 0 -1465 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SF'M-30 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.29 14.50 A-M 898 0 K-J 1733 0 Webs 2x4 SP#3:W5 #2: BC 120 -0.29 14.50 M-L 2773 0 J-I 13 0 Lt Slider 2x4 SP#3:BLOCKLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers L-K 2861 0 Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Nailnote Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails C-M 415 0 F-K 0 -162 Top Chord:1 Row @ 7.25"o.c. C-D 0 -926 K-G 1317 0 Bot Chord:1 Row @12.00"o.c. M-D 0-1897 G-J 0 -994 Webs :1 Row @ 4"o.c. 0-L 0 -320 J-H 1668 0 Use equal spacing between rows and stagger nails D-E 0 94 I-H 0 -1016 in each row to avoid splitting. Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 102 pIf at -1.38 to 102 plf at 10.29 TC-From 352 plf at 10.29 to 352 pIf at 14.79 BC-From 10 plf at 0.00 to 10 plf at 14.79 BC- 452 lb Conc.Load at 10.81 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes The overall height of this truss excluding overhang is 5-0-6. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17365/T51/SY42 Wheaton5 Custom Qty: 1 FROM: DRW: F11 Wgt:71.4 lbs ... / ... 11/05/15 I" 5.8,. 11.3„ 5 8 56" H Y"1 j----Z6' -'I (n'P) 1111X3 - 3X3 A B X5 =3X3 D =t C 111X3 =4X4j13] U ,r e9. ...1 _ 1 2-7„, 11'2"2 T 1 ' ' 1--,i i O 101'2 1111X3 .---3X8 1111 X3 =3X8 0 N 1111XK 3 11124 A 11'3" A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P/in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.105 M 999 360 A 616 /- /- /- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.164 M 807 240 J 606 I• /- /- I- /1.4 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 H - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.023 H - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.825 Bearing J Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.429 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.591 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 E-F 0 -1399 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 B-C 0-1138 F-G 0 -1070 Lumber Additional Notes C-D 0-1108 G-H 0 -1070 Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging D-E 0-1138 Top chord 4x2 SP#2 recommendations. Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. ++Anchorage req'd to prevent truss from slipping off Lumber value set"13B"uses design values bearing. O-N 0 -1 L-K 1399 0 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is N-M 1397 0 K-J 63 0 Plate Shift Table 1-4-0. M-L 1399 0 JT Plate Lateral Chord JT Plate Lateral Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. (13) 4X4 1.25 R 1.25 O-B 34 0 F-K 0 -364 Purlins B-N 1240 0 G-K 0 -293 In lieu of structural panels or rigid ceiling use purlins D-N 0 -348 K-H 1114 0 to laterally brace chords as follows: N-E 0 -287 H-J 0 -556 Chord Spacing(in oc) Start(ft) End(ft) E-M 51 0 J-I 0 -38 TC 24 -0.29 10.71 L-F 28 -8 BC 120 0.00 10.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge.1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEMZEEIREI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17363/T43/SY42 Wheaton5 Custom Qty: 2 FROM: DRW: F09 Wgt:89.6 lbs ... I ... 1/05115 I' 82" I 9'7" I 15'11" 8,2 1'5„ 6.4,. "1 (TYP) III 1X3 =3X4[12) Ag5X7 =3X3p i.X4 III p(3 III6(4 H 1111X3 =4X[15] 37.4 Imo _ r� K 212 T 011'2"2 71 1111X3 =4X8[6] =3X3 III 3X3 =4X8[14) L 1 [ 10'12 Q P 0 N M 1112X4 r 15'11" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.294 F 635 360 A 866 /- /- /- I- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.458 F 407 248 L 870 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.036 J - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.056 J - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.960 Bearing L Fcperp=565psi. