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338 4TH ST - TRUSSES BUILDER: COPY SH Design VISION: FILE Atlantic Beach r2.-1 are" I LOT NUMBER: 0 „ e 0 „ b 0 e �zp 338 4th St Lot 13 �� N - - A� - MODEL:pp Ifiri J 3 Custom J13 elj DESIGNED/CHECKED: ' ANIII J74 RD J15 _ Ail J15 J15 723 724 725 , TRUETRUSS T26 (/��� A DIVISION'OR — FGE01 - _.-- - ,, _ - _ - - :. V Vi:�L1LVVJF) h. 44 F05 0 1773 1 FOt lam" 1 F05 ' 11'!IPPIIP; (" 1'6'5 1 FO1 F05 v 17"6 ry r i F05 F01• 17� i F05 3 'T FO1 lam, s F05 1'7'4 F01• 6.. i F05 1'3'10 i FOS FO7 � +7'3 a F05 IN F05 a a FOS iF05 Fot I.. 0 1'3 TECHNOLOGY L .F05 F01 NL 1'7'3 0 , 1.5• a F05 F01• 17'3 This drawing is not sufficient FGE02 • €Fob 1."' 0 aF06 alone for installation. L... i F07 1414 I 17-3 Additional instructions F02 H i F07 "° F03 I ''7'3 &FO8 accompanying this drawing, uata F03 I 1'7-3 iFOS including BCSI-B1,should be STAIRS 'u414 � 1.3 used in conjunction with the U4,4 F93 1•3 �F� architectural and structural 1,414 Fo3 „ s Foe plans during installation. If 1 U414 F04 - ,,N � BCSI-B1 has not been 'U414 1.6- shipped to the site with the "°' • FGO1 FTO2 components shown on this na 1R' -DN' N FT02 VL page, please contact Apex 3 3 3 FT02 Technology for a free copy. FT03 Permanent bracing for the - building, including bracing to l FT03 resist wind, seismic, or other FT04 lateral forces, and permanent 0 - FT05 bracing for all structural FTO6 elements, is the responsibility FT07 of the Engineer of Record for FTO6 the structure or the building designer, per ANSI/TPI 1- `+ T28 n -r 2. T29 ,,1,qqd M i . j Al.ri7' ., J14 J1J ..e. E. J F ••• • lar4 itip.-- t3 • • �n 1 ' r� s (ii, 1 ,3 4 1 -• -, -' 21'4- -• -• I 9: 3 , 1 E ' • • • ` 34 R I 'I•fQT • O•• NI... V � . I,,,�S • !\,w. . 7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 1/%91.°1���„A2y4V�2U16 I347 I Wit, S a 2 S 3 a 8 8 as S a o o I ' o a, 1 I I — J01 ; J01 J02 I J02 J03 - ,r J03 T01 102 103 TO1 1, T05 T06 O 107 iti a 108 � 109 — ---- ti„\1--1���:'S 1.3. T12 J05 ; 113 JO6 J10A ro TU26 T14 Me 010.41111 J07 mri pppmr.l,li'i1 U26!Mk A r `► T75 T11 I' ,T11 J03 J07 J02 JO6 ,II1! 1hh � _ iilik/Y-q, 718 118 0 2300av DRAG LOAD APPLIED TO 130. REFER TO SHOP DRAWINGS AND 119 jo STRUCTURAL ENGINEERING FOR ADDITIONAL INFORMATION. -_I.720 4 k.111111111 J02 � I_T21 1 JOt r � J0 1 — AMINIIIII0 '9'0, 15'4' 12 _2•_ I 1-361 I-�1 { APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA N S & Hesign FILE COPY 1J Site Information 338 4th St. Duval Structural Engineer of Record Derek B. Murray PE No. 71457 A/I"!IPP ( 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 00 psf+ NCLL 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 90 truss designs with individual date of design N__O I JOB ID TRS ID DATE NO JOB ID ITRS IDI DATE TNO JOB ID ITRS IDI DATE 1 338 4th ST B01 2/8/2016 31 338 4th ST HJO6 2/8/2016 F61 338 4th ST T01 2/8/2016 2 338 4th ST B02 2/8/2016 32 338 4th ST HJO7 2/8/2016 '62 338 4th ST T02 2/8/2016 3 338 4th ST B03 2/8/2016 33 338 4th ST HJO8 2/8/2016 63 338 4th ST 103 2/8/2016 4 338 4th ST F01 2/8/2016 34 338 4th ST HJO9 2/8/2016 64 338 4th ST T04 2/8/2016 5 338 4th ST F02 2/8/2016 35 338 4th ST J01 2/8/2016 65 338 4th ST 105 2/8/2016 6 338 4th ST F03 2/8/2016 36 338 4th ST J02 2/8/2016 66 338 4th ST 106 2/8/2016 7 338 4th ST F04 2/8/2016 37 338 4th ST J02A 2/8/2016 67 338 4th ST 107 2/8/2016 8 338 4th ST F05 2/8/2016 38 338 4th ST JO2B 2/8/2016 68 338 4th ST T08 2/8/2016 9 338 4th ST F06 2/8/2016 39 338 4th ST J03 2/8/2016 69 338 4th ST 109 2/8/2016 10 338 4th ST F07 2/8/2016 40 338 4th ST JO3A 2/8/2016 70 338 4th ST T10 2/8/2016 11 338 4th ST F08 2/8/2016 41 338 4th ST J04 2/8/2016 71 338 4th ST T11 2/8/2016 12 338 4th ST FG01 2/8/2016 42 338 4th ST JO4A 2/8/2016 72 338 4th ST T12 2/8/2016 13 338 4th ST FG02 2/8/2016 43 1 338 4th ST J05 2/8/2016 73 338 4th ST 113 2/8/2016 14 338 4th ST FGE01 2/8/20161 44 1 338 4th ST J06 2/8/2016 174 338 4th ST T14 2/8/2016 15 338 4th ST FGE02 2/8/2016 45 338 4th ST l "A 2/8/2016 75 338 4th ST T15 2/8/2016 16 338 4th ST FGE03 2/8/2016 46 338 4th ST i J07 2/8/2016 76 338 4th ST T16 2/8/2016 17 338 4th ST FGE04 2/8/2016 47 338 4th ST ! JO7A 2/8/2016 77 338 4th ST T17 2/8/2016 18 338 4th ST FT02 2/8/2016 48 338 4th ST 1 J08 2/8/2016' 78 338 4th ST T18 2/8/2016 19 338 4th ST F103 2/8/2016 49 338 4th ST ! JO8A 2/8/20161 79 338 4th ST T19 2/8/2016 20 338 4th ST FT04 2/8/2016 50 338 4th ST J09 2/8/2016 80 338 4th ST T20 2/8/2016 21 338 4th ST ' FT05 1 2/8/2016 51 338 4th ST JO9A 2/8/2016 81 338 4th ST T21 2/8/2016 22 338 4th ST FT06 2/8/2016 52 338 4th ST J 10 2/8/2016 82 • 338 4th ST T22 2/8/2016 23 338 4th ST FT07 2/8/2016 53 338 4th ST J 10A 2/8/2016 83 338 4th ST T23 2/8/2016 24 338 4th ST FT08 2/8/2016 54 338 4th ST J 1 1 2/8/2016 84 338 4th ST T24 2/8/2016 25 338 4th ST G E 01 2/8/2016 55 338 4th ST J 1 1 A 2/8/2016 85 338 4th ST T25 228/2016 26 338 4th ST HJO1 2/8/2016 56 338 4th ST J 12 2/8/2016 86 338 4th ST T26 2/8/2016 27 338 4th ST HJ 02 2/8/2016 57 338 4th ST J13 2/8/2016 87 338 4th ST T27 2/8/2016 111tH 28 338 4th ST HJO3 2/8/2016 58 338 4th ST J14 2/8/2016 88 338 4U'i al, 2/8/2016 mu.29 338 4th ST HJO4 2/8/2016 59 338 4th ST J 15 2/8/2016 89 334:01th . . • . ... is , 2/8/2016 30 338 4th ST HJO5 2/8/2016 60 338 4th ST J16 2/8/2016 9 4 ,' E.N SF i 01;2/8/2016 Q • L •. s - Apex Technology _' • No 714 ~ Apex Technology is a ficticious name owned by Jax Apex Technology,Inc..a Florida Corporation. Florida Engineer Business Ni 7547-4745 Sutton Park Court,Suite 402 Jacksonville.FL 32224(904)821-5200 :II • The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the Truss Design Drawings � ST"T _ - listed above and attached. The suitability and use of each drawing for any particualr building is the responsibility of the Building • ,� •. . ' • Designer,per ANSI/TPI 1-2002 Section 2 °s-T�• ( • R�•..'-`�$ 61fG15 31 003 of to this sheet,I hereby certify Board of Profess o alhEngineers serves as an index sheet in conformance with Rule 61G15 23.002(2)and �e°F SS l0 t nS 4 S Job#338 4TH ST BEARING INFORMATION I QTY I SPAN DESCRIPTION BRG# REACTION UPLIFT 3 152.53 54.00 8 03'00"00 J02 JACK 6.00/12 Pitch 1 -Ply 1 225.98 88.00 2 36.61 1.00 3 53.41 50.00 1 02'10"08 J02A JACK 6.00/12 Pitch 1 -Ply 1 94.38 23.00 2 41.00 3.00 3 71.40 61.00 1 03'00"00 JO2B JACK 6.00/12 Pitch 1 -Ply 1 98.48 14.00 2 42.47 1.00 3 73.12 44.00 7 05'00"00 J03 JACK 6.00/12 Pitch 1 -Ply 1 279.26 103.00 2 66.71 0.00 3 111.33 97.00 1 04'10"08 JO3A JACK 6.00/12 Pitch 1 -Ply 1 160.03 43.00 2 69.63 4.00 3 121.26 104.00 14 07'00"00 J04 EJACK 6.00/12 Pitch 1 -Ply 1 339.76 122.00 2 96.01 1.00 3 164.12 143.00 5 0610"08 JO4A EJACK 6.00/12 Pitch 1 -Ply 1 225.68 65.00 2 98.23 5.00 3 170.99 149.00 5 01'00"00 J05 JACK 6.00/12 Pitch 1 -Ply 1 196.96 137.00 2 15.00 0.00 3 231.36 66.00 4 03'00"00 J06 JACK 6.00/12 Pitch 1 -Ply 1 214.99 155.00 2 45.00 0.00 3 59.67 22.00 1 03'00"00 JO6A JACK 6.00/12 Pitch 1 -Ply 1 214.99 102.00 2 45.00 0.00 3 59.67 22.00 4 05'00"00 J07 JACK 6.00/12 Pitch 1 -Ply 1 271.12 200.00 2 75.00 0.00 3 124.85 47.00 1 05'00"00 J07A JACK 6.00/12 Pitch 1 -Ply 1 271.12 109.00 2 75.00 0.00 3 124.85 23.00 2 07'00"00 J08 EJACK 6.00/12 Pitch 1 -Ply 1 367.68 247.00 2 140.00 0.00 3 184.58 82.00 2 07'00"00 J08A EJACK 6.00/12 Pitch 1 -Ply 1 264.78 173.00 2 140.00 0.00 3 194.78 107.00 1 01'00"00 J09 JACK 6.00/12 Pitch 1 -Ply 1 196.96 137.00 2 15.00 0.00 3 231.36 66.00 2 01'00"00 J09A JACK 6.00/12 Pitch 1 -Ply 1 32.83 12.00 2 15.00 0.00 3 27.83 9.00 1 03'00"00 J10 JACK 6.00/12 Pitch 1 -Ply 1 214.99 155.00 2 45.00 0.00 3 59.67 22.00 Page 2 of 5 Job#338 4TH ST BEARING INFORMATION QTY SPAN DESCRIPTION 1 BRG# REACTION UPLIFT 2 625.39 291.00 1 19'04"00 T15 HIPM 6.00/12 Pitch 1 -Ply 1 1459.77 788.00 2 1728.74 941.00 1 14'03"00 T16 FLAT 0.00/12 Pitch 3-Ply. 1 3863.18 1670.00 2 4487.88 1775.00 1 14'08"00 T17 JACK 6.00/12 Pitch 1 -Ply 1 1087.61 442.00 2 1184.77 474.00 4 14'08"00 T18 JACK 6.00/12 Pitch 1 -Ply 1 574.14 170.00 2 574.14 170.00 1 14'08"00 T19 JACK 6.00/12 Pitch 1 -Ply 1 574.14 164.00 2 574.14 164.00 1 14'08"00 T20 JACK 6.00/12 Pitch 1 -Ply 1 574.14 173.00 2 574.14 173.00 1 14'08"00 T21 SPEC 6.00/12 Pitch 1 -Ply 1 1065.84 531.00 2 1013.16 510.00 1 03'00"00 T22 HIPM 6.00/12 Pitch 1 -Ply 1 181.91 75.00 2 266.93 126.00 1 32'08"00 T23 HIPS 5.00/12 Pitch 2-Ply 1 2614.60 880.00 2 2603.01 876.00 1 32'08"00 T24 HIPS 5.00/12 Pitch 1 -Ply 1 1156.12 366.00 2 1156.12 366.00 1 32'08"00 T25 HIPS 5.00/12 Pitch 1 -Ply 1 358.81 88.00 2 1392.25 435.00 3 672.36 207.00 1 32'08"00 T26 HIPS 5.00/12 Pitch 1 -Ply 1 363.96 95.00 2 1434.91 422.00 3 701.04 210.00 6 07'00"08 T27 JACK 5.00/12 Pitch 1 -Ply 1 339.24 84.00 2 211.37 88.00 1 2104"00 T28 HIPS 5.00/12 Pitch 1 -Ply 1 786.84 247.00 2 786.84 247.00 1 21'04"00 T29 HIPS 5.00/12 Pitch 1 -Ply 1 1652.38 557.00 2 1652.38 557.00 1 14'11"08 T30 FLAT 0.00/12 Pitch 2-Ply 1 1443.18 794.00 2 -325.99 93.00 WOODFLOOR QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 11 14'00"12 F01 SY42 0.00/12 Pitch 1 -Ply 1 760.94 0.00 2 760.94 0.00 2 05'09"08 F02 SY42 0.00/12 Pitch 1 -Ply 1 257.96 0.00 2 249.04 0.00 5 09'05"00 F03 SY42 0.00/12 Pitch 1 -Ply 1 417.31 82.00 2 408.49 78.00 1 09'05"08 F04 SY42 0.00/12 Pitch 1 -Ply 1 506.34 0.00 2 521.58 0.00 14 20'09"04 F05 SY42 0.00/12 Pitch 1 -Ply 1 1019.81 0.00 2 1019.81 0.00 1 20'09"04 F06 SY42 0.00/12 Pitch 1 -Ply 1 1019.81 169.00 2 1019.81 169.00 Page 4 of 5 mx � ci�mcoz n m co �l m O) �J CJl A W (/) N mOm p��4-0 � X D H 0 W 0 "'i > m z m 73 D -U p S x m,--a O D --1 73 0 cX 0 c 0 --I 7) m 0 m c) ," m �O momma D m z w m —� m 0 m -n 0 z K zzG°{ x oSrS X _ D Cn p S 0 �7 n D G7 Z H ZN \ m Nomoz z O H 0 m m co z m >T MU T1 H Om i 0 0 0 D U) O z O m " 0 70 0 D 0) m 0 H �-0 m 0 0 -0 m CJ 70 K m Z �J °m Z�] =Z � m D 0 c (n - 0 c D cn OK -Ii > 07) off 0 I mm 0c� -im m Dm mW m 0m OGD 0? z p p = � f H m = 2, NC 0 Cm . m H 0— m -I pD oD - r m73 CD > c Z M 0 <co p x o p O co m m OD —zl Z � � 70 Cr) °v"' N m Z D 0 0 �= x A m � = 00 0 m —Im D � 0o Aw tiju, XW .Zml frl m7:] — GD mD zm m z S .Z7 O O< z D m z n CzA -p �J C S xp . 0 0 Z D O Co 73 H 0 Z —I 0 mm M �J 0T n z mO Or ,..,-1 -ID - 0•PS 0 > n H 0 < czn m y D D O z 0> X C jilX 00m p , zz X OD o -Io � 0 Z z z (nH 0 C z 7) z = c 0 o D O m z < r m D O O T. D zz O m0 m 2 < = 0 0co m z m -1 p H 00 c 0 G) �7 D m m am o C _ > 0 r m �7 n m H m H mr D �J ?o z cn °osmK c_ X 0 D m G n 0 n z-, m Zom p0 Z 0Z] D z Ccn Z oT o, T3Nmmz co 7) > O D 0 m 'n O -n mm �N 2 TI Wn>° z D X) < r z 73 > m m 0 0 no m <zz5 i� c S m m co G7 H —I 0 W �y oc�c�y i = co �] cn 77 7J D t- < 4?o~ -,yap co 73 I > I - v H m fffiri m m 0 m 0 m 0 O c� D i- .� _ > z >p 7J < xj z * H cn = w m m m A I _ = D m G� z m I �)`o N z� p w D O 5 z —I S — C O z m O r a p / cn m z (n 0 C Z c tl O cn m o> z m W D m m 0 cn cn m 0 CD - m m G) m. C (7 o; 0 F z GD < 0 O0 , 0 K� mm p z (n C DZ � m b o m m 0 > j cn m cn cn mz p z co 7] m moo c G7 mF it 0 C r Co r m Z OM (n 0 m H F T -< = xj m o; wz m z H 0 0 '17 co D -< M o�mo m D 0 C7 3IS _ M� T D o r m p 0 T D m O �7 O (/Z..j_ Z>z, m m co z m 0 0 m D � n s T, 5 z c H 0 7] m --I n m , Cn n— r m 0 D m Gzj O _ir,n,-,_„0-omi .. '� o Iml Z U) ) 0 .Z�J 0 0 D z- (n Z C 0 m m o m m Z cn O Oz D m 115 m m cn --I cn cpm Dm �_ 0 0 m OZ7 00 i o � O G) T �J D Zn � m cA CA m � m m Z 0 mOO mm DC co G) > - zo • C z 0 m G) > 0) m O = � DD , X o L- IT, Om z O mm mm C7 cn 73 0i m (. ) cn m z w H I- 5 O m z DZ 01 � m o m n � O 0 O z H 0 Z 0 m � cn 0 m m -4 D x-0 mm zx rm■ Oro 00 z0 Z N _T Z O m-I O=i ZO y C 2 N (7q. O m m LO HIP GIRDER _-< REFER TO PLACEMENT PLAN FOR NO OF PLIES mm -ox y Om Vn m= 1 ' :S1 o r LO) >< JACK mz x2 m> 0 r r Z O OA o JACK >O TT 2x N O'D v� m Z> 0 � o0 cox om ■ KO gi' JAC (T> D D D D z n C C C Ell Z0 * -�7 z 2 71 n 0 0 C A N 71 I C c 0> C �3 m 02W co C W I ` DD =- 0 mm0 A0O> 5 4' m0 . - 000 -Hcno�o G C x a X F. z O n X O cn r7DO ._ cnm0 `'_mZ� Z _1 c/) cnZZ _1 cnOZ -1 P nZO = omZO > m -nZO� � m° mo m Om e zn EA N 1 i � Z m � -O� O D T - D z p D ng • C > T ( O m z C O F rTi 0 g O OK � D � � -1 Dz �zZ r —iD —I O O — il -3 '• � mOT * mv) -a c/5 90 z02° 00 ' 03 Z = c o, D C rn O O D O O O D O 2 0 0 n D 76 O = m 13 F '(7---3 Z z O D O 0 1 M m m O Dcn 0X r --I _m mm zX Om i Z _O 00 20 n", ZN -I D aT 20 m-1 v11 zo i 0 7l D A -i o ( z m 0 m �` m O Z y o ♦ Z N cn _< m cn �' n 0 13 co - N ax D v 0 0 ti m M o-0 0�A -I W CO O z m z o0 c x T -1• D O _� m m N co C o73 D m N Z o = D j= -1=.`n p x z>00 z N O y .. v cn N!. N -o m2 C m m0 rn *Ot 21. I n N -81 o0 m J3.-0 n :�' D D N. m i C Z _1� m m �- Z7 r Nm C Z z0 > /44 /f 11 0� _ 71 v 14 nu iy 4ti �C� O 0 m O z 4. Ow pO -4 . .". Co �g 1 Oa vV c�i g N v . �y w b ioo o ii G/i W oy T rric) = 0 0 < z -0 m , m O D0 —ZI r m G r O O W D O n r < X 2 11 H 7 > \6 / \ \ REFER TO GABLE END - A \ o / A� BRACING DETAIL - 9 f > > . Dr 0xek j\ p % \ . )k • H © 9 \ \ -.0.. m > a )� # @ x \\ x C i \ « } 0 )m 2 } / 0\ x > x ~ H > @ / z z me c H / \ \ / WI- §§ mo ago 7 % 3 p. \ / \ oj E / 03 = IH = § f k 9 0 oz xne % \� m / 2 / 0 - ;] I - 0 m ` 0 c I - z -< / / Co > x c \ ' Ix !. z e e e mm )/ • \/ 1! s ,x 2 \ � o ow e © saws OO ƒ ¥ / / 2 < e2 � f / O � mHr O I0 < \/ / / ? / \ / / / i / /` o / 5 ° cam § E )§ 22 \ z \ / / 7 ƒ > w - � � f.. z ,- / z2mz2 \ / Im c T1 . i \ / ~ Z - 0 H N. / / ® i , � > • % = - H3 $ 0 / > f 2 . -� 2 e \ g < § } H g2 ; / hilb., .. % a - % / ° m• 7j » C \ / ��. . m0 / / C - H 0 « =�'�% cei •0 m o U) 2 2 ,- - 2 $ Emir . z p t 9 % rm 113 r- $ ,, — Wry S / > ® ~ . .mo S. / P 0 c ® C _ _ _ 7 / � 0 / m c » / S / X C ' \ 338 4th ST Ply:2 SEAN:17737/T104/FLOO Custom-Smith Residence Qty: 1 FROM: DRW: B01 Wgt:0.0 lbs ... / ... 