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1704 MARITIME OAK DR - TRUSS -1 ■' RIVERSIDE HOMES OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: 118 MODEL: StSimonA8 DESIGNED/CHECKED: EAC TV L'TR SS A DIVISION OR @TRUEHOUS1 In J0, }J02 T E C H N O L O G Y)91!1FP 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 ▪Jo° page, please contact Apex Technology for a free copy. —JOZ Permanent bracing for the —J0, building, including bracing to —— resist wind, seismic, or other lateral forces, and permanent bracing for all structural —I elements, is the responsibility of the Engineer of Record for the structure or the building desig -r, :-r ANSI/TPI 1- 2002 hapt:r 2. Q W • t - 6- 1 � • .• J. 75474745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 9 '. 1. . iet2:SION 19'3'8 12' 7'3'8- , 101 ►.d Jo, 102 -- - ,1J02 T01 ---- 1I 102 _---_- -- - 102 - - - 0 0 o HTU26•WM, 103 iO3 - 1--�' 703 - I- T04 I I U=466 T05 706 T07 107 T07 — 707 007 - T07 707 — T07 107 — T06 708 103 102 101 _ I ■ ■ -- 0 0 0 g 0 0 g 2 0 19'3'8 ALL EXTERIOR WALLS HELD BACK 112'FOR SHEAT APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA AIL RIVERSIDE HOMES 14.4. OFFICE COPY SUBDIVISION: Atlantic Beach Country Club LOT NUMBER: A GE/2 - 118 GE 13 MODEL: TIE StSimonA8 T10 DESIGNED/CHECKED: EAC •TIC TIC TI1 T11 TRUETRUSS T11 (��� A�D�M.SSIjO$I OR T11 r @TUE OUS T12 m ` '� T12 T12 i'!IIIPIPEI ( 112 GURAL 'h ..,' -112 T130 T13 i 0 11JIJA. T13DA ''►W L D i r$o n l S�O 1r/1 ,T13DA T E C H N O L O G Y L T10 This drawing is not sufficient 114 alone for installation. Additional instructions T14 accompanying this drawing, 1All nDD11F rn r,nn T140 _ including BCSI-B1, should be N FOR ADDITINAt.INFORMATION. YTt° used in conjunction with the architectural and structural TIE plans during installation. If TIE BCSI-B1 has not been shipped to the site with the TIC components shown on this TIE page, please contact Apex T17 Technology for a free copy. Permanent bracing for the TIE building, including bracing to ••T10 resist wind, seismic, or other J07 lateral forces,and permanent bracing for all structural elements, is the responsibility IJos of t,- n•••eer of Record for 0 0 8 0 i�t t -ucture 'r the building 0 0 • siyner,"��}�.• SIhTPI 1-• �° ‘/?. r `i• .• JF . C(J ,� •. o a ,••'�,,,. r'� SS;�11N %. ). 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 ''s�i�Ifllll��� t. I 14' I 30'1' I— -f GEOt • PBU7 P801 8801 P801 PB01 P801 I ' PFi01 6' P801 P801 1301 N P801 F011 • • Nr HTU26 F01 1 L.. P801 FOt 6, I.HTU26 — P801 I N L HTU26 PBO1 101 • I I HTU26 53206 DRAG OADAPPLIEI 3D. I REFEI TOS OPDRAWIN•r+-- ,ISTRL i -- �111F71NtYia1•' •p, FGE01 _ F02 , I , HTU26 I P801 F02 I HTU26 I P801 iv 11 e• 114 E02• •33 • e-T:� .WING 1'10' h FO2A' 4 HTU26 m m . PS P801 :E, F02 . , • I I HTU26- z I I'801 N F02 - , , • �. HTU26 P1331 N F02 , . I H;U2o ;03 i• ,HTU26 FERT o F tii::.. . � m 103 - STAIRS 1 13414 N� HTU26 _ FBO1 HTU26 IF04 I P1301 HTU26 F04 — F05I • - IL HTU26 V F05• - • • HTU26 F05 i O N � HTU2" -- - -- F05• • , r e TU26 • .L, F�11 Y 12' F06 I 3.. 1 i 1 003 0 0 CONVENTIONAL FRAMING I 19'6' I 24 I 44.5• ALL EXTERIOR WALLS HELD BACK 1YY FOR SHEATHING APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.. A FLORIDA CORPORATION FBPE CA NC • ■ Riverside Homes Site Information Atlantic Beach Country Club 118 Duval OFFICE COPY (IIIFP 111; Structural Engineer of Record Derek B. Murray PE No.71457 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=1.25) FLOOR LOADING (Cd=1.00) MWFRS TCLL 20 psf TCLL 40 psf 130 MPH (3 second gust)\ASCE 7-10 TCDL 07 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 10 psf BCLL 00 psf Exposure C BCDL 05 psf BCDL 05 psf Occupancy Category II(Res) FBC2014 Residential/TPI-2007 Design Program: ITW VIEW v1.00.00 This Package inlcudes 49 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS ID DATE I NO I JOB ID I TRS ID I DATE 1 ABCC118 B01 1/29/2016 31 ABCC118 104 1/29/2016 2 ABCC118 B02 1/29/2016 32 ABCC118 105 1/29/2016 3 ABCC118 B03 1/29/2016 33 ABCC118 106 1/29/2016 4 ABCC118 F01 1/29/2016 34 ABCC118 107 1/29/2016 5 ABCC118 F02 1/29/2016 35 ABCC118 108 1/29/2016 6 ABCC118 FO2A 1/29/2016 36 ABCC118 109 1/29/2016 7 ABCC118 F03 1/29/2016 37 ABCC118 T10 1/29/2016 8 ABCC118 F04 1/29/2016 38 ABCC118 111 1/29/2016 9 ABCC118 F05 1/29/2016 39 ABCC118 112 1/29/2016 10 ABCC118 F06 1/29/2016 40 ABCC118 113 1/29/2016 11 ABCC118 FGE01 1/29/2016 41 ABCC118 T13D 1/29/2016 12 ABCC118 FGE02 1/29/2016 42 ABCC118 T13DA 1/29/2016 13 ABCC118 GE01 1/29/2016 43 ABCC118 114 1/29/2016 14 ABCC118 GE02 1/29/2016 44 ABCC118 T14D 1/29/2016 15 ABCC118 GE03 1/29/2016 45 ABCC118 115 1/29/2016 16 ABCC118 HJO1 1/29/2016 46 ABCC118 T16 1/29/2016 17 ABCC118 HJ02 1/29/2016 47 ABCC118 T17 1/29/2016 18 ABCC118 HJO3 1/29/2016 48 ABCC118 118 1/29/2016 19 ABCC118 J01 1/29/2016 49 ABCC118 T19 1/29/2016 20 ABCC118 J02 1/29/2016 21 ABCC118 J03 1/29/2016 22 ABCC118 J04 1/29/2016 23 ABCC118 J05 1/29/2016 24 ABCC118 J06 1/29/2016 25 ABCC118 J07 1/29/2016 26 ABCC118 J08 1/29/2016 27 ABCC118 PB01 1/29/2016 28 ABCC118 101 1/29/2016 29 ABCC118 T02 1/29/2016 •St 1Wig idcs■ • M U' • 'tie• 30 ABCC118 103 1/29/2016 ,'■ ' ..•••.. Alk ds s . .' . •E N S E ... a• r•Apex Technology • �� Apex Technology is a ficticious name owned by Jax Apex Technology,Inc.,a Florida Corporation. Florida Engineer Business No.7547-474; Sutton Park Court.Suite 402 Jacksonville.FL 32224(904)821-5200 :: «•• •W The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings listed abor) and attached.The suitability and use of each drawing for any particualr building is the responsibility of the Building Designer,per ANSI/TPI fry „O �.;Z: 2002 Section 2 9••. ‘0..2„,0,4*• 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 61G15 O•• r•r ess b• `v 31.003 of the Florida Board of Professional Engineers �v �� ••`�"� V� '114 3S;ON �t,�% - Job#ABCC118 BEARING INFORMATION QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 1 19'03"08 T05 HIPS 8.00/12 Pitch 1-Ply 1 644.59 147.00 2 644.59 147.00 2 19'03"08 T06 HIPS 8.00/12 Pitch 1 -Ply 1 644.59 310.00 2 644.59 310.00 9 19'03"08 T07 COMN 8.00/12 Pitch 1 -Ply 1 644.59 311.00 2 644.59 311.00 1 19'03"08 T08 HIPS 8.00/12 Pitch 1 -Ply 1 1635.04 386.00 2 1635.04 386.00 1 05'00"00 T09 MONO 8.00/12 Pitch 1-Ply 1 808.06 214.00 2 703.94 189.00 4 44'05"00 T10 SPEC 8.00/12 Pitch 1-Ply 1 386.32 101.00 2 1637.64 360.00 3 1029.01 339.00 4 292.04 86.00 4 44'05"00 T11 SPEC 8.00/12 Pitch 1-Ply 1 1027.64 274.00 2 2147.91 597.00 3 -284.54 74.00 5 32'03"08 T12 SPEC 8.00/12 Pitch 1 -Ply 1 1185.31 122.00 2 1147.57 114.00 1 25'00"00 T13 SPEC 8.00/12 Pitch 1-Ply 1 891.46 221.00 2 922.52 269.00 1 25'00"00 T13D SPEC 8.00/12 Pitch 1 -Ply 1 2809.69 221.00 2 1788.05 269.00 2 25'00"00 T13DA SPEC 8.00/12 Pitch 1-Ply 1 909.43 221.00 2 922.52 269.00 3 25'00"00 T14 SPEC 8.00/12 Pitch 1 -Ply 1 1076.09 109.00 2 862.86 134.00 1 25'00"00 T14D SPEC 8.00/12 Pitch 1 -Ply 1 2419.01 109.00 2 1621.52 134.00 4 25'00"00 T15 SPEC 8.00/12 Pitch 1-Ply 1 1037.24 222.00 2 1090.07 268.00 1 25'00"00 T16 HIPS 8.00/12 Pitch 1 -Ply 1 1022.90 220.00 2 1064.41 264.00 1 25'00"00 T17 HIPS 8.00/12 Pitch 1-Ply 1 1051.50 225.00 2 1095.81 272.00 1 25'00"00 T18 HIPS 8.00/12 Pitch 1 -Ply 1 1021.78 227.00 2 1062.20 277.00 1 25'06"00 T19 HIPM 8.00/12 Pitch 1-Ply 1 2051.98 247.00 2 2263.94 230.00 WOODFLOOR QTY SPAN I DESCRIPTION BRG# REACTION UPLIFT 5 12'00"00 F01 SY42 0.00/12 Pitch 1-Ply 1 647.50 0.00 2 647.50 0.00 6 19'03"08 F02 SY42 0.00/12 Pitch 1 -Ply 1 969.96 271.00 2 2684.52 0.00 1 19'03"08 F02A SY42 0.00/12 Pitch 1 -Ply 1 956.82 306.00 2 3419.56 0.00 2 07'03"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 236.39 361.00 2 2475.05 0.00 Page 2 of 3 • mm crm2m-< C7 TI W v m O) 73 pi -0 A W Cn N CO � C C m A m K 1Krc°; z� om���o pX ❑ --1 000 m j X0 z mil Dm o� .9 WI z 0 = 0 0 0 -i 7) rn 0 m 0 m sZ yZm>°Z -I 73 C c --1 C -u 0 < C7 ->i° pOmmN° DMZ m 0 < ?i z m,m mm 0 -DO Cn m 5r717:1 0 > °c0 % o5osz� -1 D H Z7 p 0 = ❑ rn ON \ mmmo- z 0 0 p m m c _-i z �o Z 0 00 -1x x 7 Om> cn ° Om 0 X0 rn0) 0 rn 0 c o� ° 3om `nom m O � m 0 z � 073 Z5 m CO C m ❑ p c p D D =Z mD r 0cn < 0 0 � 0 o m z 7Jm -I --I m D pm —jm �? 0 73 > m Q ? cn m 0 73 m 0 C _� (c) 71 ❑ Orn cnm H 0 mO oD 0o C/) D Zll D c 73 z m 0 °> oCn m - m - r zz ❑ D m T ❑ G) S 0 -- no -< m, N O m O -I ❑ z m ❑ Cn TI D Cn m m= X A m = 0 0 0 m z -1 rm 0 �o A � LII > x � mm m � U) G) m ❑ z0 o� , = Zml Or - � Z C oz QC `_ _ 0 < G) D c --1 = p cn 03 TJ m> -� OC 73 z ❑ - 0 0I- 0 * m D 0 ❑ 0m r rn 73 < Z r A 0 D p m rn m > 0 - 0 < o A • X O --1 p z 7 co 0 O 0 °-c., N o, D * m m z _< r m 7j Z p (cn °z ={ z m C ❑ ❑ < z 73 H m= -' p OH 00O ❑ G) 73 D ❑ � W N� i CC Cn HU) D ❑ Cn rm 7 -0 o0 o (n I mr H rn -1 M D73 m> z opr,-m (n m 0 > C/) CD > Z 0 0 <o z cN_i�pp� `_ �_ Dm D 0 T CD ZC Zm m mZ�r>ro O 0 z CO Z1 C7 Z �J 0 6i) ❑Cn°� z AmaAZO m > > O< D z 73 > m m 0 0 _ E»D ZD 73 H A N m <Z Z ,. c -o m co W 0 m m -1 0 in � Doom �� 73 -I 73 cn rn 73 m D s. in 0o X -,N-.7) co 73 = D i m D -I -< m -I �z m / mmAO m 0 in 0 0 0 r 73 2 -a0 gC � < z 1 (n = � mm px N o Zo Dr in 0 z p p m rn -I W D z z � = c me ° c 0 m --1 Oz _ m O mOi / w 0 (n C z C7D z m cn D z m ❑ -o > cn m * z OM v D m ❑ w w m _ in rn u m o O7 n °< � 0 r Z G) < 0 D0 � m ;x co 71 = 0 z D TJ m mcn m 2 W z Co 73 m m ca- Co ° m 5 (n Om 0 C_ r co r m z o m w p H F m -< 7) zi 73 rn oS ,>mZ m y = ❑ ❑ op n m o^ °���° C) r m p 0 - > m O > X Kg MI m m co z ❑ in 0 ❑ m > m ZN,. F)- z r -1 0 m m z = 0z Ng 100w ❑ C Cn -< ❑ > rn 0 0 N Z oo p m z cn G) 0 H 0 0 D z o0-, V rnm 0 z C 0O zm �� °• o � o 2 z � ° - , 73 n m I �zm m m 0 0 cmn D D D O o > z 0 co n (/� � � m m m 0 mp mm CIA 73 u) C m r 0 7 D r m p z z r ❑..")1:::11 m m Z m ❑ Z7 -I D • ❑ m Z = _ -I -0 (7 Z m O D G7 Om 0 w D 0 0 _ � Z73 m Z wW DD Z D y -1 ❑ cn 0 -H in Cu Z p Ifl I- 7373 0 O rn z X m Z O r M D z 0 > Z 73 M I 7 7) 0 z O O m m 0 0 CD rn w 73 0 / -I> 2 T mm zx T~ 2 m �n D i O OS ZG7 ON T Z n m{ O y 2 2 N (7q. >t rn 5 2 6m HIP GIRDER 2� REFER TO PLACEMENT PLAN p FOR NO OF PLIES mm mx o Tm mn A= 1 Z {O °° JACK mZ xp m> 2 2 r T z P-x o D JACK Zz - (I', m � u) O- mZ zD JACK /,I Z <o oT D D D D D 0 0 0 0 0 t-N _,Ci // I Z 0 Z i 9 2x A(> C O N m C fn:+ � m CN XU) U) 0 () =%> za I DD n n XS H Cn - m Cx_ x m, C) 0ZO0 C0n O ('' r ,J O U) m0w =T ZH (/) cnzZH CnOZ -I 6N m mm O ° XI m Om m O �' -Iz 0 >Hz m7HZ O D m O D p D • ' O m• U * c U U H 7:) • U (g zO O(g Dzz� H � Cc DO v -I� 0 mOm OOO * m (n -0 Z = V5 cm Co O r57 �7H 7300 u) m z � O nO 2 = 0 D -< O _Z m m Z n Z D m I- 0 _ m -ij > W D m )>>111<11111111 r -i 7r, P k§ §� §] `@ -n y > Li 71 1z \ / z °0 k \ ® / 0 -o $ §( / col) m @ •02 § k r d / )§ $ / \ o 90! —I • 5 m z o) E x o 71 > 2 k; - § \ §iv- j k / k% } k §# n - kk a w ^ / !« /2 s2 I /\ �k� 0 cow /k n 2t 2 2.� § ? 20 V 71 2 k§ i ? 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ABCC118 Ply:2 SEQN:17552/T28/FLOO StSimonA8 Qty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 01/29/16 T (0 1CB A (-k 101"2 12' �- 12' 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 I RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 360 C 1590 I- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 240 D 1590 I- l- I- I- /5.5 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= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I 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:15.02.000.1217.15 Lumber Floor Joist Header:0.0"x18.0"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.=1.00/Plate Dur.Fac.=1.00) From 265 pH at 0.00 to 265 plf at 12.00 Additional Notes Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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 LL X Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 EnSMITharna ABCC118 Ply:2 SEQN:17642/T3/FLOC StSimonA8 Qty: 1 FROM: DRW: 803 Wgt:0.0 lbs ... / ... 01/29/16 IAD 10'1"2 6'11" 6'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf 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 Utt Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 360 C 1176 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 240 0 1176 /- I- 1- I- /4.5 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= 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:1.00 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:15.02.000.1217.15 Lumber Floor Joist Header:0.0"x18.0"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.=1.00/Plate Dur.Fac.=1.00) From 340 plf at 0.00 to 340 plf at 6.92 Additional Notes Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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 APE Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 ABCC118 Ply:1 ' SEQN:17621/T24/SY42 StSimonA8 Qty: 6 FROM: DRW: F02 Wgt:107.8 lbs .. / ... 