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.616 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.910 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 0 F-G 0 -2706 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 B-C 0-1753 G-H 0 -2693 Lumber Additional Notes C-D 0-1717 H-I 0 -1554 DValue Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail E-E 0-1700 I-J 0 -1554 STRBRIBR1014 for bracingand bridgingE-F 0-2700 Top chord 4x2 SP M-302 recommendations. Bot chord 4x2 SP Webs 4x2 SP#3 Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-4-0. Q-P 0 -1 N-M 2459 0 P-O 2503 0 M-L 0 -1 Plate Shift Table O-N 2706 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [6] 4X8 4.25 L 1.25 [12) 3X4 2.25 R 1.25 Webs Tens.Comp. Webs Tens. [14] 4X8 3.75 R 1.25 [15] 4X5 1.25 R 1.25 Comp. Q-B 20 0 N-H 611 0 Purlins B-P 1911 0 H-M 0 -1001 i In lieu of structural panels or rigid ceiling use puffins D-P 0 -352 I-M 0 -300 to laterally brace chords as follows: P-E 0 -829 M-J 1719 0 Chord Spacing(in oc) Start(ft) End(ft) E-O 474 -58 J-L 0 -805 TC 24 -0.12 15.54 O-F 18 -145 L-K 0 -44 BC 120 0.17 15.54 G-N 0 -373 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.29"DL:0.21".See detail DEFLCAMB1014 for camber recommendations. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples.through wide face:or(3)qty.16-Gauge,1" Crown(minimum).1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17380/T64/SY42 ' Wheaton5 Custom Qty: 1 FROM: DRW: F06 Wgt:106.4 lbs / ... 11/05/15 • 10'6" 11'7"$ 19,9" 10'6" I 1' 1"81 8,1"8 'I I-2'6"--I (TYP) Ag C =3X4 E =3X4 G =4X8 1111 =41X3 X8 T T Q j _ _ J �. J- + � 10'1"2 3X8(5) =3X3 =3X8[12) O N M L KFil 3X8 =4X10 1 19'9" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.420 E 548 360 P 1067 I- /- /- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.657 E 350 307 K 1574 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.079 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.472 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.605 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.718 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -4090 I:NA GCpi:NA Plate Type(s): B-C 0-3286 F-G 0 -3269 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 0-3286 G-H 0 -3269 Lumber Camber D-E 0-4086 H-I 63 0 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.42"DL:0.24'.See detail Top chord 4x2 SP M-31 DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 End Vertical Attachment Lumber value set"13B"uses design values Attach notched end vertical(s)to next end vertical P-O 1923 0 M-L 4086 0 g using(3) 10dboxorO-N 4011 0 L-K 1916 0 approved 1/30/2013 by ALSC qty. (0.128"x3"min)gun nails,or N-M 4090 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Special Loads staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Webs Tens.Comp. Webs Tens. Comp. TC-From 100 plf at 0.12 to 100 plf at 19.50 BC-From 10 plf at 0.00 to 10 plf at 19.75 Additional Notes Q-P 0 -10 M-F 82 0 BC- 506 lb Conc.Load at 19.63 +2x6 continuous strongback.See detail A-P 0 -106 F-L 0 -903 STRBRIBR1014 for bracingand bridging P-B 0-2137 G-L 0 -225 Plating Notes 9 9 recommendations. B-0 1507 0 L-H 1496 0 All plates are 2X4 except as noted. Truss must be installed as shown with top chord up. C-O 0 -235 H-K 0 -2184 0-D 0 -802 I-K 0 -187 Plate Shift Table The overall height of this truss excluding overhang is D-N 89 0 K-J 48 -441 JT Plate Lateral Chord JT Plate Lateral Chord 1-4-0. N-E 43 -67 No Size Shift Bite No Size Shift Bite [5] 3X8 4.25 L 1.25 [12) 3X8 4.00 R 1.25 Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 19.25 BC 120 0.12 19.