02/08/16 7 io � C 1 B AD�J jh 10'1"2 20'11"4 2O'11"4 Loading Criteria(psf) 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):0.000 - - 360 C 4030 I- l- l- I- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 335 D 4030 /- /- /- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 2.1 Des Ld: 55.00 EXP:NA HORZ(TL):0.000 - - - D Min Brg Width Req= 2.1 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 385 plf at 0.00 to 385 plf at 20.94 Additional Notes Deflection meets U360 live and U335 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. ep 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 338 4th ST Ply:2 SEAN:176471 T92/FLOC) Custom-Smith Residence Qty: 1 FROM: DRW: 803 Wgt:0.0 Ibs I ... 02/08/16 T 1 B A rh 10'1"2 11'3"8 11'3"8 Loading Criteria(psf) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 15.00 Speed: NA mph Pf:NA Ce:NA VERT(LL):0.000 - - 360 C 1152 /- 1- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 240 D 1486 /- /- /- I- 13.5 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 15 plf at 0.00 to 15 plf at 11.29 BC- 74 lb Conc.Load at 1.82 BC- 761 lb Conc.Load at 3.82 BC- 408 lb Conc.Load at 5.42,7.02,8.62,10.22 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 rAVF:E Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 iniErEEMO 338 4th ST Ply:1 SEQN:17641/T94/SY42 , Custom-Smith Residence Qty: 2 FROM: DRW: F02 Wgt:39.2 lbs .. / ... 02/08/16 3,0„8 I 410„$ I 19' 1 I-S 4---2,6„12 "I I--1'6„12-I 1111X3 1111X3 =3X3 A 1B4X5 =3C D E F I I r 114 2 M r 10'1"2 111X3 m3X3 .iX3 1111X3 I-4- J I G i5'9''8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL 1W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.034 D 999 360 A 258 /- /- 1- /- /3.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.058 D 999 240 G 249 /- /- /- /- 1- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.007 I - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.012 I - - G Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.423 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.294 Maximum Top Chord Forces Per Ply(Ibs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.159 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 D-E 0 -261 I:NA GCpi:NA Plate Type(s): B-C 0 -254 E-F 0 -254 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 -243 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 J-I 0 -1 H-G 0 0 Webs 4x2 SP#3 I-H 261 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. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. J-B 31 0 E-H 0 -149 B-I 285 0 H-F 333 0 Purlins I-D 0 -162 F-G 0 -259 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(k) TC 24 -0.13 5.67 BC 66 0.17 5.67 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 Additional Notes Truss must be installed as shown with top chord up. 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. 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 EUSIMODICEM PE No.60839 PE No 58544 PE No 71457 338 4th ST Ply:1 SEQN:17635/T79/SY42 Custom-Smith Residence Qty: 1 FROM: DRW: F04 Wgt:54.6 lbs ... / ... 02/08/16 I 5'3" I 1'4" I 2' 0"8 I--_2'6" I- 2'6"1 2 -I t 1 (TYP) 1111X3 =3X63[2] III 1 3 =3X4 III�]X3 T .00000 _ D LF 8 io 1 a 10'1"2 ---3X3[1] =3X3 1111X3 J I 1-1 G i5 r 9'5"8 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl UN Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.105 C 999 360 J 506 I- l- I- I- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.189 C 585 240 G 522 I- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.024 B - - J Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.043 B - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearing G Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.728 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.695 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.253 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 0 -792 I:NA GCpi:NA Plate Type(s): B-C 0 -789 O-E 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or J-I 722 0 H-G 788 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire I-H 792 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Plating Notes A-J 0 -99 H-D 124 0 Plates sized for a minimum of 4.00 sq.in./piece. J-B 0 -816 D-G 0 -900 B-I 206 -10 E-G 11 -107 Plate Shift Table I-C 53 -54 G-F 0 -10 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [1] 3X3 1.25 L 1.25 [2] 3X3 1.75 L 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.29 8.92 BC 110 -0.29 8.92 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 Truss must be installed as shown with top chord up. 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 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 ,AfFswE , Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUMEICUMEI PE No 60839 PE No 58544 PE No 71457 338 4th ST Ply:1 SEAN:17653/173/SY42 Custom-Smith Residence Qty: 1 FROM: DRW: F06 Wgt:113.4 lbs ... / ... 02/08/16 10'6" 1 11'6"I 20'9"4 -I 10'6" 1' 9.3"4 I--2'6"_H F"-7612-I $ (TYP) 3 I I I-2'6"12--I--2'6"12-}--2,6„12'--I I-1'4"H I---2'6"12--I I I g p G W=3X4 T A =4X8 C =3X4 E F =3X312] H I w4X8 KL U 10'1"2 ...,-""°..... .. ..'" -...........1107 %."----.... /-'iiiiiii .ii .. .h.=3X8(5) -m3X3 = ° 3X3 3X8[15] V/// �S R Q P O N M w 3X8 W=H0310 =3X8 • 20'9"4 1 I" 20'9"4 I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.10 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.308 E 790 360 S 1020 /168 /206 /- /- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.563 E 431 324 U. 510 /84 /103 /- /- /24.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 M - - S Min Brg Width Req= 1.5 Des Ld: 62.10 EXP:NA HORZ(TL): 0.074 M - - J Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings S&J Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.453 Maximum Top Chord Forces Per Ply(Ibs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.642 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 780 -3685 I:NA GCpi:NA Plate Type(s): B-C 593-2815 G-H 595 -2813 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 C-D 593-2815 H-I 595 -2813 Lumber End Vertical Attachment D-E 780-3688 I-J 595 -2813 Value Set:13B(Effective 6/1/2013) Attach notched end verlical(s)to next end vertical E-F 781 -3693 J-K 1 0 Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. S-R 1631 -371 P-0 3693 -781 approved 1/30/2013 by ALSC R-Q 3501 -753 0-N 3494 -749 Additional Notes 0-P 3501 -753 N-M 1625 -370 Plating Notes +2x6 continuous strongback.See detail All plates are 2X4 except as noted. STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(Ibs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table Provide uplift connections at bearings as indicated. JT Plate Lateral Chord JT Plate Lateral Chord UPLIFT (LB): 169 169 T-S 2 9 F-O 36 272 No Size Shift Bite No Size Shift Bite BRG.LOC(FT): 0.00 18.77 A-S 30 -96 0-G 497 -56 [5] 3X8 4.00 L 1.25 [12] 3X3 1.75 R 1.25 Truss designed for 130.00 mph wind,15.00 ft mean height S-B 423-1862 G-N 180 -773 [15] 3X8 4.00 R 1.25 with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). B-R 1344 -260 I-N 67 -237 Enclosed building(SBC) C-R 63 -218 N-J 1347 -262 Purlins Provide for complete drainage of roof. R-D 186 -778 J-M 423 -1856 In lieu of structural panels or rigid ceiling use puffins Truss must be installed as shown with top chord up. D-P 468 -105 K-M 30 -97 to laterally brace chords as follows: p p' P-E 40 -164 M-L 2 -9 Chord Spacing(in oc) Start(ft) End(ft) The overall height of this truss excluding overhang is TC 24 0.13 20.40 1-6-0. BC 120 0.13 20.40 . Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.31"DL:0.28".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17661/T90/SY42 Custom-Smith Residence Qty: 5 FROM DRW: F08 Wgt:119.0 Ibs / ... 02/08/16 106 116 2134 I 10'6" I 1' f 9,9„4 ~ a (TYP) -I I^2.6,•12-{ I I I"-'2'6"12 --I--2,6„12-I-2'6„12-I f'-1'6"6-{ I--2'6"12--I 11 g p G W=3X4 T A�wdX8 C 1-:393r71 E F m3X3 12H I_ m X8 1111X3 2,13 /"�' "\_ /'v\`-L 10'1"2• m3X8[5] W=H0310 m3X3 =3X3 m 3X8[15] �S R 0 P 0 N N m 3X8 m4X8 1 21'3"4 -j Loading Criteria(psf) 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 Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 17.10 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.326 E 762 360 S 1038 /- /- /- /- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.597 E 416 331 M 1457 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 M - - S Min Brg Width Req= 1.5 Des Ld: 62.10 EXP:NA HORZ(TL):0.078 M - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings S&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.338 Load Duration:1.00 BCDL:NA psi TPI Std: 2007 Max BC CSI: 0.505 Maximum Top Chord Forces Per Ply(Ibs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.662 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -3827 I:NA GCpi:NA Plate Type(s): B-C 0-2881 G-H 0 -2877 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2881 H-I 0 -2877 Lumber Camber D-E 0-3829 I-J 0 -2877 Value Set:13B(Effective 6/1/2013) Max JT VERT DEFL:LL:0.33"DL:0.27".See detail E-F 0-3834 J-K 64 1 Top chord 4x2 SP M-31 DEFLCAMB1014 for camber recommendations. Bot chord 4x2 SP M-31 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 End Vertical Attachment Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Attach notched end verticals)to next end vertical S-R 1663 0 P-0 3834 0 approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or R-Q 3601 0 O-N 3591 0 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Q-P 3601 0 N-M 1652 0 Special Loads staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) narrow face. Maximum Web Forces Per Ply(Ibs) TC-From 91 plf at 0.13 to 91 plf at 14.13 Webs Tens.Comp. Webs Tens. Comp. TC-From 91 plf at 14.13 to 91 plf at 21.02 Additional Notes BC-From 8 plf at 0.00 to 8 plf at 7.27 +2x6 continuous strop back.See detail T-S 0 -9 F-O 0 -158 BC-From 8 plf at 7.27 to 8 plf at 21.27 g A-S 0 -96 O-G 307 0 BC- 417 lb Conc.Load at 21.21 STRBRIBR1014 for bracing and bridging recommendations. S-B 0-1899 G-N 0 811 Plating Notes Truss must be installed as shown with top chord up. B-R 1382 0 I-N 0 235 C-R 0 -219 N-J 1390 0 All plates are 2X4 except as noted. The overall height of this truss excluding overhang is R-D 0 -817 J-M 0 -1944 1-6-0. D-P 260 0 K-M 0 -165 Plate Shift Table P-E 0 -123 M-L 41 -367 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 3X8 4.00 L 1.25 (7] 3X3 1.75 L 1.25 [12] 3X3 1.75 R 1.25 [15] 3X8 4.25 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 20.77 BC 120 0.13 20.85 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 PE No.60839 PE No.58544 PE No 71457 338 4th ST Ply:3 SEQN:17713/T103/FLAT Custom-Smith Residence Qty: 1 FROM: DRW: FG02 Wgt:375.9 lbs ... / ... 02/08/16 I 8'6"14 I , 77"4 I 4'8"1 �7�'3 6� 3 1'10" I 10'7"10 I 12'8"3 I 14'10"7 I 17'0"12 I 19'4" I 2174 4 2 7"4 2'0"12 1'5"9 2'0"12 2'0"8 2'2"4 2'2"4 2'3"4 1'11"4 -=.5X7 B C D 4 E 1112(4 IIIX4 H I J °K8 =6X1L T - in rr• • • ■ rr i rt r/ rr rr / m� = 1113X4 =5X7 °5X7(**) °H0510 =6X10 Iii4P X W V U T S R O P 0 N M 1 2'1"12 I 2'0"12 I 2'0"12 I 2'0"12 I 2 6"4 I 2 3"4 I 2'1"8 .I r� 6 3 r� 5 12'i 2'1"12 4'2"9 6'3"5 8'4"2 10'10"6 13'1"11 15'3"3 17'6"3 23„4 1 21'3"4 16' 19'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.263 S 971 255 X 3348 /- /- /- /- /4.7 BCLL: 0.00 Enclosure:NA Lc:NA Cs:NA VERT(TL): 0.507 S 503 255 M 6398 I- I- I- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 M - - X Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.094 M - - M Min Brg Width Req= 2.3 NCBCLL:10.00 Mean Height:NA ft Code!Mist Criteria Creep Factor:1.5 Bearings X&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.299 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.597 'Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.889 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 0-1688 G-H 0 -4153 I:NA GCpi:NA Plate Type(s): , B-C 0-2659 H-I 0 -4578 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-3305 I-J 0 -4639 Lumber Plating Notes D-E 0-3305 J-K 0 -4189 E-F 0-4044 K-L 0 -2455 Value Set:13B(Effective 6/1/2013) All plates are 3X8 except as noted. F-G 0-4115 Top chord 2x6 SP SS Dense (")1 plate(s)require special positioning.Refer to Bat chord 2x4 SP M-31 scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x6 SP#2 requirements. :W2,W4,W6,W8,W11,W13,W15,W17 2x4 SP#3: Chords Tens.Comp. Chords Tens. Comp. W2, 2x4 SP#2: Plates sized for a minimum of 4.00 sq.in./piece. X-W 34 0 R-Q 4693 0 Lumber value set"13B"uses design values Purlins W-V 2054 0 0-P 4427 0 approved 1/30/2013 by ALSC In lieu of structural panels or rigid ceiling use pudins V-U 2821 0 P-0 4427 0 Nailnote to laterally brace chords as follows: U-T 3454 0 0-N 3225 0 Chord Spacing(in oc) Start(ft) End(ft) T-S 4115 0 N-M 40 0 Nail Schedule:0.131"x3",min.nails TC 24 0.00 21.27 S-R 4535 0 Top Chord:2 Rows @ 4.50"o.c.(Each Row) BC 120 0.00 21.27 Bot Chord:1 Row @12.00"o.c. Apply purtins to any chords above or below fillers Webs :1 Row @ 4"o.c. at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Repeat nailing as each layer is applied.Use equal Webs Tens.Comp. Webs Tens. Comp. sparing between rows and stagger nails in each row The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. A-X 0-1084 S-H 62 -666 to avoid splitting. A-W 1867 0 H-R 200 -39 Special Loads Additional Notes W-B 0 -970 R-I 81 -268 Truss must be installed as shown with top chord up. B-V 738 0 I-Q 0 -145 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) V-C 0 -429 Q-J 253 0 TC-From 317 plf at 0.00 to 317 plf at 1.94 The overall height of this truss excluding overhang is TC-From 200 plf at 1.94 to 200 plf at 2.23 1-6-0. C-U 591 0 J-O 0 -631 TC-From 100 plf at 2.23 to 100 plf at 16.31 U-E 0 -397 O-K 1133 0 TC-From 200 plf at 16.31 to 200 plf at 16.60 E-T 876 0 K-N 0 -2041 TC-From 370 plf at 16.60 to 370 plf at 19.27 T-F 0 -421 N-L 3035 0 TC-From 200 plf at 19.27 to 200 plf at 19.56 G-S 288 -27 L-M 0 -2075 TC-From 100 plf at 19.56 to 100 plf at 21.27 BC-From 10 plf at 0.00 to 10 plf at 21.27 TC-1185 lb Conc.Load at 2.23 TC-1088 lb Conc.Load at 16.31 TC-3905 lb Conc.Load at 19.56 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 I PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17627/188/SY42 Custom-Smith Residence Qty: 1 FROM: DRW: FGE02 Wgt:47.6 lbs ... / ... 