01/29/16 8' 10'4" 19'3"8 8' I 2'4" I 8'11"8 "I 10"1 I I-2,6"----I-2,6"12--I 2,6„12-I b-2,6"12-I--2'6"12--I 2'6"12_I2 (TYP) A =3X8 C =3X3 =3X4 F =3X8 H =4X5 io T e R '`� `II/ , J 1 � / `.� w4 ■ 10'1"2 3X8 w 3X8[11] w `+' *IQ =P 0 N M L K =3X8 =4X8 • 18'4"8 111-I I 19'3"8 '{ Loading Criteria(psi) 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 LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.238 0 903 360 Q 970 /271 /152 I- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.464 0 462 286 L 2685 /- /2063/- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 B - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.085 B - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor.1.5 Bearings Cr&L Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.815 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.876 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.592 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 1278 -2120 I:NA GCpi:NA Plate Type(s): B-C 828-2262 F-G 1278 -2120 Wind Duration:NA WAVE VIEW Ver:15.02.0OC.1217.15 C-D 828-2262 G-H 953 0 Lumber End Vertical Attachment D-E 1171 -2656 H-I 953 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 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-30 (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" Q-P 1349 _501 N-M 2654 -1174 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. P-0 2656-1169 M-L 1131 -1199 approved 1/30/2013 by ALSC O-N 2656-1171 L-K 4 0 Additional Notes Special Loads +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. TC-From 54 plf at 0.13 to 54 plf at 19.17 recommendations. BC-From 10 plf at 0.00 to 10 plf at 19.29 Provide u(LB)p :connections at bearings as indicated. R-Q 2 -10 E-M 0 -1000 p TC-1708 lb Conc.Load at 19.04 UPLIFT ( B): 271 A-Q 36 -107 F-M 105 -297 BRG.LOC(FT): 0.00 17.92 0-B 589-1586 M-G 1243 -109 Plating Notes Truss designed for 130.00 mph wind,15.00 ft mean height B-P 1065 -386 G-L 314 -1693 All plates are 2X4 except as noted. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). C-P 52 -324 H-L 0 -495 Enclosed building(SBC) P-D 402 -676 L-I 0 -1726 Plate Shift Table Truss must be installed as shown with top chord up. D-0 110 -160 I-K 0 37 JT Plate Lateral Chord JT Plate Lateral Chord The overall height of this truss excluding overhang is N-E 201 -72 J-K 0 -17 No Size Shift Bite No Size Shift Bite [11] 3X8 4.00 R 1.25 1-8-0. 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 0.13 19.04 BC 120 0.13 19.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Right cantilever is exposed to wind 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 i PE No.60839 PE No 58544 PE No 71457 ABCC118 Ply:1 SEQN:17623/T32/SY42 StSimonA8 Qty: 2 FROM: DRW: F03 Wgt:49.0 lbs ... / ... 01/29/16 2,9„ I 3'9" I T3" 2'9" 1' 3'6" I 2.6., I--2,2„12-"I�-{ - =4X8 IIIIX3 =3X3[2) II 1X3 =3X4[6] A B D E TII' R■ r z■ _ii „ IIII I,F 1 .7 In 4 10.1"2 °3X3 1111X3 m 3X4[5] ►_. 112X4 K J I G =4X5 • 6'4" 1-11"-I I 73„ 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 Ce:NA VERT(LL): 0.050 J 999 360 K 236 /361 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.097 G 133 240 H 2475 /- /2317/- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 E - - K Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.070 E - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing H Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.899 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.493 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 0 C-D 750 -127 I:NA GCpi:NA Plate Type(s): B-C 744 -137 D-E 1192 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Wind Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Right cantilever is exposed to wind Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 End Vertical Attachment K-J 139 -739 I-H 0 -1167 Bot chord 4x2 SP#2 J-1 137 -744 H-G 1 -1 Webs 4x2 SP#3 Attach notched end vertical(s)to next end vertical Lumber value set"13B"uses design values using(3)qty.tOd box or(0.128"x3"min)gun nails,or Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Webs Tens.Comp. Webs Tens. Comp. Special Loads Crown(minimum),1-1/2"length wire staples on each A-K 39 -153 D-H 0 -716 narrow face. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) K-B 858 -161 H-E 0 -2258 TC-From 54 plf at 0.00 to 54 plf at 7.13 Additional Notes B-J 0 -183 E-G 9 -13 BC-From 10 plf at 0.00 to 10 plf at 7.25 Negative reaction(s)of-206#MAX. C-I 0 -363 F-G 4 -6 TC-1913 lb Conc.Load at 7.13 from a non-wind load case requires uplift connection. I-D 958 0 Plate Shift Table See Maximum Reactions. JT Plate Lateral Chord JT Plate Lateral Chord Provide uplift connections at bearings as indicated. No Size Shift Bite No Size Shift Bite UPLIFT (LB): 361 [2) 3X3 1.25 R 1.25 [5] 3X4 1.25 L 1.25 BRG•LOC(FT): 0.00 5.88 [6) 3X4 1.25 R 1.25 Truss designed for 130.00 mph wind,15.00 ft mean height with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Purlins Enclosed building(SBC) In lieu of structural panels or rigid ceiling use purlins Truss must be installed as shown with top chord up. to laterally brace chords as follows: The overall height of this truss excluding overhang is Chord Spacing(in oc) Start(ft) End(ft) 1-8-0. TC 24 -0.13 7.00 BC 87 -0.13 7.13 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 X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EIZEICEMMEI PE No.60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEAN:17549/149/SY42 StSimonA8 City:4 FROM: DRW: F05 Wgt:107.8 lbs ... / ... 01/29/16 10'3"8 11'3"8 1978 F- 10'3"8 I 1' I 8' I r I--2'6" -26"12--f-2'6 12- I--24"4- I I- -26"12-I--26 12-I P I (TYP) q g C p E =3X3[10] G H 1112X4 =3X8 31 1112X4 °3X3 1112X4 F 1112X4 °3X8 1112X4 T ZO TT Qi - F - \ JJ 101 2 =3X8[5] =3X3 =3X8[12] pii (1)P O N M L K =3X8 1112X4 =3X8 1 19'3"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA P9:NA Ct:NA CAT:NA PP Deflection in Too Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.279 E 808 360 P 1049 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.436 E 516 300 K 1049 /- I- I- I- /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 B - - P Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.065 B - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code 1 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: 0.468 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.647 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.578 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 -3105 I:NA GCpi:NA Plate Type(s): B-C 0-2520 F-G 0 -2508 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2520 G-H 0 -2508 Lumber Additional Notes D-E 0-3103 H-I 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail To chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Mximu Bo Chord Forces Per Ply(Is) Bot chord 4x2 SP M-30 recommendations. Chords Tens.Comp.Conp Tens. p. Webs 4x2 SP#3 Truss must be installed as shown with top chord up. p-O 1480 0 M-L 3103 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is 0-N 3056 0 L-K 1475 0 approved 1/30/2013 by ALSC 1-8-0. N-M 3105 0 Plate Shift Table Maximum Web Forces Per Ply(Ibs) JT Plate Lateral Chord JT Plate Lateral Chord Webs Tens.Comp. Webs Tens. Comp. No Size Shift Bite No Size Shift Bite [3] 3X8 4.25 L 1.25 [5] 3X8 3.75 L 1.25 Q-P 0 -10 M-F 154 -63 [10] 3X3 1.25 L 1.25 [12] 3X8 3.75 R 1.25 A-P 0 -105 F-L 0 -817 P-B 0-1739 G-L 6 -274 Purlins B-O 1214 0 L-H 1205 0 In lieu of structural panels or rigid ceiling use purlins C-0 0 -239 H-K 0 -1734 to laterally brace chords as follows: 0-D 0 -625 I-K 0 -106 Chord Spacing(in oc) Start(ft) End(ft) D-N 378 -234 K-J 0 -10 TC 24 0.13 18.92 N-E 44 -120 BC 120 0.13 18.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.28"DL:0.19".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 WEICEEECOri PE No.60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEAN:17625/T2/SY42 StSimonA8 Qty: 1 FROM: DRW: FGE01 Wgt:51.8 Ibs ... I ... 01/29/16 Z10"8 310"8 I I 7'3"8 2'10"8 1' 3'S" I F3"1,^2,6„� 2,1.,12��'� ..3X3 =3X3 =4X5 A B C D E I i L�- 4_F to'1"z co 1( 1112X4 ..3X4 J 3X3 113X4 1 64,.8 1 11"-I F -7'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 Cc:NA VERT(LL): 0.024 G 541 360 K' 71 /81 /- /- /- /71.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.050 G 261 240 H 2227 I- /2164/- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 E - - K /211 Des Ld: 55.00 EXP:NA HORZ(TL):0.019 E - - I /378 NCBCLL: 10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 K Min Brg Width Req= - Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.816 H Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.227 Bearings K&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.365 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 A-B 1 0 C-D 403 0 Lumber End Vertical Attachment B-C 402 0 D-E 897 0 Value Set:138(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#2 (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" K-J 0 -393 I-H 0 846 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. J-I 0 -402 H-G 3 0 approved 1/30/2013 by ALSC Additional Notes Maximum Web Forces Per Ply(Ibs) Special Loads Negative reaction(s)of-202#MAX. Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) from a non-wind load case requires uplift connection. L-K 3 10 I-D 567 0 TC-From 54 plf at 0.13 to 54 plf at 7.17 See Maximum Reactions. BC-From 10 plf at 0.00 to 10 plf at 7.29 A-K 57 -109 D-FI 0 -739 TC-1708 lb Conc.Load at 7.04 Provide uplift connections at bearings as indicated. K-B 462 0 H-E 0 -1700 UPLIFT (LB): 120 plf B-J 0 -443 E-G 0 28 Plating Notes BRG.LOC(FT): OVER CONTINUOUS SUPPORT C-I 121 -126 F-G 0 -13 Truss designed for 130.00 mph wind,15.00 ft mean height All plates are 1X3 except as noted. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Purlins Enclosed building(SBC) Truss must be installed as shown with top chord up. In lieu of structural panels or rigid ceiling use puffins The overall height of this truss excluding overhang is to laterally brace chords as follows: 1-8-0. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 7.04 BC 84 0.13 7.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Right cantilever is exposed to wind 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 ABCC118 Ply:1 SEQN:176091 T33/GABL StSimonA8 Qty: 1 FROM: DRW: GE01 Wgt:54.6 lbs ... / ... 01/29/16 f-1,7,4 H I 4'10"8 I 1'4"—{ (TYP) G 3 p E F • • D • C • i B • • m • F• • A • -1- s Cl 0 U U 101"2 3X4(D1)////,,,,,/-_,..„,,--1/////H M L K J I I- 11'6"8 1 11'6"8 11'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF 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 M 999 240 H' 64 /20 /25 /- /9 /138 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 M 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 M - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL): 0.008 M - - Bearing A Fcperp=565psi. NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.348 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.263 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.066 A-B 21 -151 D-E 6 -72 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 0 -95 E-F 7 -46 GCpi:0.18 Plate Type(s): C-D 6 -91 F-G 7 -14 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 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#3 A-M 177 -1 K-J 186 -2 Botchord2x4SP#3 M-L 185 -2 J-1 187 -3 Webs2x4SP#3 L-K 184 -2 I-H 188 -3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 2X4 except as noted. B-M 271 -233 E-J 100 -72 Plates sized for a minimum of 4.00 sq.in./piece. C-L 12 20 F-I 127 79 D-K 78 -78 G-H 50 -32 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 0.02 11.42 BC 120 -0.13 11.42 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. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 3-3-0. 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 ABCC118 Ply:1 SEAN:17405/T16/GABL StSimonA8 Qty: 1 FROM: DRW: GEO3 Wgt:327.6 lbs Page 1 of 2 ... / ... 