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. f NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 epvE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEAN:17378/T79/SY42 Wheaton5 Custom Qty:4 FROM: DRW: F04 Wgt:106.4 lbs ... I ... 11/05/15 I- 10,6„ 11,7"$$ 19,9" 10'6" � 1'1„8] 8,1„8 .I I"_2,6"--I (TYP) A =4X8 c =3X4 E =3X4 G =4X8 1111X3 T �e Q� -4"................... _J 10'1"2 3X8[5] =3X3 =3X8[12] P O N M L Kr 3X8 =4X10 A 19'9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.420 E 549 360 P 1066 /- /- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.657 E 350 307 K 1705 /- /- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.079 B - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings P&K Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.473 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.605 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.716 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 E-F 0 -4080 I:NA GCpi:NA Plate Type(s): B-C 0-3281 F-G 0 -3256 Wind Duration:NA WAVE VIEW Ver:15.01.02F.0923.22 C-D 0-3281 G-H 0 -3256 Lumber Camber D-E 0-4076 H-I 81 0 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.42"DL:0.24".See detail Top chord 4x2 SP M-31 DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-31 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 End Vertical Attachment Attach notched end verticals to P-O 1920 0 M-L 4076 0 Lumber value set"13B"uses design values ( ) next end vertical O-N 4004 0 L-K 1900 0 approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or N-M 4080 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Special Loads staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Webs Tens.Comp. Webs Tens. Comp. TC-From 100 pff at 0.12 to 100 plf at 19.50 BC-From 10 plf at 0.00 to 10 plf at 19.75 Additional Notes Q-P 0 -10 M-F 83 0 BC- 636 lb Conc.Load at 19.63 +2x6 continuous strongback.See detail A-P 0 -106 F-L 0 -906 STRBRIBR1014 for bracingand bridging P-B 0-2134 G-L 0 -225 Plating Notes 9 9 recommendations. B-0 1504 0 L-H 1499 0 All plates are 2X4 except as noted. Truss must be installed as shown with top chord up. C-0 0 -235 H-K 0 -2187 O-D 0 -799 I-K 0 -207 Plate Shift Table The overall height of this truss excluding overhang is D-N 89 0 K-J 62 -553 JT Plate Lateral Chord JT Plate Lateral Chord 1-40. N-E 43 -66 No Size Shift Bite No Size Shift Bite [5] 3X8 4.25 L 1.25 [12] 3X8 4.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 19.25 BC 120 0.12 19.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray iniCEEECIEE PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:1 SEQN:17361/T100/SY42 Wheaton5 Custom Qty: 8 FROM: DRW: F02 Wgt:103.6 lbs ... / ... 