02/08/16 I-- 1'5"8----I-- 1'4" (TYP) A B C D E F G T 12 ,i 1..1 i H io Ift f ,� fl ;-? . 10'1'2 1112X4 N M L K J 1112X4 i7'5,4 I I 7'5"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria !•Maximum Reactions(Ibs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udef U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Cc:NA VERT(LL): 0.000 B 999 360 o 74 /- /- /- /- /4.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 I' 102 /- /- /- /- /84.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 G - - 0 Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA - HORZ(TL): 0.002 B - - 0 Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings 0&0 Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.032 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 0 D-E 0 0 I:NA GCpi:NA Plate Type(s): B-C 0 0 E-F 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 0 F-G 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Maximum Bot Chord Forces Per Ply(Ibs) Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire O-N 0 0 L-K 0 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum).1-112"length wire staples on each N-M 0 0 K-J 0 0 Lumber value set"13B"uses design values narrow face. M-L 0 0 J-I 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building P-0 0 -9 G-I 9 0 designer. A-0 0 -59 I-H 0 -8 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-N 0 -150 E-K 0 140 Plates sized for a minimum of 4.00 sq.in./piece. C-M 0 -130 F-J 0 -108 Purlins D-L 0 -133 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 7.06 BC 83 0.13 7.06 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. 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. 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 EiECOMMETI PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17864/T89/SY42 Custom-Smith Residence Qty: 1 FROM: DRW: FGE04 Wgt:54.6 lbs .. / ... 02/08/16 1'5"8 + 1'4"H (TYP) A B C D E F G H T o ` 11 - 3,8 R 1.1 LJ (O Iii 11 , , [ 111"2 1112X4 P 0 N M L K III2X4 F 9'1"15 { 9,1"15 { Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 Q• 86 /_ /- /_ /_ /109 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 Q Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 H - - Bearing 0 is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 H - - NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.029 A-B 0 0 E-F 0 0 Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.025 B-C 0 0 F-G 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 G-H 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Q-p 0 0 M-L 0 0 Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire p-O 0 0 L-K 0 0 Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" O-N 0 0 K-J 0 0 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. N-M 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building R-Q 0 -7 H-J 0 -20 designer. A-0 0 -47 J-I 0 -7 Fasten rated sheathing to one face of this frame. Maximum Gable Forces Per Ply(Ibs) Plating Notes Gables Tens.Comp. Gables Tens. Comp. All plates are 1X3 except as noted. B-P 0 -120 E-M 0 -106 Plates sized for a minimum of 4.00 sq.in./piece. C-O 0 -103 F-L 0 -110 Purlins D-N 0 -107 G-K 0 -90 In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.12 8.79 BC 104 0.12 8.79 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 4-7-2. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEEKEEMEMI PE No 60839 PE No.58544 PE No.71457 • 338 4th ST Ply:2 SEQN:17702/T93/SPEC Custom-Smith Residence Qty: 2 FROM: DRW: FT03 Wgt:235.2 lbs ... / ... 02/08/16 2' I 4'6"6 I 67"3 I 86"5 I 107"3 I 12'6"5 I 147"2 I 168" I 18'9"4 ' 21'4" 2' 2'6"6 2'0"14 1'11"2 2'0"14 1'11"2 2'0"14 2'0"14 2'1"4 2'612 12 DT 9"10 T 5 J 1113X4 c DT3"11 /H0612("') D E It�J(4 g12G T2 H I sH0612 K L4X8 T it I �, tt el I 1 A 3X4(A1)B � i'� i 141 1∎4/ t)`Iv 10'1"2 W V U T S R Q P 1104 N 8 J 1112X4 I-1'6"8 , 2'2"12 2'0"2 2'014 2'0"14 2'4"6 9"13 1'11"2 1'11"8 2612 2'2"12 I 4'2"14 6'3"11 I 8'4"9 I 10'8"15 '1-413 -1-'1 1 5"1 2 0 14 I 16'912 I 185'4 1 21'4' 1 1-14F 10"10"I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.161 S 999 360 B 1550 /405 /1110/- /66 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.337 S 749 336 M 1280 /331 /896 /- /- /5.5 BCOL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.035 N - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.074 N - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.670 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.288 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 18 -7 G-H 646 -2367 I:NA GCpi:NA Plate Type(s): B-C 337-1367 H-I 643 -2429 Wind Duration:NA WAVE,HS VIEW Ver:15.02.0OC.1217.15 C-0 428-1639 I-K 595 -2300 Lumber Purlins D-E 531 -1982 J-L 115 -87 E-F 640-2340 L-M 348 -1352 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puffins F-G 647-2362 Top chord 2x4 SP#2:T2 2x6 SP SS Dense: to laterally brace chords as follows: Bot chord 2x4 SP#2 Chord Spacing(in oc) Stan(ft) End(ft) Webs 2x4 SP#3:W1,W17 2x6 SP#2: TC 24 -1.54 21.33 Maximum Bot Chord Forces Per Ply(Ibs) BC 120 0.15 21.19 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. B-W 1200 -293 R-Q 2439 -648 W-V 1187 -288 Q-P 2342 -611 Nailnote Additional Notes V-U 1670 -441 P-O 2028 -509 Nail Schedule:0.131"x3",min.nails Provide uplift connections at bearings as indicated. U-T 2034 -546 0-N 1988 -499 Top Chord:1 Row @12.00"o.c. UPLIFT (LB): 405 332 T-S 2362 -635 N-M 1225 -314 Bot Chord:1 Row @12.00"o.c. BRG.LOC(FT): 0.00 20.88 S-R 2439 -648 Webs :1 Row @ 4"o.c. Truss designed for 130.00 mph wind,15.00 ft mean height Use equal spacing between rows and stagger nails with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Enclosed building(SBC) Webs Tens.Comp. Webs Tens. Comp. Special Loads The overall height of this truss excluding overhang is ---- 2-3-10. C-W 24 -60 H-Q 81 -50 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) C-V 482 -208 Q-I 119 -130 TC-From 55 plf at -1.54 to 55 plf at 2.00 V-D 97 -171 I-P 106 -179 TC-From 55 plf at 2.00 to 55 pit at 16.67 D-U 369 -126 P-K 336 -163 TC-From 55 plf at 16.67 to 55 plf at 21.33 BC-From 4 plf at -1.54 to 4 plf at 0.00 U-E 78 -208 J-K 73 -343 BC-From 10 plf at 0.00 to 10 plf at 21.33 E-T 363 -106 K-0 29 -3 TC- 674 lb Conc.Load at 2.00,16.67 T-F 59 -164 K-N 210 -864 G-S 67 -3 K-L 299 -1173 Plating Notes S-H 20 -126 N-L 407 -89 All plates are 4X5 except as noted. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. 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 j PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:2 SEAN:17693/T25/SPEC Custom-Smith Residence Qty: 1 FROM: DRW: FT05 Wgt:246.4 lbs ... / ... 02/08/16 2' 476 68"3 8'6"5 1073 125"5 14'62 16'8" 18'9"4 21'4" ' I 2' 2'7"6 I " I " ) " I " I 20 14 110 2 2014 1102 2014 21"14( ( " I 21 4 2'6"12 12 j (DT 9"10 T 5 06 12(") III2X4 112X T2 3X4 I CV DT 3"11 ((t".) .�D E F ��G11�}} H I�mH0612 K ilk 1-414X81 M I} s rl3X6(Bt)�r !1� 11�M' ��/=�gf ���a4X5(A2) iv 11 �s A iii. _�mm._ _ - ►\N i 10'1"2 /=`= 112X4 a . 1 I I 4 X W V U T S R Q P 0 f-1'6"8 1_ 2712 1'11"2 2'0"14 2'0"14 2'6"6 �10�1�3q 1'102 1'11"8 2'6"12 2712 4'1"14 6'2"11 8'3"9 I 10'9"15 12"1 1-'- '3 2'0"14 I 16'9"12 I 18'9"4 21'4" 1 1'6"8 1z I 14'11"10 Loading Criteria(psf) 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.282 T 895 252 B 2650 /- /1653!- /78 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.492 T 513 252 M 2324 /- /1355/- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.057 0 - - B Min Brg Width Req= 1.6 Des Ld: 55.00 EXP:NA HORZ(TL): 0.099 0 - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor:1.5 Bearings B&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.460 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.862 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.568 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber. A-B 30 0 G-H 0 -4007 I:NA GCpi:NA Plate Type(s): B-C 0-2333 H-I 0 -4090 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2778 I-K 0 -3832 Lumber Puriins D-E 0-3350 J-L 180 -135 Value Set:136(Effective 6/1/2013) In lieu of structural F-G F 0-3995 L-M 0 -2210 ( ) panels or rigid ceiling use purlins F-G 0-3995 M-N 30 0 Top chord 2x4 SP#2:T2 2x6 SP SS Dense: to laterally brace chords as follows: Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -1.54 22.88 Maximum Bot Chord Forces Per Ply(Ibs) :W1,W3,W5,W7,W8,W10,W12,W17 2x6 SP#2: BC 120 0.15 21.19 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. B-X 2049 0 S-R 4120 0 approved 1/30/2013 by ALSC X-W 2023 0 R-Q 3952 0 Additional Notes W-V 2877 0 Q-P 3375 0 Nailnote Provide uplift connections at bearings as indicated. V-U 3489 0 P-0 3310 0 Nail Schedule:0.131"x3",min.nails UPLIFT (LB): U-T 3995 0 0-M 1997 0 Top Chord:1 Row @ 8.00"o.c. BRG.LOC(FT): 0.00 20.88 T-S 4120 0 Bot Chord:1 Row @12.00"o.c. Truss designed for 130.00 mph wind,15.00 ft mean height Webs :1 Row @ 4"o.c. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Maximum Web Forces Per Ply Ibs Use equal spacing between rows and stagger nails Enclosed building(SBC) ty( ) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is Special Loads 2-3-10. C-X 0 -117 H-R 113 -79 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-W 1 810 - R-I 118 -128 W-D 107 -3 311 9 I-Q 118 328 TC-From 102 plf at -1.54 to 102 plf at 2.00 D-V 576 -6 0-K 553 -163 TC-From 102 plf at 2.00 to 102 plf at 16.67 TC-From 102 plf at 16.67 to 102 plf at 22.88 V-E 0 -368 J-K 0 576 BC-From 10 plf at 0.00 to 10 plf at 21.33 E-U 550 0 K-P 18 -10 TC-1166 lb Conc.Load at 2.00 U-F 0 -276 K-0 0 -1490 TC-1113 lb Conc.Load at 16.67 G-T 102 0 K-L 0 -1921 T-H 0 -187 O-L 665 0 Plating Notes All plates are 3X8 except as noted. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. 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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray ElaSnannaill PE No.60839 PE No 58544 PE No.71457 • 338 4th ST Ply:2 SEQN:17720/T22/SPEC Custom-Smith Residence Qty: 1 FROM: DRW: FT07 Wgt:246.4 lbs ... / ... 02/08/16 16'8" 2' 4'7"6 6'8"3 8'6"5 109"15 12'10"13 14'11"10 1�"� 18'9"4 21'4" 2' f 2'7"6 I 2'0"14 1'10"2 I 2'3"10 I 2'0"14 I 2'0"14 ( I 2'1"4 I 76"12 DT 9"10 12 T O 1133X4 T 5 1112X4 T2 1 DT 3"11 �Hr"12("") D jE''�� F �7jG'�� H I _6X8K��`L�gXB I 1 SS s4X4(A2)B `� I_� M� a r �`�M� Ma4X4(A2) 0 11Y1'2 A ��! - - - i�l�I- - - �. N NI W X W V U IITX4 = S R Q 4X5 5 0 1 112X4 is H0310 22"12 1'112 2'0"14 2014 2'3"10 1'1"5 I 2'114 I 21"4 ' 2'6"12 f"1 "8 1 " ' " I " I " I " I F'2212 41 14 6'2"11 83 9 1073 125"5 16'8" 18'9"4 21'4" •I-• 1'6"8..-I 11'4"62 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Dell/CSI Criteria A Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Cc:NA VERT(LL): 0.221 G 999 252 B 2076 /- /- /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.413 G 610 252 M 1756 /- I- l- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 0 - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA . HORZ(TL):0.082 0 - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psi Bldg Code: FBC 2014 RES Max TC CSI: 0.359 Load Duration:1.00 BCDL:NA psi TPI Std: 2007 Max BC CSI: 0.698 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.543 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT!RT:30(0)/10(0) Mfg Specified Camber: A-B 30 0 G-H 0 -3315 I:NA GCpi:NA Plate Type(s): B-C 0-1766 H-I 0 -2993 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2473 I-K 0 -2372 Lumber Plating Notes D-E 0-2997 J-L 30 128 E-F 0-3355 L-M 0 -1579 Value Set:13B(Effective 6/1/2013) All plates are 3X8 except as noted. F-G 0-3386 M-N 30 0 Top chord 2x4 SP#2:T2 2x6 SP SS Dense: ("")1 plate(s)require special positioning.Refer to Bot chord 2x4 SP M-30 scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 requirements. :W1,W3,W5,W7,W8,W10,W12,W17 2x6 SP#2: Chords Tens.Comp. Chords Tens. Comp. Plates sized for a minimum of 4.00 sq.in.lpiece. Lumber value set"13B"uses design values B-X 1546 0 S-R 3388 0 approved 1/30/2013 by ALSC Purlins X-W 1530 0 R-Q 3287 0 Nailnote In lieu of structural panels or rigid ceiling use puffins W-V 2628 0 Q-P 2907 0 to laterally brace chords as follows: V-U 3099 0 P-0 2321 0 Nail Schedule:0.131"x3",min.nails Chord Spacing(in oc) Start(ft) End(ft) U-T 3386 0 0-M 1420 0 Top Chord:1 Row @ 9.00"o.c. TC 24 -1.54 22.88 T-S 3388 0 Bot Chord:1 Row @12.00"o.c. BC 120 0.15 21.19 Webs :1 Row @ 4"o.c. Apply puffins to any chords above or below fillers Use equal spacing between rows and stagger nails at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads C-X 0 -71 R-H 75 -82 C-W 1026 0 H-Q 0 -359 ----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) W-D 0 -445 0-I 227 0 TC-From 102 plf at -1.54 to 102 plf at 2.00 D-V 450 0 I-P 0 -645 TC-From 202 plf at 2.00 to 202 plf at 4.96 TC-From 102 plf at 4.96 to 102 plf at 16.67 V-E 0 -272 J-K 0 230 TC-From 102 plf at 16.67 to 102 plf at 22.88 E-U 377 0 P-K 388 0 BC-From 10 plf at 0.00 to 10 plf at 11.33 U-F 0 -157 K-0 0 -1016 BC-From 10 plf at 11.33 to 10 plf at 21.33 T-G 12 -8 K-L 0 -1341 TC- 279 lb Conc.Load at 2.00 G-R 218 -89 0-L 438 0 TC- 182 lb Conc.Load at 4.67 TC- 379 lb Conc.Load at 16.67 Additional Notes The overall height of this truss excluding overhang is 2-3-10. 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,-.7E;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 • 338 4th ST Ply:1 SEQN:17618/T72/GABL Custom-Smith Residence Qty: 1 FROM: DRW: GE01 Wgt:40.6 lbs ... / ... 