01/29/16 6'8"9 13'1"1 19'97 25'9"8 3210"8 ( 6'8"9 ( 6'4"8 6'8.6 j 6'0"1 I T1" 1'9- 1'4" ~4 ^RY $KXL g M N 0 P OI 113X4 AZ r• 63X4. pif\-i.711013)(4'3X4 12 H 9/''i\BA T 113X4 BG r - 113X4 8 F G BF ,° U\4X8 11I�, N3X4 6, D E (a) (a) BD I�•�� v O 83X4 TC AU ■3 BB AB�SX• ,y AT " AC B gC, AD 63X4 B3 Z i I AE O A 1 i, AF 13X4Y 63X4 `%3X4(D1) -r A._ 4 5 Gi AG 63X4 2 5 _$.161-2 w3X4(D1):. =4n q 12 AR AO AP AO AN AM AL AK AJ AI$A.7 r 14'1"4 1 18'9'4 1 610"5 18'10-15 67-12 6'10.5 25'9"4 326" 3}1‘0-8 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.069 Y 999 240 A 338 /122 /131 /- /246 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.151 Y 999 221 AH 1679 /397 /726 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 C - - X 388 /143 /253 /- /- /3.5 Des Ld: 32.00 EXP:C HORZ(TL):0.091 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: 0.437 Al Min Brg Width Req= 2.0 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.557 X Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings A,Al,&X Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.706 C&C Dist a:3.29 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:15.02.000.1217.15 Lumber Additional Notes A-B 327 -328 M-N 511 0 Value Set:13B(Effective 6/1/2013) See DWGS A14015ENC101014&GBLLETIN1014 for C-D 335 -301 7 0-P 511 0 gable wind bracing requirements. C-D 345 -27 O-P 511 0 Top chord 2x4 SP#2:T3 2x4 SP M-30: D-E 353 -253 P-0 510 0 Bot chord 2x4 SP#2:B3 2x4 SP M-30: Shim all supports to solid bearing. E-F 365 -218 Q-R 314 -277 Webs 2x4 SP#3:W5 2x4 SP#2: The overall height of this truss excluding overhang is F-G 302 -358 R-S 273 -298 Lumber value set"138"uses design values 9-1-11. G-H 325 -309 S-T 229 -297 approved 1/30/2013 by ALSC H-I 332 -297 T-U 218 -337 I-J 355 -277 U-V 430 -682 Bracing J-K 400 -264 V-W 428 -730 (a)Continuous lateral restraint equally spaced on K-L 512 0 W-X 366 -820 member. L-M 510 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-AR 248 -273 AH-AG 248 -182 Purlins AR-AD 247 -273 AG-AF 224 -162 In lieu of structural panels or rigid ceiling use purlins AQ-AP 247 -273 AF-AE 212 -148 to laterally brace chords as follows: AP-AO 246 -274 AE-AD 232 -168 Chord Spacing(in oc) Start(ft) End(ft) AO-AN 246 -273 AD-AC 247 -177 TC 24 0.15 32.76 AN-AM 273 -439 AC-AB 220 -154 BC 75 0.00 23.37 AM-AL 273 -439 AB-AA 654 -226 BC 120 23.37 32.87 AL-AK 273 -439 AA-Z 686 -253 Apply purlins to any chords above or below fillers AK-AJ 273 -439 Z-Y 684 -259 at 24"OC unless shown otherwise above. AJ-Al 273 -438 Y-X 653 -237 Loading Al-AH 273 -436 Gable end supports 8"max rake overhang.Top chord must not be cut or notched. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind F-AN 255 -343 BC-BD 173 -724 Wind loads based on MWFRS with additional C&C AN-AS 688 -482 BE-BF 188 -733 member design. AS-AT 628 -445 BG-BH 185 -731 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 giEnairiffi PE No.60839 PE No 58544 PE No 71457 ABCC118 Ply:1 SEAN:17572/T4/HIP_ StSimonA8 Qty: 3 FROM: DRW: HJ01 Wgt:25.2 lbs ... / ... 01/29/16 C ►� 24'8" 1 5.66 2 2 co 3X4 B III 3X8(E5) 8 O 20'11" p 7'0"2 7'0"2 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 Udell L# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 181 /7 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 100 /- /13 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 B - - C 117 /21 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.123 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.31 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: 0.944 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.597 Bearing A Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.116 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:15.02.000.1217.15 Lumber Additional Notes A-B 323 -363 B-C 52 -54 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 4-0-8. lY( ) Bot chord 2x4 SP#2 Chords Tens.Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-D 2 -2 Lumber value set"138"uses design values 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- 57 lb Conc.Load at 1.52 TC- 170 lb Conc.Load at 4.35 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4.35 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 0.00 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 EIEECEEMICEri PE No 60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEQN:17472/T37/HIP_ StSimonA8 Qty: 1 FROM: DRW: HJ03 Wgt:46.2 lbs ... / ... 01/29/16 5'0'12 910"1 5012 I 4'9"4 D 15'Y2 12 5.66 p /5X50 m 10 c je 3X4 0•B o II3X8(EA5 7 in� FFi Eti, 10'1"2 1 4,11„ 2X4 4,9.. �3X3� 4'11" 9'8" 9401 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 Ce:NA VERT(LL): 0.012 F 999 240 A 350 /- /2 /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 F 999 180 E 374 /- /10 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 E - - D 97 /12 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.009 E - - 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: 0.706 E Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.513 D 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:0.392 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:15.02.000.1217.15 Lumber Additional Notes A-B 10 -622 C-D 41 84 B-C 8 -619 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 5-4-8. Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 538 -6 F-E 531 -6 Lumber value set"13B"uses design values 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) F-C 194 0 C-E 8 -619 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- 57 lb Conc.Load at 1.52 TC- 170 lb Conc.Load at 4.35 TC- 284 lb Conc.Load at 7.18 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4.35 BC- 150 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) Stan(ft) End(ft) TC 24 0.00 9.84 BC 116 0.00 9.68 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 fP71)\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray WELECEMNI PE No 60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17421/T52/JACK StSimonA8 Qty: 10 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 01/29/16 B 23'4"11 8 12 1113X3 N N A HB 2'4"12 M ■ ■ A - 20'11" 1112X4 C 3' i 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 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 100 170 /72 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 /- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 85 /25 /39 /- /89 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.68 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: 0.262 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.011 Bearing D 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:15.02.000.1217.15 — Lumber A-B 73 -47 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x8 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 101 -85 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 2-9.3. 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 OCEIMCIEEI PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17425/T21/EJAC StSimonA8 Oty:4 FROM: DRW: J04 Wgt:25.2 lbs ... / ... 01/29/16 26'0'11 T 12 8V 111,X4 HB 6'4"12 Iii 1 20'11" II{4X5(••) 1 r 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 /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Cc:NA VERT(LL):-0.000 A 999 240 D 234 /178 /171 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 105 /- /35 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 A - - B 199 /59 /90 /- /219 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:24.02 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: 0.915 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.455 B Min Brg Width Req= - Load Duration:1.25 P 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:15.02.000.1217.15 Lumber A-B 164 -110 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x8 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. (")1 plate(s)require special positioning.Refer to A-D 225 -199 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. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-5-3. 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 PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17466/T381 JACK StSimonA8 Qty: 2 FROM: DRW: J06 Wgt:12.6 lbs ... / ... 01/29/16 B 12 12'6"13 8V D7 1112X4 "' N A HB 2'4"12 M Ail • V( 101"2 "2 1112X4("`) C 3' 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 L t Lac R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 100 /48 /72 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 /- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 85 /16 /39 /- /69 /1.5 Des Ld: 32.00 EXP:C . HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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: 0.245 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.009 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:15.02.000.1217.15 - Lumber A-B 67 -47 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x8 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. (**)1 plate(s)require special positioning.Refer to A-D 91 -85 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 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 2-9-3. 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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMECCOMI PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17470/T8/EJAC StSimonA8 Qty: 9 FROM: DRW: J08 Wgt:25.2 lbs / ... 01/29/16 B 15'2"13 T 12 8p in in IIIXX4 iHB 64 12 `� LI30_10'1"2 C nrx5("") 7' 1 7' Loading Criteria(pst) 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 N:NA Ce:NA VERT(LL): 0.000 A 999 240 D 234 /119 /170 I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 105 /- /35 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 199 /35 /90 /- /163 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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: 0.915 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= - Sparing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.021 Bearing D 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:15.02.000.1217.15 Lumber A-B 150 -110 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x8 SP#2 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. ("")1 plate(s)require special positioning.Refer to A-D 200 -199 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 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 5-5-3. 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 PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17432/T5/HIPS StSimonA8 Qty: 1 FROM: DRW: T01 Wgt:61.6 lbs ... / ... 01/29/16 5' 7' 12' l'" 5' f 2, f 5' "f /N45 Cm5X7 T 69==rhr 12 8V in 03X4 B E k3X4 lip III3X8(E5 '* ■ '■ \ lfl3X8(E5) 1 U ■ r• ■ ink 20'11" . III2(4 =t(5 III 5'1"12 1'6"12 5'3"8 1 5,1„12 f 6,8„8 f 12' 1 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.023 E 999 240 A 802 /211 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.045 E 999 180 F 802 /211 I- I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.017 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.031 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.35 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: 0.291 Bearings A&F 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:0.187 Maximum Top Chord Forces Per Ply(Ibs) 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 332-1139 D-E 258 -1095 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 258-1096 E-F 334 -1138 Lumber Wind C-D 183 -868 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-H 855 -187 G-F 855 -187 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 4-1-3. H-G 861 -184 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 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. Special Loads C-H 171 0 G-D 183 0 -----(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) C-G 17 0 TC-From 57 plf at 0.00 to 57 plf at 5.00 TC-From 28 plf at 5.00 to 28 plf at 7.00 TC-From 57 plf at 7.00 to 57 plf at 12.00 BC-From 10 plf at 0.00 to 10 plf at 5.01 BC-From 5 plf at 5.01 to 5 plf at 6.99 BC-From 10 plf at 6.99 to 10 plf at 12.00 TC- 259 lb Conc.Load at 5.01,6.99 BC- 175 lb Conc.Load at 5.01,6.99 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 -0.78 11.22 BC 120 -0.78 11.22 Apply puffins 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 er:;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUSIIMEECETI PE No.60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEQN:17436/T55/COMN StSimonA8 Qty: 3 FROM: DRW: 103 Wgt:51.8 Ibs ... I ... 01/29/16 6' 12' I I 6' 6' C 1114X5 12 8 V Oa c. -v i 3X4 B ■ D�3X4 1113X8(E5 III3X8(ES) I 1 A�� ■ �,E ■ pg di,20'11' =.1 II V4 Mr 6' 6' A 6' I 12' 1 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 too Udell U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.036 D 999 240 A 401 175 /187 /- /115 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.102 D 999 180 E 401 /75 /187 /- I- I- 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):0.080 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.68 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 IC CSI: 0.483 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.302 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.295 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 592 -778 C-D 230 -449 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 230 -449 D-E 592 -776 Lumber Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 A-F 327 -91 F-E 327 -91 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(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-F 203 0 Plating Notes 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 12.00 BC 120 0.00 12.00 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. Additional Notes The overall height of this truss excluding overhang is 4-9-3. 