11/05/15 F 10'6" 11'7" 19'5"8 10'6" 1'1" 710"8I f—2,6"—H (TYP) 1112X4 =4X8 1112X4 =3X4 III 2X4 =3X4 1112X4 =4X81112X4 T Ili p` 1 1 10'1„2 411 0 =3Xr8(5] =3X3[7) L =3X8[12 ) =3X8 =3X8 1112X4 1 19'5"8 j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind SW: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.421 E 547 360 O 1072 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.658 E 350 307 J 1056 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.079 B - - J Min Brg Width Req= NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing 0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.435 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.549 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0” MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.723 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 E-F 0 -4132 I:NA GCpi:NA Plate Type(s): B-C 0-3304 F-G 0 -3337 Wind Duration:NA WAVE VIEW Ver.15.01.02F.0923.22 C-D 0-3304 G-H 0 -3337 Lumber End Vertical Attachment D-E 0-4129 H-I 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each O-N 1932 0 L-K 4128 0 Lumber value set"13B"uses design values narrow face. N-M 4039 0 K-J 2006 0 approved 1/30/2013 by ALSC M-L 4132 0 Plate Shift Table Additional Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) JT Plate Lateral Chord JT Plate Lateral Chord STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite recommendations. [5) 3X8 4.25 L 1.25 [71 3X3 1.25 R 1.25 Truss must be installed as shown with to chord u P-O 0 -10 M-E 44 -125 [12) 3X8 4.00 R 1.25 p p. A-O 0 -106 L-F 164 -62 The overall height of this truss excluding overhang is 0-B 0-2146 F-K 0 -1031 Purlins 1-4-0. B-N 1517 0 G-K 12 -272 In lieu of structural panels or rigid ceiling use purlins C-N 0 -235 K-H 1472 0 to laterally brace chords as follows: N-D 0 -813 H-J 0 -2208 Chord Spacing(in oc) Start(ft) End(ft) D-M 498 -272 I•J 0 109 TC 24 0.12 19.33 BC 120 0.12 19.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Camber Max JT VERT DEFL:LL:0.42"DL:0.27".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ILEICIIIIIMMEI PE No.60839 PE No.58544 PE No.71457 ABCC34 Ply:2 SEQN:17344/T1/FLOO Wheaton5 Custom Qty: 1 FROM: DRW: 805 Wgt:0.0 lbs ... / ... 11/05/15 T dCB ASD O10'1"2 6'8" 6'8" �{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 240 C 641 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 180 D 452 /- /- /- /- /- BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearing C Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.000 Load Duration:1.00 BCDL:NA psf Max BC CSI: 0.000 Maximum Bot Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Max Web CSI:0.000 Chords Tens.Comp. C&C Dist a:NA ft Mfg Specified Camber: B-A 0 0 I:NA GCpi:NA Wind Duration:NA VIEW Vet:15.01.02F1.1028.19 Lumber Floor Joist Header:1.750'x16.0"2.0E Microllam LVL 2.0E Microllam LVL design properties based on ICC ES ESR-1387,Reissued 1 Dec.2012. Nailnote Nail Schedule:0.131'x3",min.nails Member : Rows©_ "o.c.(Each Row) Use equal spacing between rows and stagger nails in each row to avoid splitting. Warning:Fastening of plies required"' Special Loads ---(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) From 8 plf at 0.00 to 8 plf at 6.67 BC- 348 lb Conc.Load at 0.73,2.73,4.73 Hangers/Ties (J)Hanger Support Required,by others Additional Notes Deflection meets U240 live and U180 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing, include BCSI 1-03,should be used in conjunction with the architectural plans during installation. If BCSI 1-03 has not been shipped to the site with the component pictured on this page. Please contact Apex Technology for a free copy. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 k j F 0 R T E MEMBER REPORT Level.B02 PASSED 4 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Overall Length: 19 11 0 1_ 1 -- 1 . _1 1. 1 1 1 l___l - 19 11 0 W x 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results,. Actual 0 Location Allowed Result LDF Load:Combination(Pattern) 1 System:Floor Member Reaction(lbs) 10527 @ 19 7 0 21753(5.50") Passed(48%) -- 1.0 D+ 1.0 Lr(All Spans) Member Type:Flush Beam Shear(lbs) 9532 @ 18 1 8 26600 Passed(36%) 1.25 1.0 D+1.0 Lr(All Spans) Buiding Use:Residential Moment(Ft-lbs) 50393 @ 9 6 2 77785 Passed(65%) 1.25 1.0 D+ 1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.430 @ 9 11 10 0.642 Passed(L/538) -- 1.0 D+1.0 Lr(All Spans) Design Methodology gy:ASD Total Load Defl.(in) 0.751 @ 9 11 10 0.962 Passed(L/308) -- 1.0 D+1.0 Lr(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Bracing(Lu):All compression edges(top and bottom)must be braced at 12 4 9 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. _ Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Rr°Ve Total Accessories 1-Stud wall-SYP 5.50" 5.50" 2.31" 4002 5145 9147 Blocking 2-Stud wall-SYP 5.50" 5.50" 2.66" 4520 6007 10527 Blocking •Blocking Panels are assumed to cany no loads applied directly above them and the full load Is applied to the member being designed. I Tributary Dead Roof Live Loads Location 1 Width (0.90) (non-snow 1.25) Comments 1-Uniform(PLF) 0 0 0 to 19 11 0 : N/A 100.0 r - Wall 2-Uniform(PLF) 0 0 0 to 19 11 0 N/A 15.0 - Floor Load 3-Point(Ib) 10 0 N/A 77 128 301 4-Point(Ib) 3 0 0 N/A 80 133 302 5-Point(Ib) 5 0 0 N/A 101 168 303 6-Point(Ib) 7 0 0 N/A 1069 1782 104 7-Point(Ib) 9 0 0 N/A 406 677 TOS 8-Point(lb) 110 0 N/A 426 710 106 9-Point(Ib) 13 0 0 N/A 406 677 T07 10-Point(Ib) 15 0 0 N/A 406 677 T08 11-Point(Ib) 17 0 0 N/A 426 710 T09 12-Point(Ib) 18 3 8 N/A 426 710 T10 13-Uniform(PLF) 0 0 0 to 19 11 0 N/A 90.0 240.0 Conventional Framing j Weyerhaeuser Notes trs'SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. moi' Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes —I11/5/2015 1:39:49 PM Forte v5.0,Design ign Engine:V6.4.0.40 Apex Technology ABCC34.4te (904)821-5200 shierlyn@apextechnology.com Page 1 of 1 -a Ri mm z" < CnOD D m -I om m -i < r . US m lJ ' T N O ^yz. 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CIA / mEcn' / 2 $/ \ ? 2 \ k // � 22 S Z ? « m §\ I014 m > \ ?/\ z q CO G / -I S q2 CX I w ® E mA Z" / n 9' 8"- 12'0" /o / ° D MI G7 $° Z Ote7m ,..r- 77 • D G) 2 , Z D CO D CO zT z A _ 3"NP m m z-o O I ZJ 73 =N C co-. _ C C y a i'Co • -- " U U CO S. n_ m mm VU).a < 3,8" CO CO0 wOn c20 0M'z 9 C a? - - C9.IA , -Iz - y Z [ Yr ZZ _cIpM Dmvz N o A m/co 77 v N p ,\ Ca O / mp i Dx n O Dmm N< DxNr' m • � Zr D is C nDO * : U - -_ ncp °oHz H Z ° 0 � ' m ; O ; pH 71 C° Z = zo > i m ° x m N x m N C 1- co N � � N � Cn � C oD = , CO = D W b m n Cm mDIz? mm ms , M Ti r > o CO Wo N nm _ zo 0Zzmm G7 o =A ' U) DZ -1 , p� °' QzoO Np r -m-ID -IZ G) 0 om � = 13CLo OD W 'Alm mmcnm r— r. Z O n m—1OC7z77 xZ m � DOZ CD CD � � o � � U) CD z T C cn 2 D 0 I Cm!) * ,Um) oN prn0 ' m CO ,� m m <a �_ \ z7, D2 Won `210 n CO 0v) m < 0 001-0 � O0 -0 --1 Co mp = imp col 0 —, O ---+ r� < c_nmDrr— x z z o r`) z \ xz ► G) mDp N OT rz z cn p i -� -+ _ �' 00 �7X D vN Goy m w u) rn 6A - m0 comco z z ; z O . , • 0 x m '" x m N C) r D p D p M zimp m z c72= D W = D CO 0 yp 0 00 � O � 73 r r m m � m m � OD m m 0 X o co m z p0 - 0 Job#ABCC34 BEARING INFORMATION