02/08/16 1'10-10 T0-6 7'21 i'3 8 5' 6'2'4 ~p 1•.T •1 3'1"6 I 174 I F E . IT 12 6 t .. f4X6� ILII n 3 X4 � n.4 Cs) h C r o2X4(C5)B1 1 �,6,� ON A :=- M NXSG 1 fj 6'101 i 4'101 1•P I-re-s I 4.101 I 6.2 4 I 10.4 I-,.o.61 (NNL) I^3'6-6 -I Loading Criteria(pst) 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 Ce:NA VERT(LL): 0.016 C 999 240 B 351 /89 /206 /- /120 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.031 C 999 180 G 200 /79 /109 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.008 C - - B Min Big Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.313 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.146 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.133 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 35 0 D-E 2 -43 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 273 -363 E-F 10 -27 Lumber Wind C-D 113 -235 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(Ibs) 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 B-H 200 -240 H-G 198 -241 :Stack Chord SC1 2x4 SP#2: Lumber value set"13B"uses design values Additional Notes Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC See DWGS A14015ENC101014&GBLLETIN1014 for Webs Tens.Comp. Webs Tens. Comp. Plating Notes gable wind bracing requirements. D-I 310 -260 F-G 61 -27 All plates are 2X4 except as noted. Stacked top chord must NOT be notched or cut in I-G 325 -261 area(NNL).Dropped top chord braced at 24"o.c. Plates sized for a minimum of 4.00 sq.in./piece. intervals.Attach stacked top chord(SC)to dropped top chord in notchable area using 3x4 tie-plates 24" Maximum Gable Forces Per Ply(Ibs) Purlins o.c.Center plate on stacked/dropped chord Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels or rigid ceiling use puriins interface,plate length perpendicular to chord length. to laterally brace chords as follows: Splice top chord in notchable area using 3x6. H-D 119 0 I-E 22 -5 Chord Spacing(in oc) Start(ft) End(ft) The overall height of this truss excluding overhang is TC 24 -1.54 7.04 2-11-12. BC 80 0.40 7.04 Apply puffins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Loading Gable end supports 8"max rake overhang.Top chord must not be cut or notched. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 epvE>\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEECEEECEM PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17523/T58/HIP_ Custom-Smith Residence Qty: 1 FROM: DRW: HJ02 Wgt:57.4 lbs ... / ... 02/08/16 50"12 9'10'1 50"12 I 4'9"4 D 29'3"7 4.24 p 12 01 4X5 C iro o 04X58 Cr, T oo A HB 4'9"4 M V iV I .. _ ■ q� m X 5 =FE37�q: 23'9' 02X4 4'9'4 4'10"5 7 F^2'2"3 1 4'9'4 I 9'7••9 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in toc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.008 G 999 240 H 312 /169 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 G 999 180 E 308 /34 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - D 91 /20 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.003 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:27.45 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: 0.657 E Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.504 D Min Brg Width Req= - Load Duration:1.25 P Bearing H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.303 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 Wind A-B 21 -16 C-D 30 -56 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 87 336 Top chord 2x4 SP#2 Left end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is H-G 2 -6 F-E 0 0 approved 1/30/2013 by ALSC 5-9-15. G-F 318 61 Special Loads Maximum Web Forces Per Ply(Ibs) --(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 0 plf at -2.18 to 55 plf at 0.00 - TC-From 2 plf at 0.00 to 2 Of at 9.84 B-H 174 -300 G-C 113 0 BC-From 0 plf at -2.18 to 4 plf at 0.00 B-G 359 -56 C-F 78 -408 BC-From 6 plf at 0.00 to 6 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -32 lb Conc.Load at 1.52 TC- 119 lb Conc.Load at 4.35 TC- 250 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 -2.18 9.84 BC 75 0.00 9.84 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 CEIEEMEEEI PE No.60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEAN:17507/T50/HIP_ Custom-Smith Residence Qty: 1 FROM: DRW: HJ04 Wgt:57.4 lbs ... / ... 02/08/16 5'012 910"1 5'0"12 I 4.9.4 D 29'3"7 12 4.24 p 04%5 C '0 fn T 04X58 in rib i 1,........,,,,,....A I so 0 <V I .. _ a• 23'9' ict)mg5 -3x4. 12X4 4'9"4 G 4'10"5 F E� 2'2"3 1 4'9"4 I 9'7"9 9��"1 Loading Criteria(ps0 Wind Criteria Snow Criteria(Pg Pr in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W _ TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 G 999 240 H 312 /162 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 G 999 180 E 308 /25 I- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - D 91 /11 /- I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.003 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.45 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: 0.657 E Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.504 D Min Brg Width Req= - Load Duration:1.25 P Bearing H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.303 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:15.02.0OC.1217.15 Lumber Wind A-B 21 -16 C-D 30 -56 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 76 -336 Top chord 2x4 SP#2 Left end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values The overall height of this truss excluding overhang is H-G 2 -6 F-E 0 0 approved 1/30/2013 by ALSC 5-9-15. G-F 318 -49 Special Loads Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 9.84 B-H 167 -300 G-C 113 0 BC-From 0 plf at -2.18 to 4 plf at 0.00 B-G 359 -44 C-F 63 -408 BC-From 6 plf at 0.00 to 6 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -32 lb Conc.Load at 1.52 TC- 119 lb Conc.Load at 4.35 TC- 250 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 -2.18 9.84 BC 75 0.00 9.84 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 CLECEICEMZ1; PE No.60839 PE No 58544 PE No 71457 338 4th ST Ply:1 SEQN:17549/T1/HIP_ Custom-Smith Residence Qty: 1 FROM: DRW: HJ06 Wgt:40.6 lbs ... / ... 02/08/16 575 9'10"1 53"5 I 4'6"12 D 25'31 12 4.24 12 a 4 C ih io m2X4(A1)B r. i I40.21'9" 2'2"3 1 967 9'6'7 "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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.021 F 999 240 B 281 /267 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 F 999 180 E 299 /140 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 66 /52 /- I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.025 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.45 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.470 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.973 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.246 Bearing B 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.15 Lumber Wind A-B 21 -14 C-D 46 -59 B-C 393 -451 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 chord Additional Notes Maximum Bot Chord Forces Per Ply(Ibs) Bot Webs s 2x4 S SP Webs SP#2#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 3-9-15' B-F 447 -346 F-E 0 0 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 C-F 375 -484 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 6 plf at 0.00 to 6 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -34 lb Conc.Load at 1.52 TC- 125 lb Conc.Load at 4.35 TC- 233 lb Conc.Load at 7.18 BC- 5 lb Conc.Load at 1.52 BC- 78 lb Conc.Load at 4.35 BC- 136 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 -2.18 9.84 BC 116 0.15 9.84 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 EIMEEIMMI PE No.60839 PE No 58544 PE No 71457 • 338 4th ST Ply:1 SEQN:17576/T26 I HIP_ Custom-Smith Residence Qty: 2 FROM: DRW: HJO8 Wgt:25.2 lbs ... / ... 02/08/16 II n A 7'0"2 2'2"3 1 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 210 /185 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 93 /14 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.013 D - - C 61 /58 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.020 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.95 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.452 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.357 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B 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) Gio 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 21 14 B-C 45 19 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 2-9-15. Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 7.01 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 6 plf at 0.00 to 6 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 7.01 TC- -34 lb Conc.Load at 1.52 TC- 107 lb Conc.Load at 4.35 BC- 5 lb Conc.Load at 1.52 BC- 73 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 -2.18 7.01 BC 75 0.15 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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEAN:174491 T14/JACK Custom-Smith Residence Qty: 10 FROM: DRW: • J01 Wgt:5.6 lbs ... / ... 02/08/16 12 6 2X4(A1) �� �l 22'3"15 o 'p =dm 1 M ink 21'9" A ■ 4-1 1'6"8 1' 1' Loading Criteria(psr) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 231 /106 /180 /- /50 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(LL):NA D 3 /20 /18 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -52 /53 /44 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.98 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.588 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.082 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 - -- Lumber A-B 41 0 B-C 68 -38 Value Set:13B(Effective 6/1!2013) Maximum Bot Chord Forces Per Ply fibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 1.00 BC 10 0.15 1.00 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 0-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 epvE>, Michael G Kozlowski Jeffrey P Arneson Derek B Murray 0218CEOMI, PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17543/T32/JACK Custom-Smith Residence Qty: 1 FROM: DRW: JO2A Wgt:9.8 lbs ... / ... 02/08/16 12 6 23'3"15 2X4(A1) A �' r/ 21'9" C "8 2'10"8 '18 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL):NA A 94 /23 /48 /- /65 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 41 /2 /19 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - B 71 /60 /40 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.003 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.90 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.118 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 A-B 32 -60 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.88 BC 35 0.00 2.88 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 1-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEMMICEill PE No 60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEQN:17453/T12/JACK Custom-Smith Residence Qty: 7 FROM: DRW: J03 Wgt:18.2 lbs ... / ... 02/08/16 C 24'3"15 6 12 V b fV (h 2X4(A1) �.� 21'9,' A �� D 5' F- 1'6"8 1 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 279 /102 /178 /- /144 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 67 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - - C 111 /97 /59 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.007 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.98 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.516 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.311 C Min Brg Width Req= - Load Duration:1.25 P Bearing B Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 41 0 B-C 50 -94 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17455/T15/EJAC Custom-Smith Residence Qty: 14 FROM: DRW: J04 Wgt:23.8 lbs .. / ... 02/08/16 C h T 25'3"15 6 12 V b iM M n 2X4(A1)g 21'9" A ►� D 7' 1'6"8 1- 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 340 /121 /207 I- /193 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 96 /0 /39 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 164 /142 /89 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.024 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.48 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.622 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.381 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 41 0 B-C 73 -121 Value Set:138(Effective 6/1!2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 Lumber value set"136"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 7.00 BC 75 0.15 7.00 Apply purtins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray OpECCEIMI PE No 60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEON:17491/T45/JACK Custom-Smith Residence City: 5 FROM: DRW: J05 Wgt:8.4 lbs ... / ... 02/08/16 12 6 V C 1113X4 g A� 26'3"15 A I "- 'n o I H B 8"8 II N I r� I 423'9" EI'' D I---- 1'6"8 1113X81' i 1' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph 'Pf:NA Cc:NA VERT(LL): 0.000 B 999 240 E 197 /137 /169 /- 1- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 15 I- /5 1- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - C -44 /65 167 1- /57 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.000 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:25.98 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: 0.610 D Min Brg Width Req= - BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req= - Load Duration:1.25 P Bearing E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.165 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:15.02.00C.1217.15 Lumber A-B 41 0 B-C 258 -63 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 2x4 SP#3 E-D 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. B-E 554 -192 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 -1.54 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. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: - 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray - PE No 60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEQN:175021 T47/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J06A Wgt:15.4 lbs ... / ... 02/08/16 C 12 I.t T 27'3 15 6 1113X4 g u, o A io ih L's HB 2'8"8 "v CV 1�1 423'9" Ems- D F--1'6"8 114X 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 E 215 /102 /166 1- /- /4.