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 PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEAN:17442/T17/HIPS StSimonA8 Qty: 1 FROM: DRW: T05 Wgt:91.0 lbs ... / ... 01/29/16 7' 12'3"8 19'3"8 I 7, 1 5,3„8 1 1 7' 5X5 C m 5X7 D T El I. 12 8p co in in 0 3X4 B E 3X4 I III3X8(EE5) F 1113X8(E5)• 1 {} W II 20'11" -°- 112X4 =-3X4 =4GX5 -=- 7'1"12 210"4 2' 7'3"8 1 7,1„12 -1 10' I 12' I 1978 A Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.066 E 999 240 A 645 /147 /306 /- /135 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 E 999 231 F 645 /147 /306 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.050 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.113 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.02 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: 0.551 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.394 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.452 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 822-1199 D-E 385 -809 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 385 -810 E-F 816 -1191 Lumber C-D 405 -609 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Chords Tenns.0 Tens.Comp. Forces r Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 A-I 606 -203 H-G 607 -202 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' I-H 607 -202 G-F 605 -203 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 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 C-I 180 0 G-D 182 -41 Plates sized for a minimum of 4.00 sq.in./piece. C-G 143 -139 Purlins In lieu of structural panels or rigid ceiling use pintos to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 19.29 BC 120 0.00 19.29 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 5-5-3. 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 =DM` PE No.60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEAN:174461 T13/COMN StSimonA8 Oty: 9 FROM: DRW: T07 Wgt:93.8Ibs ... / ... 01/29/16 5715 9712 137"9 193"8 I " j " j " j "5715 311 13 311 13 575 0r=4X4 T r� 12 8 V %2X40 E#2X4 . 9, N i� i 3Xq 6 T ■■•■!II F i 3X4 Itl3X8(E5) / ttl3X8(E5) L 1 AS', �.G m20'11'' 8X8 W H 1 9 7"12 I 9 7 12 1 9'7"12 19'3"8 Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIJCSI 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 N:NA Ce:NA VERT(LL):-0.043 F 999 240 A 645 /311 /302 /- /186 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.080 B 999 231 G 645 /311 /302 /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.034 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.061 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.90 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: 0.391 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.800 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.326 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 556-1156 D-E 414 -647 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 437 -832 E-F 437 -832 Lumber C-D 414 -647 F-G 556 -1156 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 C u hords T ns.Comp Fo r Chords Tens. Comp. Bat chord 2x4 SP#2 Webs 2x4 SP#3 A-H 644 -265 H-G 644 -265 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. C-H 266 -255 H-E 266 -255 Plating Notes D-H 447 -324 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 19.29 BC 120 0.00 19.29 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 7-2-6. 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 ABCC118 Ply:1 SEAN:17644/T11 I MONO StSimonA8 Qty: 1 FROM: DRW: 109 Wgt:28.7 lbs ... / ... 01/29/16 1113X3C 12 $ V 3X4 B ='3X4( C4) A,= IM 20'11" 1114X5 D 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL):NA A 808 /213 /90 /- /115 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 704 /188 /121 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.041 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL): 0.077 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.35 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: 0.465 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.273 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 1042-1194 B-C 62 -93 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 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 4-1-3. A-D 44 -10 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Webs Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC C-D 143 -134 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 57 plf at 0.00 to 57 plf at 5.00 BC-From 5 plf at 0.00 to 5 plf at 5.00 BC- 401 lb Conc.Load at 0.77,2.77.3.77 Plating Notes Plates sized for a minimum of 4.00 sq.in.lpiece. 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. Hangers/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.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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEAN:17393/T18/SPEC StSimonA8 Qty:4 FROM: DRW: T11 Wgt:238.0 lbs ... / ... 01/29/16 6'6" 13' 19'10"8 2676 32'6"12 34'9" 38'74 44'5" I 66"6" I 6.6" I 6'10"8 I 6.3"14 I 6'4'.6 I 2'2"41 3'6"4 6"4 I 6112 1"12 $• 6 588 Q: 12 "'3 s6X8(SRS 5(Et)�7 4 5 J' P O 12 M L -x610 i 377"12 11'9"4 -i 67"12 7'8"4 9'0"8 9'0"8 6' 6' 6712 I 14,4" I 23,4"8 I 32'5" I 38.5" I 44'5" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.140 N 999 388 A 1028 /274 /485 /- /238 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.286 N 999 388 M 2148 /597 /846 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.100 M - - K 159 /285 /- /- 1- 15.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.207 M - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.14 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: 0.845 M Min Brg Width Req= 2.5 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.975 K Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings A,M.&K Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.985 C&C Dist a:4.44 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:15.02.00C.1217.15 Lumber Wind A-B 618-1644 F-G 1654 -455 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C C-C 720-1492 H- 1634 -498 I member design. C-D 720-1492 H- 1606 -506 Top chord 2x4 SP#2 D-E 476 -824 I-J 1151 -244 Bot chord 2x4 SP#2 E-F 551 -1591 J-K 1167 -572 Webs 2x4 SP#3 Additional Notes :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Negative reaction(s)of-285#MAX. :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' from a non-wind load case requires uplift connection. Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values See Maximum Reactions. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is A-P 1170 -321 N-M 812 -236 9-55.3• P-O 834 -131 M-L 257 -1100 Bracing O-N 971 -142 L-K 259 -1095 (a)Continuous lateral restraint equally spaced on member. 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. C-P 299 -332 N-F 611 0 P-D 563 -316 F-M 1000 -2824 Purlins D-O 138 -129 M-G 207 -338 In lieu of structural panels or rigid ceiling use purlins O-E 71 -137 M-I 397 -854 to laterally brace chords as follows: E-N 660 -103 I-L 197 0 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 44.42 BC 120 0.00 14.33 BC 118 14.33 32.42 BC 66 32.42 44.42 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 ep:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEQN:17650/T48/SPEC StSimonA8 Qty: 1 FROM: DRW: T13 Wgt:161.0 lbs / ... 01/29/16 6'7'12 13' 19'10.8 25' 6'7.12 I 64 4 ' 6'10.8 I 5'1-8 I •5X5 0_ E 1i� r F'15X5 12 1 8 /4X80 (a) m (a) c to 03A WT A5) 1 7 _�. _ 0101'2 �- 2X4 z„4 m4X5 8 K J I • G 66' 36" 3' 6'892 5'3'4 1 6'8- I 10' I 13' I 19'8'12 I 25' 1 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.044 B 999 299 A 891 /221 /435 /- /230 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 B 999 299 G 923 1269 /360 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.064 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.19 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: 0.634 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.614 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.00 ft FTIRT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 533-1394 D-E 287 -458 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 389-1236 E-F 265 -613 Lumber Wind C-D 367 -924 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(Ibs) To 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 A-K 964 -423 I-H 682 -235 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Additional Notes K-J 963 -423 H-G 0 0 Lumber value set"136"uses design values The overall height of this truss excluding overhang is J-I 963 -423 approved 1/30/2013 by ALSC 9-5-3. Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. K-C 194 0 H-E 95 -128 C-I 238 -377 H-F 676 -219 Plating Notes D-I 400 -100 F-G 364 -913 Plates sized for a minimum of 4.00 sq.in/piece. D-H 148 -378 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 25.00 BC 118 0.00 25.00 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 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 Arneson Derek B Murray IMEIMEMEGI PE No 60839 PE No 58544 PE No.71457 ABCC118 Ply:1 SEQN:17597/T27/SPEC StSimonA8 Qty: 2 FROM: DRW: T13DA Wgt:161.0 lbs ... / ... 01/29/16 8712 13' 19'10'8 25' I 6'12 6'4'4 ) 6'10"8 ( 51"8 11.5X5 D_ 7 E - re 1r F 84 5x5 12 1 8 /4X80 (a) a (a) 0 m /3X48 83X8rE5), .-. Y =3X4 .4' - -8 K J I sH G 613- 3'8- 3' 81312 5'3"4 1 6'8' I 10' I 13' ( 19'8'12 ( 25' 1 Loading Criteria(ps0 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): 0.070 B 999 299 A 891 1815 /909 /- /236 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 B 999 299 G 923 /599 /686 /- I- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.059 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.069 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.19 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: 0.634 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.950 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.614 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 1417-1718 D-E 622 -601 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1271 -1409 E-F 419 -613 Lumber Loading C-D 958-1006 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 1555#( 62.20 plf)along top chord,from either Maximum Bo Tens.Comp. Chords Per Tens. ) Bot chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and p Comp. Webs 2x4 SP#3 connections are to be designed by Engineer of Record. A-K 1075-1114 I-H 1157 -1166 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End K-J 1074 -1114 H-G 343 343 Case 1: 1555 62.20 TC 0.00 25.00 Lumber value set"13B"uses design values 1555 219.53 BC 14.21 21.29 J-I 1074-1114 approved 1/30/2013 by ALSC Case 2: 1555 62.20 TC 0.00 25.00 1555 219.53 BC 14.21 21.29 Maximum Web Forces Per Ply(Ibs) Bracing Case 3: 1555 62.20 TC 0.00 25.00 (a)Continuous lateral restraint equally spaced on 1555 219.53 BC 14.21 21.29 Webs Tens.Comp. Webs Tens. Comp. member. Case 4: 1555 62.20 TC 0.00 25.00 K-C 194 -3 H-E 95 -128 1555 219.53 BC 14.21 21.29 C-I 238 -377 H-F 676 -507 Plating Notes Drag loads applied to wind load cases parallel to D-I 400 -100 F-G 611 -913 Plates sized for a minimum of 4.00 sq.in.lpiece. truss. D-H 415 -506 Truss passed check for 20 psf additional bottom Purlins chord live load in areas with 47'-high x 24"-wide In lieu of structural panels or rigid ceiling use purtins clearance. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Additional Notes TC 24 0.00 25.00 Negative reaction(s)of-815#MAX. BC 63 0.00 25.00 Requires uplift connection.See Maximum Reactions. Apply purtins to any chords above or below fillers The overall height of this truss excluding overhang is at 24"OC unless shown otherwise above. 9-5-3. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No 58544 PE No 71457 ABCC118 Ply:1 SEAN:17595/T30/SPEC StSimonA8 Qty: 1 FROM: DRW: T140 Wgt:168.0 Ibs / ... 