WOODFLOOR QTY SPAN 1 DESCRIPTION I BRG# REACTION UPLIFT 5 1211"00 F01 SY42 0.00/12 Pitch 1 -Ply 1 697.92 0.00 2 697.92 0.00 8 19'05"08 F02 SY42 0.00/12 Pitch 1 -Ply 1 1071.51 0.00 2 1056.40 0.00 2 19'09"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 1063.98 0.00 2 1936.64 0.00 4 19'09"00 F04 SY42 0.00/12 Pitch 1 -Ply 1 1065.97 0.00 2 1705.48 0.00 1 19'09"00 F05 SY42 0.00/12 Pitch 1 -Ply 1 1066.14 0.00 2 1685.12 0.00 1 19'09"00 F06 SY42 0.00/12 Pitch 1 -Ply 1 1067.10 0.00 2 1574.19 0.00 8 1606"04 F08 SY42 0.00/12 Pitch 1 -Ply 1 854.96 0.00 2 839.82 0.00 2 15'11"00 F09 SY42 0.00/12 Pitch 1 -Ply 1 865.61 0.00 2 869.80 0.00 4 11'09"00 F10 SY42 0.00/12 Pitch 1 -Ply 1 636.44 0.00 2 640.64 0.00 1 11'03"00 F11 SY42 0.00/12 Pitch 1 -Ply 1 616.27 0.00 2 606.07 0.00 1 09'03"00 F12 SY42 0.00/12 Pitch 1 -Ply 1 506.29 0.00 2 496.06 0.00 1 12'11"00 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.80 0.00 2 1322.03 0.00 1 19'05"08 FGE02 SY42 0.00/12 Pitch 1 -Ply 1 1152.14 0.00 2 963.27 0.00 1 1606"04 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 1682.29 0.00 1 05'09"00 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 607.63 0.00 1 05'06"04 FGE05 SY42GABL 0.00/12 Pitch 1 -Ply 1 582.29 0.00 Total of Trusses 253 Maximun Height 0711"09 Page 5 of 5 Job#ABCC34 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 80.24 3$.00 4 05'00"00 J20 JACK 5.00/12 Pitch 1 -Ply 1 162.92 29.00 2 69.69 19.00 3 97.77 52.00 1 31'03"00 T01 HIPS 5.00/12 Pitch 1 -Ply 1 1266.27 610.00 2 4169.13 2041.00 3 565.51 248.00 1 31'03"00 T02 HIPS 60.00/12 Pitch 1 -Ply 1 524.46 237.00 2 1249.67 628.00 3 339.46 125.00 1 31'03"00 T03 HIPS 5.00/12 Pitch 2-Ply 1 -319.33 69.00 2 5872.98 2183.00 3 3563.83 1292.00 1 33'03"00 T04 HIPM 5.00/12 Pitch 2-Ply 1 2785.25 887.00 2 3299.16 1057.00 1 33'03"00 T05 HIPM 60.00/12 Pitch 1-Ply 1 1083.36 491.00 2 1083.36 529.00 1 33'03"00 TO6 HIPS 5.00/12 Pitch 1 -Ply 1 1137.45 349.00 2 1135.93 348.00 1 33'03"00 T07 HIPS 5.00/12 Pitch 1 -Ply 1 1080.63 347.00 2 1086.08 346.00 1 33'03"00 T08 HIPS 5.00/12 Pitch 1 -Ply 1 1080.63 334.00 2 1086.08 335.00 1 33'03"00 109 SPEC 5.00/12 Pitch 1 -Ply 1 1261.53 383.00 2 1141.85 327.00 1 33'03"00 T10 SPEC 5.00/12 Pitch 1 -Ply 1 1294.76 380.00 2 1155.29 329.00 1 33'03"00 T11 SPEC 5.00/12 Pitch 1 -Ply 1 1294.84 394.00 2 1158.54 329.00 1 33'03"00 T12 SPEC 5.00/12 Pitch 1 -Ply 1 1277.27 437.00 2 1162.04 290.00 1 33'03"00 T13 SPEC 0.00/12 Pitch 1 -Ply 1 1080.63 465.00 2 1086.08 299.00 1 33'03"00 T14 SPEC 0.00/12 Pitch 1 -Ply 1 2653.19 885.00 2 4509.69 1243.00 1 17'00"00 T15 FLAT 0.00/12 Pitch 1 -Ply 1 544.00 304.00 2 544.00 304.00 1 17'00"00 T16 FLAT 0.00/12 Pitch 1 -Ply 1 1703.62 594.00 2 1449.10 488.00 1 09'07"08 T17 FLAT 0.00/12 Pitch 1 -Ply 1 1084.73 331.00 2 2012.95 743.00 1 19'11"00 T18 COMN 5.00/12 Pitch 1 -Ply 1 648.95 194.00 2 648.95 194.00 1 19'11"00 T19 HIPS 5.00/12 Pitch 1 -Ply 1 648.95 320.00 2 648.95 320.00 1 1911"00 T20 HIPS 5.00/12 Pitch 1 -Ply 1 1609.11 541.00 2 1609.14 541.00 1 13'07"00 T21 HIPS 5.00/12 Pitch 1-Ply 1 884.79 380.00 2 881.90 368.00 6 13'07"00 T22 COMN 5.00/12 Pitch 1 -Ply 1 443.28 112.00 Page 3 of 5 Job#ABCC34 BEARING INFORMATION WOODTRUSS QTY SPAN DESCRIPTION ( BRG# REACTION UPLIFT 1 14'09"08 FG01 COMN 5.00/12 Pitch 2-Ply 1 1118.41 0.00 2 2109.71 0.00 1 10'03"08 FG02 HIPM 3.50/12 Pitch 2-Ply 1 2638.16 0.00 2 2770.94 0.00 1 03'06"08 FG03 FLAT 0.00/12 Pitch 2-Ply 1 637.50 0.00 2 637.50 0.00 1 13'03"00 GE01 GABL 5.00/12 