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 45 /- /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - C 60 /22 /39 /- /66 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.48 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: 0.388 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.095 Bearing E 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 41 0 B-C 162 -57 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 E-D 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. B-E 319 -200 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 -1.54 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-10-7 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Flonda 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 338 4th ST Ply:1 SEQN:17504/T46/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J07A Wgt:21.0 lbs ... / ... 02/08/16 C 28'3"15 -I- 6 12 1112X4 B v-) -oo TA '__________ - IsI V.I _ 23'9" E" D H-1,6"8 113X8 5' 1 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pr 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.001 B 999 240 E 271 /109 /197 /- /- /4.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 75 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 125 122 /42 /- /96 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.98 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: 0.704 D Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 C Min Brg Width Req= - Load Duration:1.25 P Bearing E Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.107 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 A-B 41 0 B-C 188 -69 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 2x4 SP#3 E-D 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. B-E 359 -246 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 -1.54 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 833MODEDEM. PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEON:17515/T53 I EJAC Custom-Smith Residence Qty: 2 FROM: DRW: J08A Wgt:23.8 lbs ... / ... 02/08/16 B 29'3"15 12 6 I 1113X4 A rn n T ' HB 6'8"8 fV _ 239" Iy4X5 7' A 7' 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 be Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 A 999 240 D 265 /173 /136 /, /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 140 I- /35 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 195 /107 /83 /- /183 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.87 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: 0.885 C Min Brg Width Req= - BCDL:3.0 f TPI Std: 2007 Max BC CSI: 0.486 B Min Brg Width Req= - Load Duration:1.25 Ps Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.074 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 141 -87 Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 250 -195 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. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 VATSE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEQN:17521 I T55/JACK Custom-Smith Residence Qty: 2 FROM: DRW: J09A Wgt:7.0 lbs ... / ... 02/08/16 12 6 B III 3X4 q �� Lo N- . N- H B 8"8 -4 co N (V CV III P �l 0 23r9rr mi D" C 12X41' i Loading Criteria(psr) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 33 /11 119 /- /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 15 I- /5 I- I- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 28 /9 /12 /- /16 /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.000 A - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.37 ft Cbde/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: 0.031 C Min Brg Width Req=B Min Brg Width Req= - - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.013 Load Duration:1.25 P Bearing D Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.011 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:15.02.00C.1217.15 Lumber Wind A-B 21 -12 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply Ibs Top chord 2x4 SP#3 member design. y( ) Bot chord 2x4 SP#3 Left end vertical not exposed to wind pressure. Chords Tens.Comp. Webs 2x4 SP#3 D-C 0 0 Lumber value set"13B"uses design values Additional Notes approved 1/30/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(Ibs) 2-10-7. Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. A-D 39 -28 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: I Chord Spacing(in oc) Start(ft) End(ft) 1 TC 24 0.00 1.00 BC 12 0.00 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 ep;>, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No 71457 338 4th ST Ply:1 SEAN:17519/T59/JACK Custom-Smith Residence Qty: 2 FROM: DRW: J10A Wgt:12.6 lbs ... / ... 02/08/16 12 6 V B 27'3"15 1113X4 A 400111'1111111111111111 - T o_I. , (o M r` HB 2'8"8 v CV • 1; 423'9" _. �" C IIIII�2X4 3' .2X4 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 1 W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 A 999 240 D 98 /39 /58 /- /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 A 999 180 C 45 /- /15 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 A - - B 83 /25 /36 /- /50 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.87 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: 0.332 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:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.038 Bearing D Fcperp=565psi. Spacing:24.0" P C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber A-B 70 -37 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 129 -83 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EBEEMEnril PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEQN:17517/T10/JACK Custom-Smith Residence Qty: 2 FROM: DRW: J11A Wgt:18.2lbs ... / ... 02/08/16 B 28'3"15 12 6 1113X4A v, oII�r 23.9., ._. 114X5 5' 5' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def 1CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi L/# Loc R /U /Rw /Rh 1 RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):-0.000 A 999 240 D 164 /120 /97 /- /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 A 999 180 C 75 /- 125 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 A - - B 139 175 /60 /- /129 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 A - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.37 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: 0.800 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 B Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.061 Bearing D Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(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 112 -62 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#3 Chords Tens.Comp. Bot chord 2x4 SP#3 Webs 2x4 SP#3 D-C 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. A-D 204 -139 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 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 ep7;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECE 1311 BOO PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17582/T68/JACK Custom-Smith Residence Qty:8 FROM: DRW: J13 WO:5.6lbs .. / ... 02/08/16 12 5 C 2X4(A1 T „ 10'6"15 'p -- .. /\ 1O'1"2 A ►= D I 1'6"8 �1 1' 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 loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL):NA B 228 /92 /164 /- /33 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 2 /21 /17 /- /- /1.5 BCOL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C -51 /51 /37 I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.508 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.065 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 35 0 B-C 51 -29 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. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use puffins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 1.00 BC 10 0.15 1.00 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 0-9-5. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEQN:17588/T66/JACK Custom-Smith Residence Qty: 8 FROM DRW: ' J15 Wgt:18.2Ibs / ... 02/08/16 C 12 000 12'2"15 in N O ° g 2X4(A1) "' 1=� A I 10'1"2 A D 1'6'8 1 5, i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 277 /71 /167 /- /92 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 /- /25 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.004 D - - C 110 /64 /53 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.007 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.441 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.305 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 35 0 B-C 42 -69 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. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 5.00 BC 58 0.15 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-5-5. 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 epPE;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEEEIZICELIZEI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEON:17459/T11/HIPS " Custom-Smith Residence Oty: 1 FROM: DRW: T01 Wgt:397.6 lbs ... / ... 02/08/16 7' 12714 17'4" 275"2 27'8" 34.8" I 7' I- 5'2"14 1 51"2 I 51"2 1 5'2"14 I T I 0 I1XC4 .r, lliX4 T 12 >•SX7 =SX 6 !s e a ih M 1 53X8(A1) = 11 3X8(A1) v A u u /II II22X4 •"5 •4X10 IIM4 =4X10 •, 5 12X4 "\ I _,219' P 0 L K J 111 1•6"8 7'1'12 2'10"4 2'2"14 5'1"2 5'1"2 2'2"14 2'10"4 7'1"12 1'6"8 I-- 1 7'7"72 I 10' I 12'2"141 17'4" I 275"2 I I I 24'8" 27'6"4 348' 'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!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): 0.237 M 999 412 B 2798 /1451 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.453 M 910 412 H 2798 /1451 I- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.101 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.48 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.310 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.971 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.457 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 21 -12 E-F 1807 -3441 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 1443-2760 F-G 1807 -3441 Lumber Plating Notes C-D 1807-3441 G-H 1443 -2760 Value Set:138(Effective 6/1/2013) Plates sized for a minimum of 4.00 sq.in./piece. D-E 1807-3441 H-I 21 12 Top chord 2x4 SP Purlins Maximum Bot Chord Forces Per Ply Ibs Bot chord 2x6 SP SS S Dense y( ) Webs 2x4 SP#3 In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values to laterally brace chords as follows: B-P 2433-1268 M-L 3823 -2010 approved 1/30/2013 by ALSC Chord Spacingfin oc) Start(ft) End(ft) P-0 2443-1270 L-K 2443 -1270 TC 24 -1.54 36.21 0-N 2443-1270 K-J 2443 -1270 Nailnote BC 109 0.15 34.52 Apply purlins to any chords above or below fillers N-M 3823-2010 J-H 2433 -1268 Nail Schedule:0.131"x3",min.nails at 24"OC unless shown otherwise above. Top Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lb s)Chord:1 Row @12.00"o.c. Wind y( s) Webs :1 Row © 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails Wind loads and reactions based on MWFRS. in each row to avoid splitting. C-P 250 48 E-L 246 463 Additional Notes C-N 1198 -644 F-L 232 -280 Special Loads The overall height of this truss excluding overhang is D-N 232 -280 L-G 1198 644 3-10-7. N-E 246 -463 J-G 250 -48 ---(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) E-M 185 -3 TC-From 56 plf at -1.54 to 56 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 27.67 TC-From 56 plf at 27.67 to 56 plf at 36.21 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 27.66 BC-From 10 plf at 27.66 to 10 plf at 34.67 BC-From 4 plf at 34.67 to 4 plf at 36.21 TC- 228 lb Conc.Load at 7.01,27.66 TC- 164 lb Conc.Load at 9.06.11.06.13.06,15.06 17.06,17.60,19.60,21.60,23.60,25.60 BC- 378 lb Conc.Load at 7.01,27.66 BC- 96 lb Conc.Load at 9.06,11.06.13.06,15.06 17.06.17.60,19.60.21.60,23.60.25.60 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 • 338 4th ST Ply:1 SEC/N:17463/15/HIPS " Custom-Smith Residence Oty: 1 FROM DRW: T03 Wgt:182.0 Ibs ... / ... 02/08/16 i 5'6". I 11' ( 17'4" I 23'8" 292" 34.8" 5'6" 5'6" 6'4" qX 6'4" 5TX 5'6" I 56" 0=5X5 E 5 aF 5 T � ,f. 12 T 6 ° b IL 2X4 0 C'M2x4 rn n c.., io I �.4AX5(A1)B / H�4X5(At) " 1 ` r /� �4X5 °3X8 a4X5 s4X5 =:1X8 ra4X5 .:\ 219 0 N M L K J F 1'6"81 6'11"3 I 3'0"13 I 3'10"6 I 6'11"3 , 3.10"6 I 3'0"13 I 6.11"3 11'6''8 6'11"3 10' 13'10"6 20910 24'8" 27'8"13 34'8" 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): 0.170 E 999 412 B 1310 /303 /600 /- /186 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.316 E 999 412 H 1311 /303 /600 /- 1- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.125 J - - B Min Brg Width Req= 1.5 NCBCLL: W.00 Mean Height:24.48 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: 0.508 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.979 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.233 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 E-F 903 -1801 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 988-2279 F-G 1005 -2148 Lumber C-D 1005-2147 G-H 988 -2280 Value Set:13B(Effective 6/1/2013) D-E 903-1802 H-I 41 0 Top chord 2x4 SP 112 Maximum Bot Chord Forces Per P Ibs Bot chord 2x4 SP#2 Ply( ) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-0 1973 -757 L-K 1647 -586 approved 1/30/2013 by ALSC 0-N 1647 -559 K-J 1647 -586 Plating Notes N-M 1647 -559 J-H 1974 -784 M-L 1914 -686 Plates sized for a minimum of 4.00 sq.in./piece. Purlins Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: C-0 213 -237 E-L 158 -275 Chord Spacing(in oc) Start(ft) End(ft) 0-D 375 -165 L-F 392 -108 TC 24 -1.54 36.21 D-M 393 -109 F-J 377 -165 BC 104 0.15 34.52 M-E 158 -274 J-G 212 -237 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-10-7. 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 PE No 60839 PE No 58544 PE No 71457 338 4th ST Ply:1 SEQN:17722/T3/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T05 Wgt:224.0 lbs ... / ... 