01/29/16 I z712 I 7710 I 13' I 19.10'8 I 25' I 2712 5'4'14 5'4'6 8'10'8 5'1.8 •5X5 Es F -r I:. •r G 5X5 12 �6X8D 4 �F. 8 �, la) A 1i) b U2X4 o E/3x44 8 gT815/- ., 1 =4 3X4 +4X X '.8 A�101-2 8507L K J 1 H I-Z j 23' 1 Y4.8 778 3' 6'8'12 574 2'4'8 I 10' I 13' I 19'8'12 I 25' Loading Criteria(psi) 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.071 L 398 271 L 1076 /2367 /2419/- /245 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 L 375 271 H 863 1 1557 /1622/- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.072 F - - L Min Brg Width Req= 2.5 NCBCLL:10.00 Mean Height:15.19 ft Code I Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.515 Bearing L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.983 Spacing:24.0„ MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 1.000 Maximum Top Chord Forces Per Ply(Ibs) g' 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 288 -365 0-E 1812 -1842 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 382 -444 E-F 1294 -1267 Lumber Loading C-D 1513 -1469 F-G 1078 -1108 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of 4110#( 164.40 plf)along top chord,from either Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Comp. Batchord P #2 connections are to be designed by Engineer of Record. Webs s 2xx 4 SP#3 A-L 118 -90 J-I 1667 -1582 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 4110 164.40 TC 0.00 25.00 L-K 2123-2198 I-H 0 0 Lumber value set"13B"uses design values 4110 358.69 BC 2.46 13.92 K-J 1924 -1838 approved 1/30/2013 by ALSC Case 2: 4110 164.40 TC 0.00 25.00 4110 358.69 BC 2.46 13.92 Maximum Web Forces Per Ply(Ibs) Bracing Case 3: 4110 164.40 TC 0.00 25.00 Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on 4110 358.69 BC 2.46 13.92 member. Case 4: 4110 164.40 TC 0.00 25.00 C-L 218 -226 E-I 1178 -1240 4110 358.69 BC 2.46 13.92 L-D 3169 -3221 I-F 100 -141 Plating Notes Drag loads applied to wind load cases parallel to D-J 864 -829 I-G 1370 -1314 Plates sized for a minimum of 4.00 sq.in./piece. truss. E-J 648 -561 G-H 1569 -1608 Truss passed check for 20 psf additional bottom Purlins chord live load in areas with 42"-high x 24"-wide In lieu of structural panels or rigid ceiling use purtins clearance. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(fl) Wind TC 24 0.00 25.00 Wind loads based on MWFRS with additional C&C BC 45 0.00 25.00 member design. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Hangers/Ties (J)Hanger Support Required,by others Additional Notes Negative reaction(s)of-2367#MAX. Requires uplift connection.See Maximum Reactions. The overall height of this truss excluding overhang is 9-5-3. 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 CEIECIMEGI PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEON:17494/T29/HIPS StSimonA8 Qty: 1 FROM: DRW: T16 Wgt:177.8 lbs ... I ... 01/29/16 7i 635 s I 1710.8 ! zs 8'15 6'811 7108 T1'6 =5X5 C.05 D /mar /5X58 E'SXS 8 8i' . E:b I 04X5((821 A T s _ 1 a4 1(��1 G 35,8 �talZ . =4x4 =4%10 r i85.10 1'8'8 7'r12 7'3.4 1 85'10 I m I 178.12 I 25' 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria A 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): 0.064 B 999 299 A 1023 /220 /433 /- /269 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.110 B 999 299 F 1064 /263 /376 /- /- /- 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): 0.047 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.86 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: 0.839 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.371 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.970 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-13 365-1442 C-D 333 -572 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 593-1417 D-E 297 -783 Lumber Wind Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 member design. Chords Tens.Comp. Chords Tens. Comp.___ Bot chord 2x6 SP#2 Right end vertical not exposed to wind pressure. A-I 1093 -379 H-G 625 -171 Webs2x4SP#3 I-H 625 -171 G-F 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) 10-9-3. Webs Tens.Comp. Webs Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on B-I 365 -447 G-D 169 -117 member. I-C 847 -368 G-E 722 -182 C-G 183 -239 E-F 358 -994 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 25.00 BC 120 0.03 25.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEQN:17502/T40/HIPS StSimonA8 Qty: 1 FROM: DRW: T18 Wgt:173.6 lbs ... / ... 01/29/16 11'6"6 8 9' 76"6 14'5"14 18 23'108 25' 1 710 11. I I 2.11"8 I 3,6,.2 i 5,10.,6 I1'1..8'I AY2X4 0.2X4 12X4 s6X6 C=6X6 D E F G - i 1112X4 B l I C 1IN6H 1113X3 12 6p M to in 0 i0 1114X5(82)A I u 1 �_ L� m • 10'1"2 1H0612(( 4X4 J 1113X81 8'1"15 rr0"1a 8' a5X7 7. 1 8'1"15 I 1a I 18' I 25 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 Defection in loc Udef U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.094 D 999 299 A 1022 /226 /425 /- /186 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.192 D 999 299 I 1062 /276 /343 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.043 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.089 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/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: 0.640 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.515 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.754 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 387-1452 E-F 327 -901 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 601 -1430 F-G 327 -902 Lumber Wind C-D 373 -984 G-H 20 -18 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 392-1018 Top chord 2x4 SP#2 member design. Bot chord 2x6 SP#2 Right end vertical not exposed to wind pressure. Maximum Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tennss.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Additional Notes A-L 1103 -409 K-J 1018 -361 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is L-K 1018 -361 J-I 171 -63 6-9-3. Plating Notes (")1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning requirements. B-L 410 -432 F-J 185 -366 Plates sized for a minimum of 4.00 sq.in./piece. L-C 775 -385 J-G 1078 -343 L-O 129 -203 G-1 363 -983 Purlins E-J 146 -330 H-I 25 -31 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 25.00 BC 120 0.03 25.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. NOTES: r 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 • ei7E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEQN:17601/T31/HIPM StSimonA8 Qty: 1 FROM: DRW: T19 Wgt:156.8 lbs ... / ... 01/29/16 F 7' ( 13'1"5 ' 17' ( 19'0'15 I 24'88 ?5'6'1 7' 6'1"5 3'10"11 2'0'15 5'7"9 9"8 B J =40X5 m33X4 113X3D E F 6X8 ..68 12 11N111 i i f ,-, 8 n (a) (a) I 115X7(83 A i .sklL" LII I _ y larz 71,12 113X3 2'10'4 35X5 2'9'13 4X5 6'3"82 =6X12 15'913 me C' 1 7'1"12 i 19 179'13 1 19015 I 241012 -I A 7"4 25'6' 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 Udell U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.129 C 999 300 A 2052 /246 /- I- I- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.249 C 999 300 G 2264 /230 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.036 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.069 I - - A Min Brg Width Req= 2.1 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.765 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.708 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.667 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 352-3150 D-E 216 -2255 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 288-3080 E-F 216 -2255 Lumber Purlins C-D 216-2255 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-30 to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 SP SS Dense:B2 2x6 SP#2: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W6 2x4 SP#2: TC 24 0.00 25.04 A-L 2515 -250 J-I 3083 -294 :Lt Wedge 2x4 SP#3: BC 120 0.03 25.50 Apply purlins to any chords above or below fillers L-K 2529 -248 I-H 0 0 Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. K-J 2529 -248 H-G 0 0 approved 1/30/2013 by ALSC Bracin Wind Maximum Web Forces Per Ply(lbs) g Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. B-L 472 0 I-E 213 -839 Additional Notes B-J 727 -54 I-F 2957 -284 Special Loads J-C 111 -81 F-H 262 -2128 --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is C-I 102-1086 TC-From 57 plf at 0.00 to 57 plf at 7.00 5-5-3. TC-From 28 plf at 7.00 to 28 plf at 17.00 TC-From 28 plf at 17.00 to 28 plf at 25.04 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 plf at 10.00 to 5 plf at 23.06 BC-From 10 plf at 23.06 to 10 plf at 25.04 BC-From 64 plf at 25.04 to 64 plf at 25.50 TC- 295 lb Conc.Load at 7.01 TC- 199 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06.21.06,23.06 BC- 479 lb Conc.Load at 7.01 BC- 105 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06.19.06,21.06.23.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEON:17498/T10/HIPS StSimonA8 Qty: 1 FROM: DRW: T17 Wgt:184.8Ibs ... / ... 01/29/16 lI.313'I 1'5.13 /i3' I 1' I1236I I 78'1'12 I 21'70'8 I 25' 7'70" 3' 7'3'6 4'45 3'8'12 3'1"8 C 422X4 ‘2X4 12X4 -55X5 _ ..,. \ill II2X4 B \H 13X3 12 8 - 10 0 io 14X5(132)A '/ T n - 11 L� II ■1 107.2 8'7.11 1H0612c-).5 4KX4 8.1..12 .gX7 610"4 1 8'711 I 10' I 18'112 I 25' 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.056 B 999 299 A 1052 /224 /434 /- /192 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.101 E 999 299 I 1096 /272 /348 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.022 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.043 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/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: 0.663 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.476 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.378 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 380-1510 E-F 314 -763 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 562-1453 F-G 314 -763 Lumber Loading C-D 372 -886 G-H 61 -49 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom D-E 378 -883 Top chord 2x4 SP#2 chord live load in areas with 42"-high x 24"-wide Bot chord 2x6 SP#2 clearance. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Wind Lumber value set"13B"uses design values Wind loads based on MWFRS with additional C&C A-L 1150 -396 K-J 883 -289 approved 1/30/2013 by ALSC member design. L-K 883 -289 J-I 386 -120 Bracing Right end vertical not exposed to wind pressure. Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. B-L 319 -378 J-F 160 -284 Plating Notes L-C 719 -313 J-G 866 -239 ("')1 plate(s)require special positioning.Refer to L-0 235 -183 G-I 321 -1028 scaled plate plot details for special positioning E-J 139 -284 H-I 79 -89 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 25.00 BC 120 0.03 25.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Additional Notes The overall height of this truss excluding overhang is 8-1-3. 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 fP7;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray linEVEICIMEEI PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:175001 T20/SPEC StSimonA8 Qty: 4 FROM: DRW: T15 Wgt:180.6 lbs ... / ... 01/29/16 8' ( 13' ) 18' I 19'10-8 I 25' }` Tb " S' S' 1'10'8 5'1"8 12X4 •5X5 _ C., D E .0 illi.MTIMIIMI 12 2X4 e )11 II 8 m P m p4X5032)A 1\11f II _ 1 i II ■I . 010'1"2 I. Is4X4 r11I -3X86 1 8'1-12 Ix 1'10 '4 ) 8' e6X8 7 B'1"12 10' 18' 25' Loading Criteria(psi) 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 Udefl L/# Loc R /U I Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.062 B 999 299 A 1037 1222 1437 /- /230 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.105 B 999 299 G 1090 /267 /359 /- 1- 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): 0.043 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.19 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: 0.655 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.459 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.600 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 370 -1478 D-E 314 -661 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 564 -1430 E-F 100 -81 Lumber Wind C-D 314 -661 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 2x6 SP#2 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 A-J 1124 -386 I-H 757 -233 Lumber value set"13B"uses design values Additional Notes J-I 757 -233 H-G 508 -134 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Bracin 9 9-5-3. Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. B-J 320 -397 H-E 752 -200 J-C 768 -299 E-G 272 -1030 Plating Notes C-H 121 -214 F-G 129 -145 Plates sized for a minimum of 4.00 sq.in./piece. D-H 147 -241 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 25.00 BC 120 0.03 25.00 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 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 Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:176481 T54/SPEC StSimonA8 Qty: 3 FROM: DRW: T14 Wgt:168.0 lbs ... / ... 01/29/16 j 27.12 i rr•6 I 13' I 19188 i 25' i 2712 5'4•'10 5'4-10 8'10'8 5'1-8 5X5 Eo F I„ •I t2 /4%SG G"45X5 8 17'. 