Pitch 1-Ply 1 1756.73 133.00 2 1756.73 133.00 2 09'09"05 HJ01 HIP_JACK 60.00/12 Pitch 1-Ply 1 345.22 70.00 2 371.11 60.00 3 89.30 42.00 1 09'09"05 HJ01A HIP_JACK 60.00/12 Pitch 1-Ply 1 345.22 70.00 2 371.11 60.00 3 89.30 42.00 2 09'09"05 HJO2 HIP_JACK 60.00/12 Pitch 1-Ply 1 345.23 71.00 2 370.67 60.00 3 89.73 42.00 3 07'00"02 HJO3 HIP_JACK 3.54/12 Pitch 1-Ply 1 168.37 79.00 2 99.21 2.00 3 103.26 78.00 1 07'00"02 HJO3A HIP_JACK 3.54/12 Pitch 1-Ply 1 166.53 39.00 2 99.44 0.00 3 102.45 43.00 2 0611"06 HJ04 HIP_JACK 2.12/12 Pitch 1 -Ply 1 156.86 31.00 2 96.10 0.00 3 96.80 37.00 1 09'10"01 HJO5 HIP_JACK 3.54/12 Pitch 1 -Ply 1 332.68 98.00 2 343.58 78.00 3 86.08 51.00 2 05'03"08 HJO6 HIP_JACK 4.62/12 Pitch 1-Ply 1 211.31 74.00 2 41.25 8.00 3 171.53 67.00 2 05'04"15 HJO7 HIP_JACK 4.62/12 Pitch 1 -Ply 1 121.77 27.00 2 41.08 5.00 3 80.70 22.00 6 01'00"00 J01 JACK 5.00/12 Pitch 1 -Ply 1 32.59 17.00 2 15.00 0.00 3 27.59 15.00 6 03'00"00 J02 JACK 60.00/12 Pitch 1 -Ply 1 97.75 56.00 2 45.00 0.00 3 82.75 44.00 5 05'00"00 J03 JACK 60.00/12 Pitch 1-Ply 1 162.92 96.00 2 75.00 0.00 3 137.92 74.00 1 05'00"00 JO3A JACK 60.00/12 Pitch 1 -Ply 1 162.92 96.00 2 75.00 0.00 3 137.92 74.00 32 07'00"00 J04 EJACK 60.00/12 Pitch 1-Ply 1 228.08 137.00 2 105.00 0.00 3 193.08 105.00 Page 1 of 5 Riverside Homes Site Information Atlantic Beach Country Club 34 Duval yeloo 3380 Structural Engineer of Record 'AIIFP7;\( ... Derek B. Murray PE No. 71457 4745 Sutton Park Court,Suite 402 Jacksonville, FL 32224 TECHNOLOGY WIND LOADING (Cd=1.6) ROOF LOADING (Cd=1.15) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 140 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure B BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 102 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE 91 ABCC34 110A 11/5/2015 121 ABCC34 104 11/5/2015 151 ABCC34 T19 11/5/2C 92 ABCC34 J10A 11/5/2015 122 ABCC34 104 11/5/2015 152 ABCC34 T19 11/5/2C 93 ABCC34 J11 11/5/2015 123 ABCC34 105 11/5/2015 153 ABCC34 T20 11/5/2C 94 ABCC34 J11 11/5/2015 124 ABCC34 105 11/5/2015 154 ABCC34 T20 11/5/2C 95 ABCC34 J11A 11/5/2015 125 ABCC34 106 11/5/2015 155 ABCC34 T21 11/5/2C 96 ABCC34 J11A 11/5/2015 126 ABCC34 106 11/5/2015 156 ABCC34 T21 11/5/2C 97 ABCC34 J12 11/5/2015 127 ABCC34 107 11/5/2015 157 ABCC34 T22 11/5/2C 98 ABCC34 J12 11/5/2015 128 ABCC34 T07 11/5/2015 158 ABCC34 T22 11/5/2C 99 ABCC34 113 11/5/2015 129 ABCC34 T08 11/5/2015 159 ABCC34 T23 11/5/2C 100 ABCC34 J13 11/5/2015 130 ABCC34 TO8 11/5/2015 160 ABCC34 T23 11/5/2C 101 ABCC34 J14 11/5/2015 131 ABCC34 109 11/5/2015 161 ABCC34 T24 11/5/2C 102 ABCC34 J14 11/5/2015 132 ABCC34 109 11/5/2015 162 ABCC34 T24 11/5/2C 103 ABCC34 J15 11/5/2015 133 ABCC34 T10 11/5/2015 163 ABCC34 T25 11/5/2C 104 ABCC34 J15 11/5/2015 134 ABCC34 T10 11/5/2015 164 ABCC34 T25 11/5/2C 105 ABCC34 J16 11/5/2015 135 ABCC34 111 11/5/2015 165 ABCC34 T26 11/5/2C 106 ABCC34 116 11/5/2015 136 ABCC34 T11 11/5/2015 166 ABCC34 126 11/5/2C 107 ABCC34 J17 11/5/2015 137 ABCC34 T12 11/5/2015 167 ABCC34 T27 11/5/2C 108 ABCC34 J17 11/5/2015 138 ABCC34 T12 11/5/2015 168 ABCC34 T27 11/5/2C 109 ABCC34 J18 11/5/2015 139 ABCC34 113 11/5/2015 169 ABCC34 T28 11/5/2C 110 ABCC34 J1,8 11/5/2015 140 ABCC34 T13 11/5/2015 170 ABCC34 T28 11/5/2C 111 ABCC34 J19 11/5/2015 141 ABCC34 114 11/5/2015 171 ABCC34 T29 11/5/2C 112 ABCC34 J19 11/5/2015 142 ABCC34 114 11/5/2015 172 ABCC34 T29 11/5/2C 113 ABCC34 J20 11/5/2015 143 ABCC34 115 11/5/2015 