02/08/16 123'9'112 7'4"10 I 13'6"4 144' 20'8" 1 22'2" 1 7 1 1 1 27'3"3 I 34'8" 7'4"10 6'1"10 "12 6'8" 1'6'1 3'5"7 7'4"13 s5.X5 =H0510 D _8X8(") F ■3X48 1 ��-1 'SG;3X4 /�1`-+-imi - H 114X5 I 12 !' T4 P 6 _6X6C (a) 1,..5X7 .a li (a) 1* ro I ro a 3X8(A1)B _ 'Is 3X8(A1) A/II =4X5 =rr 5 1113X4 m4 112X4 .-7 4 _421'9" 0 P 0 N M I =H0510 F1'6"el 7'6'9 I 2'5.7 I 3.6"4 , 10'5"4 I8" I 71-1 116"� 7'6'5 10' 13'6"4 23'11"8 24 " 28"15 34'8" 2- 74"15 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 LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.202 N 999 412 B 1464 /247 /603 1- /225 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.437 N 944 412 J 1471 1 247 /603 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.071 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.154 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.23 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.666 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.397 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.751 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 F-G 444 -487 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 938-2564 G-H 830 -1969 Lumber Wind 'C-D 355-1158 H-I 885 -2354 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-E 392 -891 I-J 952 -2600 Top chord 2x4 SP#2:T4 2x6 SP SS Dense: member design. E-F 378 -891 J-K 41 0 Bot 2 2x6#3 W Webs Dense Additional Notes Maximum Bot Chord Forces Per Ply Ibs Webs s 2xx 4 SP#3:W6,W8 2x6 SP#2: IY( 1 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 7-4-7. B-Q 2222 -687 N-M 2268 -728 Bracing 0-P 1977 -513 M-L 2268 -728 P-O 1977 -513 L-J 2267 -728 (a)Continuous lateral restraint equally spaced on 0-N 1985 -516 member. Plating Notes Maximum Web Forces Per Ply(Ibs) (")1 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning C-Q 233 -327 S-T 495 -1615 requirements. C-R 755-1602 S-F 935 -345 Plates sized for a minimum of 4.00 sq.in.lpiece. 0-R 570 -312 T-F 37 -7 D-R 304 -119 T-G 497 -1623 Purlins R-O 535 -33 H-N 667 -136 In lieu of structural panels or rigid ceiling use purlins R-S 593-1476 N-I 309 -557 to laterally brace chords as follows: E-S 35 -141 I-L 130 -197 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.21 BC 120 0.15 34.52 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 epwE; Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17487/T7/COMN Custom-Smith Residence Qty: 1 FROM: DRW: T07 Wgt:225.4 lbs ... / ... 02/08/16 2T3'3 7'4"10 13'6-4 1F 17'4" I 2271 ,23.9'1? 3'5"7 i 346" 7'4"10 6'1"10 11112 3'8" 4'10"l 17"1 7'4"13 E 915X7 a .8fs/3X8 D °3X4 83(."1.CI i F T3 •6 � / G 84X5 O C ix 4.6X6 H/5X7 `ix �i �• m 3X8(A1)9 - I a 3X8(A1) A.00000.--. u - .4X5 -. 1113X4 °4 tt YI2X4 �\� 21'9" P 0 N ML K - =5X5 I-16'13 7'65 , 2'51 , 36"4 , 1e5"4 8,".@a , T3"1 11'6,, 76"9 10 13'6"4 23'11"8 2 " 28"15 348" 2L T4"15-1 Loading Criteria(psi) 'Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.208 M 999 412 B 1464 /254 /594 /- /268 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.450 M 915 412 I 1471 /254 /594 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.057 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.122 G - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:26.07 ft Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.572 Bearings B&I Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TP1 Std: 2007 Max BC CSI: 0.398 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.608 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 F-G 772 -1965 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 860-2558 G-H 820 -2335 Lumber Wind C-D 616-1798 H-1 879 -2610 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C D-E 230 -383 I-J 41 0 E Top chord 2x4 SP#2:T3 2x6 SP SS Dense: member design. E-F 228 -404 Bot Wes chord x 2x6#3:W4 Dense S Additional Notes Maximum Bot Chord Forces Per Ply Ibs Webs 2x4 SP#3:W4 2x4 SP#2: IY( ) Lumber value set"13B"uses design values The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 9-0-7. B-P 2216 -614 M-L 2270 -660 P-O 1976 -456 L-K 2270 -660 Bracing O-N 1976 -456 K-I 2270 -661 (a)Continuous lateral restraint equally spaced on N-M 1971 -459 member. Maximum Web Forces Per Ply Ibs Plating Notes IY( ) (")1 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. ■ scaled plate plot details for special positioning C-P 224 -346 D-R 574 -1329 requirements. C-a 695-1432 R-E 248 -106 Plates sized for a minimum of 4.00 sq.in.lpiece. P-0 572 -342 R-F 650 -1695 Q-N 544 -29 G-M 636 -120 Purlins Q-D 603 -255 M-H 295 -549 In lieu of structural panels or rigid ceiling use puffins Q-R 729-1519 H-K 137 -151 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.21 BC 120 0.15 34.52 Apply puffins 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 epw:,\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEAN:17730/T36/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T09 Wgt:431.2 ibs / ... 02/08/16 7.4..6 I 14,3" I 20'5" I 27'3"6 I 34'8" 7'4"6 6'10"10 6'2" 6'10"6 7'4"10 D $E6 5X7 T 12 6X6 6 p 5X5 D F I g. !� & m 4X10(83)8 I'd _ C'c4X10(B3) A/i . °4X5 $,`6 116)12 • 82 -4)C5 m6 6 112X4 �\H 218" N M J I 1'6"81 7.6..4 I 2'5"12 I 5'1"12 I 5'3"4 I 4'3" I 2'7"8 I 7,4,.8 11.6,.81 7'6"4 10' 15'1"12 20'5" 24'8" 27'3"8 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.208 L 999 412 B 3875 /1607 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.390 L 999 412 G 3281 /1381 I- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.099 C - - B Min Brg Width Req= 2.0 NCBCLL: 10.00 Mean Height:25.30 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.690 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.698 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.529 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 21 -13 E-F 1262 -3101 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1594 -3918 F-G 1348 -3269 Lumber Purlins C-D 1589-3909 G-H 21 -13 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use pudins D-E 1385-3472 Top chord 2x4 SP#2:T2 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x6 SP SS Dense:82 2x8 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 TC 24 -1.54 36.21 Chords Tens.Comp. Chords Tens. Comp. BC 120 0.15 34.52 Lumber value set"13B"uses design values Apply puffins to any chords above or below fillers B-N 3467 -1402 K-J 2888 -1183 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. N-M 3297 -1321 J-I 2888 -1183 M-L 3308 -1325 I-G 2887 -1182 Nailnote Loading L-K 2734 -1102 Nail Schedule:0.131"x3",min.nails Truss passed check for 20 psf additional bottom Top Chord:1 Row @12.00"o.c. chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @10.25"a.c. clearance. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Wind C-N 126 -183 E-K 206 -54 in each row to avoid splitting. Wind loads and reactions based on MWFRS. N-D 233 -106 K-F 92 -175 Special Loads D-L 1389 -502 F-I 49 -35 Additional Notes L-E 1232 -472 -----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is TC-From 56 plf at -1.54 to 56 plf at 14.25 7-5-15. TC-From 56 plf at 14.25 to 56 plf at 20.42 TC-From 56 plf at 20.42 to 56 plf at 36.21 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 11.50 BC-From 50 plf at 11.50 to 50 plf at 14.58 BC-From 10 plf at 14.58 to 10 plf at 18.00 BC-From 50 plf at 18.00 to 50 plf at 20.08 BC-From 10 plf at 20.08 to 10 plf at 34.67 BC-From 4 plf at 34.67 to 4 plf at 36.21 BC-4488 lb Conc.Load at 15.15 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.,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 ITIMMEESI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17735/T42/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T11 Wgt:95.2 lbs ... / ... 02/08/16 7' 8'4" 15'4" F 7, 1,4,. 7' "I ;5X5 =5X5 C D 12 s 6 0 3X8 B E$3X8 40:411 T A F t-- v 1V 1 ■_ ■ 23'9" =5X =5X5 == J 1113 8 I H 1113X8 T1'4" 7' 1.6„8-j j-1'68--I 7. 8'4" I 154• Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.044 I 999 240 J 1297 /451 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.094 I 999 184 G 1297 /449 /- /- /- /4.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C - - HORZ(TL): 0.029 C - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:27.48 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: 0.902 Bearings J&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.996 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.487 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 41 -30 D-E 429 -1482 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 430-1482 E-F 41 -30 Lumber Wind C-D 326-1251 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2 End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes J-I 31 -14 H-G 31 -13 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is I-H 1251 -326 approved 1/30/2013 by ALSC 5-10-7. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.54 to 56 plf at 7.00 B-J 468 -1265 D-H 268 0 TC-From 28 plf at 7.00 to 28 pH at 8.33 B-I 1277 -325 H-E 1277 -326 TC-From 56 plf at 8.33 to 56 plf at 16.88 C-I 268 0 E-G 467 -1265 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 pH at 7.01 BC-From 5 plf at 7.01 to 5 plf at 8.32 BC-From 10 plf at 8.32 to 10 plf at 15.33 BC-From 4 plf at 15.33 to 4 plf at 16.88 TC- 275 lb Conc.Load at 7.01,8.32 BC- 448 lb Conc.Load at 7.01.8.32 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 -1.54 16.88 BC 120 0.00 15.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray liELEEIKEri PE No.60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEAN:17537/T33/JACK Custom-Smith Residence Qty: 1 FROM: DRW: T13 Wgt:106.4 lbs ... / ... 02/08/16 57"12 11' 19'4" I 57"12 I 5'4"4 I 8'4" I 915X7 D T2 m4X5 E 1 —IN T 12 6 03X8 C n o 0 i-- 0 3X4(A1)B A t ED 1 _021'9" 1112X4 =3X4 =4X10 1113X6 I H G F F'1,6"8 1 56" I 46" 11'1" 1 8'2"4 5'6" 10' 111-12 19'4" 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): 0.034 C 999 240 B 743 /161 /408 /- /179 /5.5 BCLL: 0.00 Enclosure:Closed ' Lu:NA Cs:NA VERT(TL): 0.064 C 999 230 F 709 /283 /283 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.020 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:24.48 ft Code I 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: 0.768 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.913 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.747 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 41 0 C-D 307 -726 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 390-1050 D-E 342 -600 Lumber Loading Value Set:13B(Effective 6/1/2013) Truss passed check for 20 psf additional bottom Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#2:T2 2x4 SP M-30: chord live load in areas with 42"-high x 24"-wide Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 clearance. B-I 879 -527 H-G 878 -528 Webs 2x4 SP#3 Wind I-H 878 -528 G-F 0 0 Lumber value set"13B"uses design values Wind loads based on MWFRS with additional C&C approved 1/30/2013 by ALSC member design. Maximum Web Forces Per Ply(Ibs) Plating Notes Right end vertical not exposed to wind pressure. Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in.lpiece. I-C 134 0 G-E 725 -414 Additional Notes C-G 204 -348 E-F 379 -606 Purlins The overall height of this truss excluding overhang is D-G 190 -181 In lieu of structural panels or rigid ceiling use purlins 5-10-7. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 19.33 BC 120 0.15 19.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=19'1" uses the following support conditions: Bearing F (19'1",21'9")HTU26 Supporting Member:(3)2x6 SP SS Dense (20)0.148"x3"nails into supporting member, (11)0.148"x1.5"nails into supported member. 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 'AIP:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEEEMEEZI PE No.60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEQN:17551/T35/HIPM Custom-Smith Residence Qty: 1 FROM: DRW: • T15 Wgt:98.0 lbs ... / ... 02/08/16 7' 13,2,. 19,4" 7' I 6'2" ' -I 6'2" 1112X4 06X8 D T2 =5X7 E I 12 6 (a) . r-- T 4X5(A1)B - T A a I I I 1_021'9" A 1112X4 =HH310 °6X010 62 111318 7'1"12 2'10"4 3'2" 67" 1'6"8 1 7 1"12 I 10' I 13'2" I 19'4" 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.097 I 999 240 B 1460 /787 /- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.185 1 999 230 F 1729 /941 I- I- I- /- BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.028 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.054 F - - B Min Brg Width Req= 1.7 NCBCLL:10.00 Mean Height:23.48 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: 0.665 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.946 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.933 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 41 -26 C-D 1169 -2142 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 1385-2551 D-E 1169 -2141 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use puriins Maximum Bot Chord Forces Per Ply(Ibs) to laterally brace chords as follows: Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 B2 2x4 SP M-30: Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP#2:82 2x4 SP M-30: TC 24 -1.54 19.33 B-I 2204-1187 H-G 2225 -1192 Webs 2x4 SP#3 BC 61 0.15 19.33 I-H 2225-1192 G-F 23 -13 Lumber value set"13B"uses design values Apply purtins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. Maximum Web Forces Per Ply(Ibs) Bracing Hangers I Ties Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on Recommended hanger connections are based on C-I 518 -107 G-E 2449 -1337 member. manufacturer tested capacities and calculations. C-G 26 -97 E-F 944 -1561 Conditions may exist that require different D-G 665 -800 Special Loads connections than indicated.Refer to manufacturer -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) publication for additional information. TC-From 56 plf at -1.54 to 56 plf at 7.00 Bearing at location x=19'1" uses the following TC-From 28 plf at 7.0010 28 plf at 19.33 support conditions: BC-From 4 plf at -1.54 to 4 plf at 0.00 Bearing F (19'1",21'9")HTU26 BC-From 10 plf at 0.00 to 10 plf at 7.01 Supporting Member:(3)2x6 SP SS Dense BC-From 5 plf at 7.01 to 5 plf at 19.33 (20)0.148"x3"nails into supporting TC- 237 lb Conc.Load at 7.01 member, TC- 171 lb Conc.Load at 9.06,11.06,13.06,15.06 (11)0.148"x1.5"nails into supported TC- 164 lb Conc.Load at 17.06,18.81 member. BC- 397 lb Conc.Load at 7.01 BC- 98 lb Conc.Load at 9.06,11.06,13.06,15.06 Additional Notes BC- 96 lb Conc.Load at 17.06.18.81 The overall height of this truss excluding overhang is Plating Notes 3-10-7. Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray RMICECCELI; PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17553/T39/JACK Custom-Smith Residence Qty: 1 FROM: ,DRW: T17 Wgt:64.4 lbs .. / ... 02/08/16 7'4" 14'8" 7'4" I '{ 7'4" B=4X5 T 12 6 V HB 7'2"4 0 v =4X4(A1)A -Ei C-=-4X4(A1)4'7 _ 21,9„ D (I) 1113X8 T4" I 7 4" 7'4" 14'8" Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) De8ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.041 D 999 240 A 1088 /441 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.076 D 999 180 C 1185 /474 I- /- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.020 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.95 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.598 Bearings A&C Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.857 Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.389 Maximum Top Chord Forces Per Ply(Ibs)C&C Dist a:3.00 Specified FT/RT:30(0)110(0) Mfg Speed Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 685-1677 B-C 685 -1676 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 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. Chords Tens. Comp. Top chord 2x4 SP#2 4-0-7. A-D 1436 -566 D-C 1436 -566 Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC B-D 1022 -287 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at 0.00 to 56 plf at 7.33 TC-From 56 plf at 7.33 to 56 plf at 14.67 BC-From 5 plf at 0.00 to 5 plf at 14.67 BC- 94 lb Conc.Load at 1.15 BC- 160 lb Conc.Load at 3.15 BC- 226 lb Conc.Load at 5.06,7.06,9.06,11.06 13.06 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.67 BC 120 0.15 14.52 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 i Michael G Kozlowski Jeffrey P Arneson Derek B Murray inSCECEME PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17564/T27/JACK Custom-Smith Residence Qty: 1 FROM: DRW: T19 Wgt:56.0 lbs / ... 02/08/16 7' 14'8" 7. 7.8.. C 1115X7 12 6 � - c I HB 8.8"12 M � 2X4(A1)B D=2X4(A1) {} 21,9.' A 1112X4 - E F �- 1'6"8 1 14'8" I-1'6"8-{ 14'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl I./# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.012 F 999 240 B 574 /163 /292 /- /130 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 F 999 180 D 574 /163 /292 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.017 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.48 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: 0.522 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.418 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.092 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 41 0 C-D 288 -655 Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.15 B-C 288 -655 D-E 41 0 Lumber Value Set:13B(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 B-F 515 -111 F-D 515 -111 Webs 2x4 SP#3 Lumber value set"138"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes F-C 243 0 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 16.21 BC 120 0.15 14.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No 7547-4745 Sutton Park Court,Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:175781 T19/SPEC Custom-Smith Residence Qty: 1 FROM: DRW: 121 Wgt:86.8 lbs ... / ... 02/08/16 I 3' 58 I I 78 I 98 I 148" I 3' 2'8" 2' 2' 5' 1/14X5 E.-_.5X5 F T 12 C=5X7 1114X8(SRS) ; it 1 0 4X4(A1)B -i 4X4(A1) 47 - 1_ 219" A - 1112K X4 -4X10 154X5 -`- H 3'1"12 2'4"8 3'10"4 5'3"8 I- 1'6"8 j 31"12 I 5,6•,4 I 9'4"8 I 14,8" 1-16 8-{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.073 D 999 240 B 1066 /531 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.140 D 999 180 G 1013 /509 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.031 C - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:22.98 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: 0.307 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.423 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 41 -26 E-F 714 -1496 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 836-1723 F-G 826 -1680 Lumber Purlins C-D 1017-2124 G-H 41 -26 D-E 1214-2517 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP#2 to laterally brace chords as follows: Bot chord 2x6 SP SS Dense Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(Ibs ) Webs 2x4 SP#3 TC 24 -1.54 16.21 Chords Tens.Comp. Chords Tens. Comp. BC 114 0.15 14.52 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers B-K 1514 -729 J-I 1517 -760 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. K-J 1539 -739 I-G 1450 -704 Special Loads Additional Notes Maximum Web Forces Per Ply(Ibs) ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. TC-From 56 plf at -1.54 to 56 plf at 3.00 2-10-7. TC-From 56 plf at 3.00 to 56 plf at 5.67 C-K 261 -102 J-E 1109 -484 TC-From 56 Of at 5.67 to 56 plf at 7.67 C-J 679 -323 E-I 81 -38 TC-From 56 plf at 7.67 to 56 plf at 9.67 J-D 606-1204 I-F 391 -83 TC-From 56 plf at 9.67 to 56 plf at 16.21 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 14.67 BC-From 4 plf at 14.67 to 4 plf at 16.21 TC- 172 lb Conc.Load at 7.68 TC- 111 lb Conc.Load at 9.60 TC- 61 lb Conc.Load at 9.71 BC- 267 lb Conc.Load at 2.60 BC- 160 lb Conc.Load at 7.68 BC- 67 lb Conc.Load at 9.60 BC- 93 lb Conc.Load at 9.71 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. 1 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 338 4th ST Ply:2 SEQN:17383/T56/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: 4 T23 Wgt:380.8 lbs ... / ... 02/08/16 • 7' I 11'10"10 , 16'4" I 20'9"6 , 25'8" I 32'8" 7' 4'10"10 4'5"6 4'5"6 4'10"10 7' a 6X10 =4X5 m8X8 ra4X5 =6X10 12 C D T2 E F T3 G T 5 ° - - / I co 3X8(A1)13' _ _ _ H 3X8(A1) i; 1 �� A II I 10'1"2 NP4 sO5 NX5 =410 �LX5 K 5 117JX4 F1'6"8! 7'1"12 , 2'10"4 I I 4.8..14 I 4'8"14 1 17"21 I T1"12 11'6"8i 7'1"12 10' Li_7„2I 164" 21'0"14 22'8" 710"4 328" 1-11.7"1 2~5'6"4 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 CI: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): 0.238 E 999 388 B 2615 /880 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.453 E 857 388 H 2603 /876 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.047 J - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.090 J - - 8 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.463 Bearings B&H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.572 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI: 0.460 Maximum Top Chord Forces Per Ply(Ibs) C&C Dist a:3.27 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 18 -8 E-F 1381 -4144 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 997-2986 F-G 1245 -3739 Lumber Plating Notes C-D 1255-3769 G-H 992 -2971 D-E 1381 -4144 H-I 18 -8 Value Set:138(Effective 6/1/2013) Plates sized for a minimum of 4.00 sq.in./piece. Top chord 2x4 SP#2 Purlins Maximum Bot Chord Forces Per Ply(Ibs) :T2,T3 2x6 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense In lieu of structural panels or rigid ceiling use purlins Webs 2x4 SP#3 to laterally brace chords as follows: B-P 2732 -908 M-L 3790 -1267 Lumber value set"13B"uses design values Chord Spacing(in oc) Start(ft) End(ft)TC 24 -1.54 34.21 P-O 2743 -909 L-K 2730 -904 . . approved 1/30/2013 by ALSC O-N 2743 -909 K-J 2730 -904 BC 120 0.15 32.52 Nailnote Apply purlins to any chords above or below fillers N-M 3819-1278 J-H 2719 903 at 24"OC unless shown otherwise above. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Wind Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00"o.c. Wind loads and reactions based on MWFRS. Webs :1 Row @ 4"o.c. C-P 218 -18 M-F 420 -134 Use equal spacing between rows and stagger nails C-N 1206 -407 F-1 220 -498 in each row to avoid splitting. Additional Notes 401 The overall height of this truss excluding overhang is N-D 224 -497 L-G 1187 Special Loads 3-3-5. D-M 385 -122 J-G 220 18 E-M 157 -285 ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.54 to 55 plf at 7.00 TC-From 28 plf at 7.00 to 28 plf at 25.67 TC-From 55 plf at 25.67 to 55 plf at 34.21 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 25.66 BC-From 10 plf at 25.66 to 10 plf at 32.67 BC-From 4 plf at 32.67 to 4 plf at 34.21 TC- 231 lb Conc.Load at 7.01,25.66 TC- 162 lb Conc.Load at 9.06,11.06,13.06,15.06 15.60,17.60,19.60,21.60,23.60 BC- 368 lb Conc.Load at 7.01.25.66 BC- 95 lb Conc.Load at 9.06,11.06,13.06,15.06 15.60,17.60,19.60,21.60,23.60 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 333:131330:32, PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17387/T29/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: • T25 Wgt:173.6 lbs ... I ... 02/08/16 5'7"12 11' 167"4 21'8" 270"4 32'8" 57"12 I 5.4"4 I 5.2"4 I 5.5..12 I 5'4"4 5.7..12 D=-5X5 =4EX5 =icy T =5X5 ,2 •" :• I 5 � oi4X5 0 C'\4X5 v =3AX4(A1)8 '1!_ _��` HEi 3X4A1) (� .� 112X4 -5'7 rot m4X5 a i/ 112X4 ! I �t0't'2 0 N .1X15 L K J 11 r 11'10"12 1 20'9"4 A I1'6"8 5'6"5'6" I 4'6" 1 1'10"1a 47" I 67'4 I 46" I 56 I16"8 5'6" 107 11'10"1rt 16'5"12 22'8" 272" 32'8" 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 Mc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.037 G 999 247 B 359 /87 /187 /- /137 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 G 999 247 M 1392 /434 /569 I- /- /5.5 BCDL: 5.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.011 J - - H 672 /206 /374 I- /- /5.5 Des Ld: 32.00 EXP:C HORZ(TL):0.021 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.543 M Min Brg Width Req= 1.5 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.320 H Min Brg Width Req= 1.5 Load Duration:1.25 P Beatings B,M.&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.771 C&C Dist a:3.27 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:15.02.0OC.1217.15 Lumber A-B 34 0 E-F 155 -192 Value Set:13B(Effective 6/1!2013) B-C 228 -305 F-G 308 -683 C-D 475 -121 G-H 405 -1054 Top chord 2x4 SP#2 D-E 571 -134 H-I 34 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-O 240 -192 L-K 523 -105 Plating Notes 0-N 238 -195 K-J 924 -301 Plates sized for a minimum of 4.00 sq.in./piece. N-M 296 -448 J-H 926 -299 M-L 170 -54 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(Ibs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.49 34.15 0-C 168 0 E-L 382 -105 BC 75 0.15 32.52 C-N 247 -486 L-F 215 -485 Apply purlins to any chords above or below fillers N-D 250 -95 F-K 296 -70 at 24"OC unless shown otherwise above. D-M 286 -646 K-G 206 -399 Wind M-E 417 -965 G-J 137 0 Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-11-5. 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 A 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 giNEEIMI 338 4th ST Ply:1 SEQN:17616/T65/JACK Custom-Smith Residence Qty: 6 FROM DRW: T27 Wgt:29.4 lbs ... / ... 02/08/16 1112X4 C 12 5 p o ih •2X4(A1)g i wo 10'1"2 A ►— 11I4X5D I l 6'10"8 1'6"8 7'0"8 7'0"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria •Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 339 /84 /198 /- /122 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 211 /88 /118 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.022 D - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor.1.5 D Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.658 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.450 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.325 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 35 0 B-C 40 -114 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Top chord 2x4 SP#2 B-D 24 -31 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. approved 1/30/2013 by ALSC C-D 281 -161 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 -1.54 7.04 BC 75 0.17 7.04 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes The overall height of this truss excluding overhang is 3-3-8. 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 338 4th ST Ply:1 SEAN:17621/T75/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T29 Wgt:116.2 lbs ... / ... 02/08/16 I 7' { 10'8" { 14'4" { 21'4" { 7 3'8" 3.8" 7' ' IIl2X4 TCm6X8 D m6X8E T 5 12 El ,url III ih ro rn o 4X8(A1)B F 4X8(A1) `' I A .! �_ H �.. I (010'1"2 1111(4 I- Ig3X4 F"1'6"8 1 7'1"12 3'6"4 3'6"4 7'1"12 7'1"12 I 10'8" { 14'2"4 21'4" 1 1'6"8-{ Loading Criteria Ipso) 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 Weft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Cc:NA VERT(LL): 0.158 D 999 252 B 1652 /556 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.300 D 841 252 F 1652 /556 /- /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.060 H - - B Min Brg Width Req= 1.7 NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.7 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.866 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.977 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.182 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 35 -16 D-E 1169 -3530 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1150-3458 E-F 1150 -3458 Lumber Wind C-D 1169-3530 F-G 35 -16 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 2x6 SP SS Dense Additional Notes Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 The overall height of this truss excluding overhang is B-J 3131 -1032 I-H 3155 -1035 Lumber value set"13B"uses design values 3-3-5. J-I 3155-1035 H-F 3131 -1032 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.54 to 55 plf at 7.00 C-J 475 -55 I-E 477 -170 TC-From 28 plf at 7.00 to 28 plf at 14.33 C-I 477 -170 H-E 475 -55 TC-From 55 plf at 14.33 to 55 plf at 22.88 D-I 235 -408 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 14.32 BC-From 10 plf at 14.32 to 10 plf at 21.33 BC-From 4 plf at 21.33 to 4 plf at 22.88 TC- 231 lb Conc.Load at 7.01,14.32 TC- 162 lb Conc.Load at 9.06,10.67,12.27 BC- 368 lb Conc.Load at 7.01,14.32 BC- 95 lb Conc.Load at 9.06,10.67,12.27 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 -1.54 22.88 BC 98 0.15 21.19 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray CICIEMOSCIM PE No 60839 PE No.58544 PE No 71457 338 4th ST Ply:2 SEON:17726/T61/FLAT Custom-Smith Residence City: 1 FROM: DRW: T30 Wgt:187.6 lbs Page 2 of 2 ... / ... 