1 l- ig Ie) ix b 02%4 i .3X48 AdAhlhhi 1') • 8(f, A 5 "L ■ n X4 1��45 0101'2 K �J' -I- H m4X5 1---2' 1 23' 1 i T4 8 i 778 i 3' i 6.8.12 i s'3.4 i 2'4"8 10' 13' 148'12 25' 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 J 999 271 L 1076 /109 /520 /- /230 /5.5 ' BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 J 999 271 H 863 /134 /314 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.024 D - - L Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.19 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.495 Bearing L Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.727 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 1.000 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 126 -166 D-E 326 -825 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 47 -133 E-F 273 -420 Lumber Wind C-D 111 -203 F-G 248 -568 Value Set:136(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 Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Left cantilever is exposed to wind A-L 118 -30 J-I 616 -197 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' L-K 669 -311 I-H 0 0 Lumber value set"13B"uses design values Additional Notes K-J 669 -311 approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Bracing 9-5-3. Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-L 218 -226 E-I 108 -331 L-D 254 -875 I-F 100 -141 Plating Notes D-J 161 -120 I-G 621 -199 Plates sized for a minimum of 4.00 sq.in./piece. E-J 358 -58 G-H 340 -847 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 25.00 BC 120 0.00 25.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others 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 erX Michael G Kozlowski Jeffrey P Arneson Derek B Murray gIMICECMI PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEQN:17599/T23/SPEC StSimonA8 Qty: 1 FROM: DRW: T13D Wgt:161.0 lbs ... / ... 01/29/16 6.7'1I 13' I 19,1018 I 25' 6'7'12 6'4 4 6'10'8 5'118 5X5 13_ E 181War 1 ( 11 F115X5 l 8 /4X80 (a) m (a) m 06X8 9 -8 6s'E 1 w ... _ _ ! 0101'2 I'2 --- X4 -HO 10 a!4X s•, •8 K .1 I 0) H G 1 6'6' ) 3'6' I 3' I 8'8'12 I 5'3'4 1 8B' 10' 13' 19'8'12 25' 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.138 C 999 299 A 891 /2715 /2810/- /250 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.145 C 999 299 G 923 /1700 /1788/- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.116 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.121 B - - A Min Brg Width Req= 3.3 NCBCLL:10.00 Mean Height:15.19 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: 0.779 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.919 J Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.908 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 4560-4682 D-E 1801 -1780 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 4206-4345 E-F 1177 -1225 Lumber Loading C-D 3018-3067 Value Set:13B(Effective 6/1/2013) Truss transfers a maximum horizontal load of Top chord 2x4 SP#2 31 2x4 SP M-30: 5320#( 212.80 plf)along top chord,from either Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30:B2 2x4 SP#2: direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 connections are to be designed by Engineer of Record. A-K 3636-3675 I-H 3864 -3873 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 5320 212.80 TC 0.00 25.00 KJ 3635-3675 H-G 2629 -2629 Lumber value set"13B"uses design values 5320 498.75 BC 14.33 25.00 J-I 3635-3675 approved 1/30/2013 by ALSC Case 2: 5320 212.80 TC 0.00 25.00 Bracing5320 498.75 BC 14.33 25.00 Maximum Web Forces Per Ply(lbs) Case 3: 5320 212.80 TC 0.00 25.00 (a)Continuous lateral restraint equally spaced on 5320 498.75 BC 14.33 25.00 Webs Tens.Comp. Webs Tens. Comp. member. Case 4: 5320 212.80 TC 0.00 25.00 K-C 195 -95 H-E 177 -127 5320 498.75 BC 14.33 25.00 C-I 405 -493 H-F 1513 -1435 Plating Notes Drag loads applied to wind load cases parallel to D-I 401 -184 F-G 1713 -1777 Plates sized for a minimum of 4.00 sq.in./piece. truss. D-H 1137 -1228 Truss passed check for 20 psf additional bottom Purlins chord live load in areas with 42"-high x 24"-wide In lieu of structural panels or rigid ceiling use purlins clearance. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Additional Notes TC 24 0.00 25.00 Negative reaction(s)of-2715#MAX. BC 33 0.00 25.00 Requires uplift connection.See Maximum Reactions. Apply purlins to any chords above or below fillers The overall height of this truss excludingoverhangis at 24"OC unless shown otherwise above. g 9-5-3. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17395/T42/SPEC StSimonA8 Qty: 5 FROM: DRW: T12 Wgt:179.2 lbs ... / ... 01/29/16 6'6" 13' 1910"8 25'4"11 3738 I- I6'6" 6'6" I 6'10"8 5'6.3 I- 6'10"13 s6XX6(•") e6XE••) 12 8 Fy2X4 O M H2X4 C m • (e) (a) T .sxs\ (-) //3x48 Gi5X7a••) I" 113X8A('•) ��H ' ' CD 1 ; = ;i 12 5 1 . IF 2 m4X5 *5 (-) 12 K J I 32'3"8 I T2" I 72" ) 9'0"8 ) 8'8"1 5 M" 14'4" 23'4"8 370"9 32'3 "8 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.377 I 999 387 A 1185 /122 /530 /- /243 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.720 I 538 387 H 1148 /113 /525 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.355 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.678 G - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.19 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.788 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.672 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.746 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.23 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 638-1893 E-F 994 -2963 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 581 -1742 F-G 1024 -3170 Lumber Loading C-D 734 -1702 G-H 1248 -3491 Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom D-E 526-1078 Top chord 2x4 SP#2:T3 2x4 SP M-31: chord live load in areas with 42"-high x 24"-wide Bot chord 2x4 SP#2:B3 2x4 SP M-30: clearance. Maximum Bot Chord Forces Per Pty(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp._ :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Wind :Rt Slider 2x6 SP#2:BLOCK LENGTH= 1.500' Wind loads based on MWFRS with additional C&C K-K 1377 -25 -I 1471 -311 member design. K-J 1064 -211 I 5 -H 266997877 n. Lumber value set"13B"uses design values 9 approved 1/30/2013 by ALSC Additional Notes Maximum Web Forces Per Ply(lbs) Bracing The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on 9 5 3 C-K 272 -321 J-E 144 -547 member. K-D 521 -267 E-I 1958 -537 1 Plating Notes D-J 241 -81 I-F 194 -143 ("")6 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 32.29 BC 120 0.00 14.33 BC 118 14.33 23.37 BC 113 23.37 32.29 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 ep7;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray 11131103313133 PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEON:17638/T44 I SPEC StSimonA8 Qty: 4 FROM: DRW: T10 Wgt:238.0 lbs ... / ... 01/29/16 6'6" 13' 19'10"8 26'2"6 32612 347 38'3"4 44'5" 6,6,. I 6.6., I 6.10"8 I 6,3..14 I 6.4„6 I 2.2..41 3.6.,4 I 6.1..12 I -�" a 8 12 8 12 3 M 112X4 (a) (a) �a5X7(SRS) m :"- 12X4 ry in 1 T 3X8 0 T N3X8(E85) N=_6X6 4X5 =SX5(E7)N , 03X4 J�3X4 y.�A/� il 1 itti -1 .�K N 1 y • mar- 5X7 -1 5 ll2X4 ®1x1 2 P 0 12 M L 1 1474 1 186"8 H010 115"4 1 T2" 7'2" 9'0"8 96,8 6' 6' I7,2" I 14,4" I 23,4.,6 I 32.5.. I 38.5„ I 44,5" I 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.061 J 999 240 A 386 /100 /167 /- /238 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.122 J 999 216 0 1638 /359 /659 /- /- /3.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 B - - M 1029 /338 /438 /- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.069 B - - K 292 /85 195 /- /- /3.5 NCBCLL:10.00 Mean Height:15.14 ft Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.890 A Min Brg Width Req= 1.5 Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.498 0 Min Brg Width Req= 1.9 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.942 M Min Brg Width Req= 1.5 C&C Dist a:4.44 ft FT/RT:30(0)/10(0) Mfg Specified Camber: K Min Brg Width Req 1.5 GCpi:0.18 Plate Type(s): Bearings A,O.,M,&K Fcperp=S65psi. Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 Maximum Top Chord Forces Per Ply(lbs) Lumber Wind Chords Tens.Comp. Chords Tens. Comp. Value Set:138(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C A-B 549 -735 F-G 504 -113 Top chord 2x4 SP#2 member design. B-C 200 -426 G-H 480 -179 Bot chord 2x4 SP#2 C-D 399 -424 H-I 452 -187 Webs 2x4 SP#3 Additional Notes :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' The overall height of this truss excluding overhang is E-E 100 I-J 345 -454 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.774' 9-5-3. E-F 1011 -140 J-K 755 783 Lumber value set"138"uses design values approved 1/30/2013 by ALSO Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A-P 309 -209 N-M 255 -100 (a)Continuous lateral restraint equally spaced on P-0 334 -319 M-L 421 -276 member. 0-N 333 -159 L-K 424 -274 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins C-P 384 -403 N-F 393 -216 In lieu of structural panels or rigid ceiling use purlins P-D 659 -414 F-M 464 -745 to laterally brace chords as follows: D-0 398 -873 M-G 327 -325 Chord Spacing(in oc) Start(ft) End(ft) 0-E 183 -624 M-I 599 -740 TC 24 0.00 44.42 E-N 283 0 I-L 176 0 BC 75 0.00 44.42 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 Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17448/T6/HIPS StSimonA8 Qty: 1 FROM: DRW: 108 Wgt:91.0 lbs ... / ... 01/29/16 7' 123"8 1978 7, I 5,3„8 I 7, -I 5X5 06X8 T2 D 12 8V \/ sl in in ot3X4B Et3X4 IIITB(AES) I F 1114X8(E5) 1 0 I I 1 20'11" 11 III�X4 - 3X8 w4GX5 7'1"12 2'10"42' 7'3"8 k 7'1"12 -1 10' 1 12' 1 19'3"8 1 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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.071 I 999 240 A 1635 /385 /- I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.137 I 999 231 F 1635 /385 I- I- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.039 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C --- HORZ(TL): 0.071 G - - A Min Brg Width Req= 1.9 NCBCLL: 10.00 Mean Height:24.02 ft Code/Mist Criteria Creep Factor:1.5 F Min Big Width Req= 1.9 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.842 Bearings A&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0" MWFRS Parallel Dist:010 h/2 Rep Factors Used:Yes Max Web CSI:0.359 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 651 -2513 D-E 528 -2463 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 527 -2467 E-F 652 -2509 Lumber Wind C-D 389-1995 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2:T2 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is A-I 1965 -392 H-G 1980 -390 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' 5-5-3. I-H 1980 -390 G-F 1962 -392 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads C-I 583 0 G-D 594 0 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-G 21 0 TC-From 57 plf at 0.00 to 57 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 12.29 TC-From 57 plf at 12.29 to 57 plf at 19.29 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 12.28 BC-From 10 plf at 12.28 to 10 plf at 19.29 TC- 295 lb Conc.Load at 7.01,12.28 TC- 199 lb Conc.Load at 9.06,10.23 BC- 479 lb Conc.Load at 7.01,12.28 BC- 105 lb Conc.Load at 9.06,10.23 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 19.29 BC 107 0.00 19.29 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 epg:;\,‘ Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17444/T14/HIPS StSimonA8 Qty: 2 FROM: DRW: T06 gWgt:106.4lbs ... / ... 01/29/16 I" 4'T "I' 4'S" 'I' 133811. 14'5 8 'I- 143'6 "I t4X5 14X5 D E T 12 8 F3X3 V13X4 1113X8(E113X8(E5) . �ci J_ 1 • ■■Mt• ■ 20'11" 114X8 =6X12 J I 9' 1' 9'3"8 1 9' I 10.I 1978 1 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 Cl:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.021 J 999 240 A 645 /310 /304 /- /174 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.053 J 999 231 H 645 1310 /304 /- 1- /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): 0.032 B - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.68 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: 0.326 Bearings A&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.723 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.247 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 468-1108 E-F 405 -677 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 456 -855 F-G 456 -855 Lumber C-D 404 -677 G-H 469 -1110 Value Set:139(Effective 6/1/2013) D-E 392 -498 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-J 675 -299 I-H 675 -299 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' J-I 498 -104 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in.lpiece. C-J 245 -247 E-I 202 -116 O-J 210 -114 I-F 246 -246 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 19.29 BC 120 0.00 19.29 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 6-9-3. 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 epwE' , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17646/T9/SPEC StSimonA8 Qty: 1 FROM: DRW: T04 Wgt:105.0 lbs ... / ... 