173 ABCC34 T30 11/5/2C 114 ABCC34 J20 11/5/2015 144 ABCC34 T1,5 11/5/2015 174 ABCC34 130 11/5/20 115 ABCC34 101 11/5/2015 145 ABCC34 T16 11/5/2015 175 ABCC34 T31 11/5/20 116 ABCC34 101 11/5/2015 146 ABCC34 T16 11/5/2015 176 ABCC34 T31 11/5/2C 117 ABCC34 T02 11/5/2015 147 ABCC34 T17 11/5/2015 177 ABCC34 T32 11/5/2C 118 ABCC34 102 11/5/2015 148 ABCC34 T17 11/5/2015 178 ABCC34 T32 11/5/2C 119 ABCC34 103 11/5/2015 149 ABCC34 T18 11/5/2015 179 ABCC34 T32D 11/5/2C 120 ABCC34 103 11/5/2015 150 ABCC34 T18 11/5/2015 180 ABCC34 732D 11/5/2C Apex Technology Apex Technology is a ficticious name owned by Jax Apex Technology.Inc.,a Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402 Jacksonville,FL 32224(904)821-5200 The seal on this innex sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed above and attache(l.�Jhe suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI 1- 2002 Sectio n�' With my seal'affixed to thuFsbeet,I hereby certify that this serves as an index sheet in conformance with Rule 61G15-23.002(2)and 61615• 31.003 of the FlQrfda Board gProfessional Engineers 11/5/2015 aJ - ad agsoiaae gianbaa uapand said 09 ap sew soueA �,,/ , d3Il3VHd VN3n9 30 VIn7 V7 30 N31/111153k1 V(OH I V��N31.�3AQd� •sozrpe,on A empewie e!e 11111101, I I I II I I I 70or opeaq e apes Ja sozweron ow as O 3/ �� eget'as eaJe ua ease/se/)ua)sozrpe/oS ua wed as ON• I sassn4 sol ap opeuwewle A ofauew p woos epe/ 5609 rano (e1aP ugnewJoJor w�...BOO opa/lq H earl U pue ssnA 341 �, sassrul 01 W!Idde uaaq set'6u!y1ea4S IBinpnAS �` to gem al!sgo(Pus 6u!IPue4 01 6u!wel,ad 'sassnq !nun 56umpano ssnA uo puels ION 00 uopeuuoJul Pallelap atow JOJ,..IS)8 01iaJal) Ieuoll!PPe )o uopaaia •sonans sassnl)u5 aulwe)ON •aluapwe lap sopa5owd wed sapanbed so/eJgm sJoleq •sassnil paaeiqun uo>lem ION 00 lir, 'euewas eun ap sew Jod sopepuen6 sassnq cued Minns euwn o)ewlx Jd a ua a7uawuOJ!Aua ail wo,J lupoid w sa!punq ssnit ( I 9 1 1geJ 21 ean).iouadns 7en6rsap •punai6 uanaun Jana)'Jlaam auo uei wow JoJ parols sassnil Jog El 1Sni aowg .06= eP.ian)el all ieuodwa)rowel u9P7121sau aP sew eiiop ua aua)ew/e ON uo awls ION 00 f•)•a se/ap eun epe)uoa eau!ua aJuawePaJlp ssnJa )op sp ua sap or s e.ii 8 e sassM sal ap 'N� .iawud la wed wog ap sa,Jcowe so!anbo/o7 - - app awapyns alma ap opueanbolq •dp'. . _ �� end eg6Jr�od'eueJuas eun V,,. 1 ', \� •uwn oa lxau ap sew wed snpepJen6 ( I ayl ul awe!aas> uweasa sassng sol S•e6aqua aP saP cans ,,1' I' lu!eJ7sw Ieualel Aieiodwal pimp dol Jo Smw He 4l!m -'it Ia UO3 opewoa ua awaw/emdwOJ sopeuaDew/e ww bxZ , au!!u!Aran SS Od 75Jy Jo)sa3eJ o eoauwa ap awauras/ante ua clans la ua P J q punoi6 aleD04 �Q., (anal) ``I/g rot• D r\ `r �G 3130aweJaa{rpsoPeCueKapuasuapandsassMso7 w!egsay leiale? •uopeuuolu/sou wed...211-.1S38 uawnsaJ/a eaA `C Aiwodwal mop dol/ ), •uogewioiu!avow JOJ ss.za-isop JaJab Jaluaa•uo(wpe£).Oi w(w VZ),s 42 sassnq Jo 30/1ON Jpels a4l ypeauaq 146!34 lualaWns Jo 60PPolq Jape p 71f110dIN31 321.1.501}1111f1321.1.501}1111fA NOI) I1I1S3t1 asew'ilaam auo uun JoJ pawls aq are �, sassM p'AJaulap Jake 134/136 347(pm;Dem) u!Alueiodwal parols JO AJaylap JO OW!)ayl le DNI,II I9 '8 1NItlt11S3HI AtIMtIOdIN31 so lan55a55nq 146!idn Pun0J6 ayl uo Apaanp papequn aq Aew sassn,1 0 so/s uow/eawan sa!punq pa5eiqun said o£elseq sassrul •souaw o said said 0z elseq sassnJJ, •souaw auaoew e z �-' -,' r1'b 1 ON wog 00 r�icti', (w T'6) 0£aP 5355/10! 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