01/29/16 6' 17 I 14'3"8 I 19'3.'8 6' 1' 7'3"8 5' I T C 1114X4 5X5 12 P,D,-5X5(SRS) T3 O E 8 VI P � I. ro 4X5(8 - 2) . I0.3X46 F�=3X4 `f 1113X8(E5) f Q G A 1_,,, J -NI J in 20'11" w5X5J =H0510 -4X5 6'1"12 3'10"4 4' 5'3"8 i 6'1"12 I 10' I 14' tt 19'3"8 _• 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.060 D 999 240 A 1048 /386 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.116 D 999 228 G 1523 /457 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.028 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.054 F - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.68 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: 0.613 Bearings A&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.974 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.588 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 602-1591 D-E 544 -1989 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 545-1546 E-F 682 -2406 Lumber Purlins C-D 537-1556 F-G 715 -2458 Value Set:136(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2:T3 2x4 SP M-30: to laterally brace chords as follows: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30:82 2x6 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 TC 24 0.00 19.29 A-J 1213 -413 I-H 1576 -535 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' BC 115 0.00 19.29 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Apply purlins to any chords above or below fillers J-I 1567 -534 H-G 1934 540 at 24"OC unless shown otherwise above. Lumber value set"138"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Additional Notes Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is 4-9-3. C-J 1543 -463 D-H 476 53 -----(Lumber Dur.Fac.=1.25 I Plate Our.Fac.=1.25) J-D 484-1388 H-E 689 -75 TC-From 57 plf at 0.00 to 57 plf at 6.00 TC-From 57 plf at 6.00 to 57 plf at 7.00 TC-From 57 plf at 7.00 to 57 plf at 12.06 TC-From 28 plf at 12.06 to 28 plf at 14.29 TC-From 57 plf at 14.29 to 57 plf at 19.29 BC-From 10 plf at 0.00 to 10 plf at 12.06 BC-From 5 plf at 12.06 to 5 plf at 14.28 BC-From 10 plf at 14.28 to 10 plf at 19.29 TC- 142 lb Conc.Load at 13.23 TC- 259 lb Conc.Load at 14.28 BC- 704 lb Conc.Load at 12.06 BC- 75 lb Conc.Load at 13.23 BC- 175 lb Conc.Load at 14.28 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 EBEEMECiii PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17434/T121 COMN StSimonA8 Qty: 2 FROM: DRW: T02 Wgt:51.8 lbs ... / ... 01/29/16 6' 12' I- 6 "I" 6 .I -i- C 1114X5 r ij 12 8V v) in rs di 3X46 D\3X4 1113(A:� I 4.4 'Si EX8(ES) 1 ■ • ■ ..20'11" .a. III V4 =• v 6' 6' t 6' I- 12' 1 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 L/# 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 401 /75 /187 /- /115 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.102 D 999 180 E 401 /75 /187 /- /- /5.5 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):0.080 B - - A Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.68 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.483 Bearings A&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.302 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.295 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 592 -778 C-D 230 -449 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 230 -449 D-E 592 -776 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 327 -91 F-E 327 -91 Webs 2x4 SP#3 :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Maximum Web Forces Per Ply(lbs) :RI Slider 2x4 SP#3:BLOCK LENGTH= 1.500' Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-F 203 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 12.00 BC 120 0.00 12.00 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 4-9-3. 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 PE No.60839 PE No 58544 PE No.71457 -- ABCC118 Ply:1 SEAN:17574/T35/SPEC StSimonA8 Qty: 25 FROM: DRW: PB01 Wgt:25.2 lbs ... / ... 01/29/16 89 FI 3'4"8 I 6,0"7 6'9" 8 9 2'7"15 2'7"15 8"9 Cm-4X4 8 T 12 i T (VP (V fV B D AL ' -p?a E 1 0 10'R3 8"9 F 112X4 8„9 I 1 5'3"14 1 8"9 2'7"15 2'7"15 8"9 8"9 I 3 4"8 I- 6 0"7 I~� Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF 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):-0.000 F 999 240 A -13 /48 /45 /- /61 /5.6 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 F 999 180 IF 84 /39 140 I- I- /63.9 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 F - - E -13 /15 /16 /- /- /5.6 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.69 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: 0.115 B Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.087 E Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings A,B,&E are a rigid surface. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.012 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:15.02.00C.1217.15 Lumber A-B 82 -76 C-D 85 -89 B-C 85 -89 D-E 26 -11 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-F 39 -12 F-D 39 -12 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. All plates are 3X4(A1)except as noted. Plates sized for a minimum of 4.00 sq.in./piece. F-C 7 64 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 0.26 6.61 BC 60 0.92 5.95 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 2-3-8. 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 ABCC118 Ply:1 SEQN:17468/T36/JACK StSimonA8 Oty: 2 FROM: DRW: J07 Wgt:19.6 lbs ... / ... 01/29/16 B ►( 13'1013 12 8 m .4- 1112X4 1112X4 HB 4'4"12 ■ Li)10'1"2 III 4(**) 5' i!.11 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P(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): 0.000 A 999 240 D 167 /83 /121 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 142 /25 164 I- /116 /1.5 • Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 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: 0.743 C Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.392 B Min Brg Width Req= - Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.016 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:15.02.000.1217.15 Lumber A-B 112 -79 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 2x8 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. (")1 plate(s)require special positioning.Refer to A-D 151 -142 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 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 4-1-3. 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 GEMBIDIEVEI PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEON:17464/T39/JACK StSimonA8 City: 2 FROM: DRW: J05 Wgt:7.0 lbs ... / ... 01/29/16 12 8 V B A' 11'2"13 1112X4 A I HB 4"12 En' " Iio_10'1"2 �► C 1' Loading Criteria(psi) 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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA D 33 /14 /23 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 28 /6 /13 /- /22 /1.5 Des Ld: 32.00 EXP:C — HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 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: 0.023 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:0.003 Bearing D 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:15.02.000.1217.15 Lumber A-B 20 -16 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 2x8 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. (")1 plate(s)require special positioning.Refer to A-D 26 -28 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 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 1-5-3. 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 ep: ( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17423/T7/EJAC StSimonA8 Oty: 8 FROM: DRW: J03 Wgt:19.6 lbs ... / ... 01/29/16 B tl T 24'8"11 12 $ V 1112X4 HB 4'4"12 14020'11" Am 4(**) 5' 5' Loading Criteria(psi) 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 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 167 /123 /121 /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 75 /- /25 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 142 /41 /64 /- /153 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.35 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: 0.743 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.393 B Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.018 Bearing D 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:15.02.000.1217.15 Lumber A-B 122 -79 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x8 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. (")1 plate(s)require special positioning.Refer to A-D 169 -142 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 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 4-1-3. 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 008133311203_ PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17419/747/JACK StSimonA8 Qty: 10 FROM: DRW: J01 Wgt:7.0 lbs ... / ... 01/29/16 12 8 V B 22'0"11 1113X3 A M T HB 4"12 in M - A N- 11=1 i_ 20'11" 1112X4 1' Loading Criteria(Fist) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Cl: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 D 33 /19 /23 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 15 /- /5 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 28 /9 /13 /- /27 /1.5 Des Ld: 32.00 EXP:C . HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: W.00 Mean Height:22.02 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: 0.024 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: 0.003 Bearing D 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:15.02.00C.1217.15 Lumber A-B 22 -16 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x8 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 29 -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 1 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 1-5-3. 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 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 'GUEICEICECIEE PE No.60839 PE No.58544 PE No 71457 ABCC118 Ply:1 SEAN:17430/T1 I HIP_ StSimonA8 Qty: 2 FROM: DRW: HJ02 Wgt:46.2 lbs ... / ... 01/29/16 5'0"12I 9'10-1 I 5'0"12 4'9"4 D 1_1)26' 12 5.66 p 05X5 C m 111 o in • HB 4'9"4 3X4 B 113X8(EAS � i 20'11" ■ F E l: 4.11.. 112X4 4'9" =3X3 411" I 9'8" 140-1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI 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): 0.012 F 999 240 A 350 /21 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 F 999 180 E 374 /12 I- I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 E - - D 97 /22 /- /- /- /1.5 Des Ld: 32.00 EXP:C -- HORZ(TL): 0.009 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.97 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: 0.706 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.513 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.392 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:15.02.000.1217.15 Lumber Additional Notes A-B 50 -622 C-D 41 84 B-C 50 -619 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 5-4-8. Maximum Bot Chord Forces Per Ply(lbs) Bob chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' A-F 538 -42 F-E 531 -43 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.=1.251 Plate Dur.Fac.=1.25) F-C 194 0 C-E 50 -619 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- 57 lb Conc.Load at 1.52 TC- 170 lb Conc.Load at 4.35 TC- 284 lb Conc.Load at 7.18 BC- 30 lb Conc.Load at 1.52 BC- 90 lb Conc.Load at 4.35 BC- 150 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 116 0.00 9.68 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 ABCC118 Ply:1 SEAN:17405/T16/GABL StSimonA8 Qty: 1 FROM: DRW: GE03 Wgt:327.6 lbs Page 2 of 2 ... / ... 01/29/16 AU-AV 622 -439 BI-Q 157 -672 AW-AX 634 -445 Q-BJ 602 -226 AY-AZ 651 -460 BJ-BK 545 -203 AZ-K 666 -463 BL-BM 582 -226 K-BA 202 -609 BM-AB 511 -166 BB-AH 264 -709 AB-BN 319 -420 AH-BC 209 -765 BN-U 317 -419 Maximum Gable Forces Per Ply fibs) Gables Tens.Comp. Gables Tens. Comp. B-AR 46 -38 BD-AG 75 -97 C-AQ 42 -35 N-BE 56 -73 D-AP 43 -35 BF-AF 42 -61 E-AO 22 -14 O-BG 45 -60 G-AS 76 -47 BH-AE 108 -44 AT-AM 64 -62 P-Bl 56 -11 H-AU 57 -57 AD-BJ 73 -29 AV-AL 36 -27 BK-R 59 -42 I-AW 45 -43 AC-BL 83 -86 AX-AK 47 -32 BM-S 81 -95 J-AY 68 -57 BN-T 16 -4 AZ-AJ 30 -5 AA-U 150 -74 BA-L 86 -208 Z-V 14 -11 Al-BB 41 -144 Y-W 116 -91 M-BC 42 -65 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 TECH N O L O G v PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17401/T41/GABL StSimonA8 Qty: 1 FROM: DRW: GE02 Wgt:85.4 lbs ... I ... 01/29/16 T2" 14.4" 7.2.. 72" I—1'10"—4—1'4"—I ITYP) F.4)(4 G 12 8 � jillit C 1113X4<VhIB 113X4 'JJi hr., ■ ` m3X4(D1) � iTk i � ,.10'1-2 03X4(D1)' II/ T S R 0 P 0 N M L I 14'4" I 14'4" II 14,4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 240 A• 67 /19 /28 I- /9 /171 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 F 999 180 Wind reactions based on MWFRS BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 C - - A Min Brg Width Req= - Des Ld: 32.00 EXP:C HORZ(TL):-0.002 D - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.055 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.041 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.037 A-B 45 -70 F-G 145 -47 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 27 -41 G-H 95 -60 GCpi:0.18 Plate Type(s): C-D 47 -36 H-I 73 -73 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 D-E 95 -34 I-J 73 -86 Lumber E-F 145 -37 J-K 91 -117 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 A-T 65 -40 P-0 77 -47 Lumber value set"136"uses design values T-S 71 -43 O-N 76 -47 approved 1/30/2013 by ALSC S-R 74 -44 N-M 74 -47 R-Q 76 -46 M-L 71 -47 Plating Notes Q-P 77 -47 L-K 74 -48 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins B T 90 86 O-G 78 85 to laterally brace chords as follows: C-S 68 71 N-H 75 74 Chord Spacing(in oc) Start(ft) End(ft) D-R 75 -74 M-I 68 -71 TC 24 0.15 14.19 E-Q 78 -85 L-J 90 -86 BC 120 0.00 14.33 F-P 20 -112 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 See DWGS A14015ENC101014&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 5-2-5. 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 e,E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray liEEMICEE PE No 60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17551/T22/SY42 StSimonA8 Qty: 1 FROM: DRW: FGE02 Wgt:72.8 lbs ... / ... 01/29/16 H 1'5"8 1'4„H (TYP) A B C D E F G H I J T 22v r j.-----------/------/----- 14 '1 K a0 r �� �� , 010'1"2 1112X4 ���� � 1112X4 r 12'4"8 1 f 12'4"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1 W TCDL: 10.00 Speed: NA mph N:NA Ce:NA VERT(LL): 0.000 J 999 360 U 74 /- /- I- I- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 J 999 240 L' 106 /- /- 1- 1- /142 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - U Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings U&U 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: 0.035 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.033 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:15.02.000.1217.15 C-D 0 0 H-I 0 0 Lumber Additional Notes D-E 0 0 I-J 0 0 Value Set:138(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging E-F 0 0 To chord 4x2 SP#3 recommendations. P Maximum Bot Chord Forces Per Ply(lbs) 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 1-8-0. U-T 0 0 P-O 0 0 approved 1/30/2013 by ALSC T-S 0 0 0-N 0 0 S-R 0 O N-M 0 0 Bracing R-0 0 0 M-L 0 0 Sheathing is required for any longitudinal(drag) Q-P 0 0 forces.All connections to be designed by the building designer. Maximum Web Forces Per Ply(lbs) Fasten rated sheathing to one face of this frame. Webs Tens.Comp. Webs Tens. Comp. Plating Notes V-U 0 -9 J-L 0 -53 All plates are 1X3 except as noted. A-U 0 -58 L-K 0 -9 Purlins Maximum Gable Forces Per Ply(lbs) 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-T 0 -150 F-P 0 -133 TC 24 0.13 12.00 C-S 0 -129 G-O 0 -134 BC 120 0.13 12.00 D-R 0 -134 H-N 0 -132 Apply purlins to any chords above or below fillers E-0 0 -133 I-M 0 -142 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 A P;;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEICEDUCIOn PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17550/T531 SY42 StSimonA8 Qty: 3 FROM: DRW: F06 Wgt:106.4 lbs ... / ... 01/29/16 5'4"8 7'5" 15'3"8 16'5" 19'3"8 1 5'4"8 1 2'0"8 I 7,10"8 I 1,1"81 710"8 "I r i- -2'6"--I--2'6"12—I 1--2'6"12,1--2'6"12,I^2,612—I P I (TYP) 1112X4 =3X4 11125(4 111B(4 =3)(4 1112X4 m33(3 =3X3 1112X4 T iI 3e R 414:••• •• _,.J o 1 10'1"2 =3X3 =3X3[7] 1112)(4 1112X4ff Q P 0 N M L K m4X5 m 4X5[10] m 3X4 l 12,7„4 1 6,8„4 1 ♦1- 19'3"8 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LA Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.094 C 999 360 Q 686 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.177 C 835 240 N 1095 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 B - - K 397 /- I- /- 1- /4.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.040 B - - 0 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 N Min Brg Width Req= 1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.336 K Min Brg Width Req= 1.5 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.337 Bearings 0,N,&K Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.304 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 A-B 1 0 E-F 306 -162 i B-C 0-1307 F-G 306 -162 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strop back.See detail D-E 0-1317 H-H 10 -435 9 D-E 0-1307 H-I 1 0 Top chord 4x2 SP M-30 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP M-30 recommendations. 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 1-8-0. Q-P 890 0 N-M 435 0 P-0 1316 0 M-L 435 0 Plate Shift Table 0-N 866 0 L-K 433 0 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [7] 3X3 1.25 L 1.25 [10] 4X5 1.50 R 1.25 Webs Tens.Comp. Webs Tens. Comp. Purlins R-Q 0 -10 F-N 0 -284 In lieu of structural panels or rigid ceiling use purlins A-0 0 -104 N-G 0 -578 to laterally brace chords as follows: Q-B 0-1047 G-M 101 -40 Chord Spacing(in oc) Start(ft) End(ft) B-P 490 0 L-H 72 -76 TC 24 0.13 18.92 P-C 0 -218 H-K 0 -510 BC 120 0.13 18.92 D-0 0 -267 I-K 0 -126 Apply purlins to any chords above or below fillers 0-E 587 0 K-J 0 -11 at 24"OC unless shown otherwise above. E-N 0-1059 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 IlECICEMZETi PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17548/T43/SY42 StSimonA8 Qty: 2 FROM: DRW: F04 Wgt:44.8 lbs ... / ... 01/29/16 2'10"83'10"8 6'8"8 2'10"8 I 1' I 210" f3"i---2,6" I I 2'6"4--'.I 1111 X3 =3X3 1111X3 =3X3 A B C D -rJ � � � E I 3.8 io 1 110 a O 101 2 1111X3 =3X3 .'_- 1 H G F 3X4 1112X4 r 6'8"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.021 C 999 360 I 356 /- I- /- I- 13.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.041 C 999 240 F 356 /- /- /- /- /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - I Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.015 B - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings I&F Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.445 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.248 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.198 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 C-D 0 -352 I:NA GCpi:NA Plate Type(s): B-C 0 -361 Wind Duration:NA WAVE VIEW Ver:15.02.0OC.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 I-H 360 0 G-F 0 -1 Bot chord 4x2 SP#2 H-G 361 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins J-I 0 -11 C-G 0 -203 In lieu of structural panels or rigid ceiling use purlins A-I 0 -118 G-D 417 0 to laterally brace chords as follows: I-B 0 -424 D-F 0 -323 Chord Spacing(in oc) Start(ft) End(ft) B-H 71 -31 F-E 0 -22 TC 24 0.25 6.46 BC 75 0.25 6.46 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. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-8-0. 111 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 1 PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEAN:17630/T34/SY42 StSimonA8 Qty: 1 FROM: DRW: F02A Wgt:113.4 lbs ... / ... 01/29/16 F 9'1"8 + 10'519'3.'8 9'1"8 1'4"81 8'10" ,10"12 r- -1 (TYP) T j� W A =4;4 =-3X3 m- X3 m3X3 NI3X4 131 m3) 151 m4)4 171 m 5X7 0] in II .(\ \ / \ �F /\/ \/\/IIL 1` 1 10'1"2 =4X4 m3X3 =3X3 1113X4[12] 1113X3[14] m4X4(16] V U T S R Q P 0 M 4X5 =5X5[19) 1 18'4„8 111-1 I- - 19'3"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: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.165 E 999 360 V 957 /306 /117 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.317 E 677 286 N 3420 /- /2798/- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.031 B - - V Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.058 B - - N Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings V&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.831 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.790 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No 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 F-G 1423 -2559 I:NA GCpi:NA Plate Type(s): B-C 525-1282 G-H 1547 -1934 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 938-2144 H-I 1522 -955 Lumber Wind D-E 1249-2543 I-J 1325 0 Value Set:135(Effective 6/1/2013) Right cantilever is exposed to wind E-F 1421 -2568 J-K 1325 0 Top chord 4x2 SP M-31 End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP M-30 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Attach notched end vertical(s)to next end vertical Lumber value set"13B"uses design values using(3)qty.10d box or(0.128"x3"min)gun nails,or V-U 727 -296 0-P 2309 -1529 approved 1/30/2013 by ALSC (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire U-T 1814 -769 P-0 1556 -1564 staples,through wide face;or(3)qty.16-Gauge,1" T-S 2458 -1118 O-N 340 -1483 Special Loads Crown(minimum),1-1/2"length wire staples on each S-R 2572 -1418 N-M 3 0 narrow face. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) R-0 2568-1421 TC-From 54 plf at 0.13 to 54 plf at 19.17 Additional Notes BC-From10 plf at 0. to 10 plf at 19.29 +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(lbs) TC-240808 lb Conc.Load at 19 19.04 STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. PlatingNotes recommendations. W-V 2 -7 Q-G 754 0 All plates are 2X4 except as noted. Provide uplift connections at bearings as indicated. A-V 12 -41 G-P 0 -697 UPLIFT (LB): 306 V-B 469-1155 P-H 687 0 Plate Shift Table BRG.LOC(FT): 0.00 17.92 B-U 881 -364 H-0 81 -1050 Truss designed for 130.00 mph wind.15.00 ft mean height JT Plate Lateral Chord JT Plate Lateral Chord with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). U-C 387 -845 0-I 1064 -73 No Size Shift Bite No Size Shift Bite Enclosed building(SBC) C-T 524 -272 I-N 276 -1214 [12] 3X4 1.25 L 1.25 [13] 3X4 1.25 R 1.25 T-D 287 -499 J-N 0 -585 14 3X3 1.75 R 1.25 15 3X4 1.75 R 1.25 Truss must be installed as shown with top chord up. ( ] ( ] D-S 267 -210 N-K 0 -24C0 [16] 4X4 2.25 R 1.25 [17] 4X4 1.75 R 1.25 The overall height of this truss excluding overhang is S-E 352 -271 K-M 0 -27 [19] 5X5 2.00 R 1.25 [20] 5X7 S 1.50 1-8-0. E-R 65 -263 L-M 0 12 Purlins F-Q 0 -357 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 19.04 BC 120 0.13 19.17 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 EIOSEMEEIGI PE No.60839 PE No.58544 PE No.71457 ABCC118 Ply:1 SEQN:17547/T26/SY42 StSimonA8 Qty: 5 FROM: DRW: F01 Wgt:67.2 lbs ... / ... 01/29/16 5'4"8 6'7"812' 5'4"8 1'3" I 5.4"8 F'{---2'6" I 2'6"12-I I--2'6"12--I { (TYP) 11112(3 =3C4 III p(3 III8(3 ----p4 lyX3 T38 L 1: - -444444,%%44444.44%40441 iG 10'1"2 =3X3 =3X3 -.T.- 0 4X5K J I =4X5 1 12' 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Sid: NA P9:NA Ct:NA CAT:NA PP Deflection in loc Udefl L1# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.067 C 999 360 K 648 /- /- 1- 1_ /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.131 C 999 240 H 648 /- /- /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.014 B - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA - HORZ(TL): 0.029 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: 0.521 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.524 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.280 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 -1183 I:NA GCpi:NA Plate Type(s): B-C 0-1183 E-F 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1190 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 K-J 830 0 I-H 830 0 Webs4x2SP#3 J-I 1190 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins L-K 0 -10 D-I 0 -182 to laterally brace chords as follows: A-K 0 -103 I-E 465 0 Chord Spacing(in oc) Start(ft) End(ft) K-B 0 -976 E-H 0 -976 TC 24 0.25 11.75 B-J 465 0 F-H 0 -103 BC 120 0.25 11.75 J-C 0 -182 H-G 0 -10 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. 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 1-8-0. 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 laiSCEEECEU PE No.60839 PE No 58544 PE No.71457 ABCC118 Ply:2 SEQN:17627/T15/FLOC) SlSimonA8 Qty: 1 FROM: DRW: B02 Wgt:0.0 lbs ... / ... 01/29/16 C AD _ 10'1"2 4'3" 4'3" Loading Criteria(psi) 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 Udef U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 360 C 347 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 240 D 157 /- /- /- /- /3.5 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= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings C&D Fcperp=565psi. Soffd: 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 Ver:15.02.000.1217.15 Lumber Floor Joist Header:0.0"x18.0"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 4.25 BC- 236 lb Conc.Load at 0.27,2.27 Additional Notes Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 1.50. The overall height of this truss excluding overhang is 1-6-0. 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 X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 inSMCBIZEM -I D S-0 mm m m -1 < r 4,.. 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