02/08/16 Loading Truss transfers a maximum horizontal load of 2300#( 153.76 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 2300 153.76 TC 0.00 14.96 2300 269.27 BC 0.46 9.00 Drag loads applied to wind load cases parallel to truss. Additional Notes Negative reaction(s)of-1027#MAX. Requires uplift connection.See Maximum Reactions. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 2-0.0. 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 338 4th ST Ply:2 SEQN:17726/T61/FLAT Custom-Smith Residence Qty: 1 FROM: DRW: T30 Wgt:187.6 lbs Page 1 of 2 ... / ... 02/08/16 ' 5'1"1I 9'7"11 I 14'11"8I -I 5'1"1 4'6"9 5'3"13 =4X5 =4X8 =4X5 A B C D I - .. w2 , ' • . 1 : . I Ilii O 21'9" F#/ --- G F 8 E i =HO51O 14'11"8 i 5'1"1 I 5'0"1 I 4'10"5 FH 5'1"1 10'1"3 14'11"8 Loading Criteria(ps0 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):-0.009 F 999 240 H` 160 /114 /- I- /- /108 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.017 C 999 180 E 274 /326 /140 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 B - - H /338 Des Ld: 32.00 EXP:C HORZ(TL):-0.008 B - - G /655 NCBCLL:10.00 Mean Height:23.75 ft Code I Misc Criteria Creep Factor:1.5 E /326 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.099 Wind reactions based on MWFRS Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.470 H Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:No Max Web CSI: 0.176 E Min Brg Width Req= - Spadng:24.0" Bearing H Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins B-C 363 -4.40 C-D 459 250 Top chord 2x6 SP SS Dense to laterally brace chords as follows: B C 301 -378 Bot chord 2x4 SP#2 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2:W2,W4,W6 2x4 SP#3: TC 24 0.00 14.96 Maximum Bot Chord Forces Per Ply(lbs) BC 120 0.00 14.96 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. H-G 614 -620 F-E 13 -7 Nailnote The TC of this truss shall be braced with attached G-F 570-1039 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Hangers I Ties Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @12.00" Recommended hanger connectionsbased are aseon Webs 4"o.co.c. 1 Row @ 4"o.c. A-H 174 -83 C-F 223 -130 Use equal spacing between rows and stagger nails manufacturer tested capacities and calculations. q Pa 9 g9 A-G 458 -371 F-D 250 -476 in each row to avoid splitting. Conditions may exist that require different connections than indicated.Refer to manufacturer B G 274 -403 D-E 163 118 Special Loads publication for additional information. G-C 590 -383 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Bearing at location x=14'8"8 uses the following TC-From 4 plf at 0.00 to 4 plf at 14.96 support conditions: BC-From 10 plf at 0.00 to 10 plf at 14.96 Bearing E (14'8"8,21'9")HTU26-2 TC- 197 lb Conc.Load at 1.15 Supporting Member(3)2x6 SP SS Dense TC- 215 lb Conc.Load at 3.15 (20)0.148"x3"nails into supporting TC- 271 lb Conc.Load at 5.15 member, TC- 265 lb Conc.Load at 7.06,8.27 (14)0.148"x3"nails into supported TC- 164 lb Conc.Load at 10.18 member. TC- 98 lb Conc.Load at 12.18 Wind TC- 33 lb Conc.Load at 14.18 Wind loads and reactions based on MWFRS. Plating Notes End verticals not exposed to wind pressure. All plates are 2X4 except as noted. 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.,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 LUSCECEMil PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17623/T74/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T28 Wgt:88.2 lbs ... / ... 02/08/16 9' I 12'4" I 214" 9' 3'4" 9' =E 5X5 C =6X80 12 5 12 imi MII- :<-1- GD 1 =3X4(A1)B Em3X4(A1) I 4 al 2 101'7 A .-_ -iXSH IX2C�X4 F $3X4 I-1'6"8 1 I 9 3"8 8 8 I I- 91"12 9'3"8 21'4" 1 1'6"8-{ 2'2"4 I 12'2"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U 1 Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.038 G 999 252 B 787 /246 /381 /- /115 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.073 G 999 252 E 787 /246 /381 /- /- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.035 I - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:15.00 ft Code I 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: 0.991 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.932 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.096 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 35 0 0-E 476 -1155 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 476-1153 E-F 35 0 Lumber C-D 503 -989 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs2x4SP#3 B-I 983 -307 H-G 988 -327 Lumber value set"13B"uses design values I-H 988 -327 G-E 985 -328 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-I 211 -66 G-D 183 0 Purlins I-D 214 -210 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 -1.54 22.88 BC 120 0.15 21.19 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 4-1-5. 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.,Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEON:17389/T62/HIPS Custom-Smith Residence Oty: 1 FROM: DRW: T26 Wgt:170.8 lbs ... / ... 02/08/16 5'1"12 10112 13' 198" 267 32'8" F 51"12 f 5' I 710"4 I 6'8" I 6'6" I 6'6" = 5 E5X5 I T 12 04X5 D ," 1 5 12 F) G 0•3X4 n 0co )IIIII0•4X5 o 1 m.3A 4(A1)8 - + y is H=3X4fA1) 101'2 112X4 =6 8 rLi a 4X5 g6 6 i� N M ..4X5 K J 1 11'1012 1 --20'9"4 1 F1'6"8I 5' I 5' 11,10"1 7,5,12 I 3'3"8 I 10' 11,6,.81 5' 10 11'10"1 19'4"8 22'8" 32'8" 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 G 999 247 B 364 194 /196 /- /157 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.078 G 999 247 L 1435 1421 /560 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 J - - H 701 1210 /391 /- /- /5.5 Des Ld: 32,00 EXP:C HORZ(TL):0.014 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.535 L Min Brg Width Req= 1.5 BCDL:3.0 sf TPI Std: 2007 Max BC CSI: 0.601 H Min Brg Width Req= 1.5 Load Duration:1.25 P Bearings B,L,&H Fcperp=565psi. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.563 C&C Dist a:3.27 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 A-B 35 0 E-F 279 -434 Value Set:13B(Effective 6/1/2013) B-C 144 -321 F-G 316 741 C-D 374 -79 G-H 412 -1055 Top chord 2x4 SP#2 D-E 501 -88 H-I 35 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-N 255 -154 L-K 229 -260 Plating Notes N-M 253 -155 K-J 457 -51 Plates sized fora minimum of 4.00 sq.in./piece. M-L 228 -305 J-H 923 -297 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) N-C 163 0 E-K 822 -348 TC 24 -1.54 34.21 C-M 182 -429 K-F 253 -472 BC 75 0.15 32.52 M-D 165 -62 F-J 360 -116 Apply purlins to any chords above or below fillers D-L 228 -360 J-G 240 -392 at 24"OC unless shown otherwise above. L-E 391 -939 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-9-5. 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 epwE;\, Michael G Kozlowski Jeffrey P Arneson Derek B Murray ILEIGMEnaffil PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17385/T60/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T24 Wgt:142.8 lbs ... / ... 02/08/16 ' 9' I 16'4" I 23'8" I 32'8" 9' 7'4" 7'4" 9' a5X5 =4(10 T2 X1(5 T 5 p _ r T I m4X4(A2)B _1114111.1 F�4X4(A2) 1 A / tI3X4 m 7 G 1 (1)101"2 J I H I-- 1'6"81 10' 6.4" _I 6'4" I 10' 11'6"8{ 10' 16.4.. 22'8" 378" 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 LJ# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.179 I 999 388 B 1156 /365 /545 /- /118 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.345 I 999 388 F 1156 /365 /545 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.063 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.121 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.651 Bearings B&F Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.511 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.27 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 35 0 D-E 878 -1921 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 865-2079 E-F 865 -2079 Lumber C-D 878-1921 F-G 35 0 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30:T2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 B-J 1839 -665 I-H 2269 -837 Lumber value set"13B"uses design values J-I 2269 -837 H-F 1839 -686 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-J 401 -61 D-H 206 -479 Purlins J-D 206 -479 H-E 401 -61 In lieu of structural panels or rigid ceiling use purlins D-I 138 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 34.21 BC 90 0.15 32.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-1-5. 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 A P E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17574/T201 HIPM Custom-Smith Residence Qty: 1 FROM: DRW: T22 Wgt:12.6 lbs ... I ... 02/08/16 12 B 6l ' mi 1113X4 T 1 N „_. 0 3X4A_(A1) ammiiiimmiliii 1 0 21'9" 1112X4 C k 3' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 182 /74 /- /- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 267 /126 /- /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.004 C - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.76 ft Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.152 Bearing A Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.207 Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI: 0.044 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. GCpi:0.18 Plate Type(s): A-B 48 -56 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Hangers/Ties Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Chords Tens.Comp. Top chord 2x4 SP#2 manufacturer tested capacities and calculations. A-C 23 -13 Bot chord 2x4 SP#2 Conditions may exist that require different Webs 2x4 SP#3 connections than indicated.Refer to manufacturer publication for additional information. Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Bearing at location x=2'9" y=21'9" uses the following Webs Tens.Comp. approved 1/30/2013 by ALSO support conditions: B-C 113 -162 Special Loads Bearing C (2'9",21'9")LUS26 (Lumber Dur.Fac.=1.25!Plate Dur.Fac.=1.25) Supporting Member:(1)2x6 SP SS Dense into supporting TC-From 56 plf at 0.00 to 56 plf at 3.00 member, BC-From 5 plf at 0.00 to 5 plf at 2.54 into supported BC-From 9 plf at 2.54 to 9 plf at 3.00 member. TC- 96 lb Conc.Load at 2.62 BC- 98 lb Conc.Load at 1.15 Additional Notes BC- 71 lb Conc.Load at 2.62 The overall height of this truss excluding overhang is Plating Notes 1-7-11. Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 2.87 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 ei::: , Michael G Kozlowski Jeffrey P Arneson Derek B Murray CEEEMMEEI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17580/T23/JACK a Custom-Smith Residence Qty: 1 FROM: DRW: T20 Wgt:67.2 lbs ... / ... 02/08/16 5' I 9'8" + 14'8" 5' 4'8" 5H' 1/14X5 C=5X7 D T12 s V III o M N is 1 -2X4(A1)B Em2X4(A1) M Mg fl 1� 21'9" A III2X4 =40 _- X5 - F H 1'6"8 j 5'1"12 I 4'2"12 I 5'3"8 1 1'6"8-{ 5'1"12 9'4"8 14'8" 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 Udeft U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.019 G 999 240 B 574 /173 /299 1- /104 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.037 G 999 180 E 574 /173 /299 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.016 G - - B Min Brg Width Req= 1.5 NCBCLL: W.00 Mean Height:22.98 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: 0.201 Bearings B&E Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.210 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.053 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 41 0 D-E 379 -718 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 380 -719 E-F 41 0 Lumber C-D 391 -594 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 Webs 2x4 SP#3 B-H 590 -213 G-E 590 -236 Lumber value set"136"uses design values H-G 593 -211 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-H 136 0 G-D 138 -9 Purlins C-G 110 -106 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 -1.54 16.21 BC 120 0.15 14.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 02133113101313 PE No.60839 PE No.58544 PE No.71457 • 338 4th ST Ply:1 SEQN:17555/T28/JACK Custom-Smith Residence Qty:4 FROM: DRW: T18 Wgt:61.6 lbs ... / ... 02/08/16 7'4" I 14'8" 7,4„ 7,4„ I C 1114X5 T 12 6 n o HB 8'8"12 �,� v b� v =2X4(A1)B D=2X4(A1) T ■ 42 ■ \\ 21'9" A 1112X4 E 1 1,6„8-1 7,4, I 7,4„ -1 1'6„8 H 7,4” 14'8„ 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 Utt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.012 F 999 240 B 574 /169 /296 /- /133 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 F 999 180 D 574 /169 /296 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C — HORZ(TL):0.017 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.57 ft Code 1 Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.522 Bearings B&D Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.418 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.092 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 41 0 C-D 307 -655 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 307 -655 D-E 41 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 B-F 514 -127 F-D 514 -127 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Plating Notes C-F 243 0 Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 16.21 BC 120 0.15 14.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-0-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:3 SEQN:17728/T8/FLAT l Custom-Smith Residence Qty: 1 FROM: DRW: T16 Wgt:315.0 lbs ... / ... 02/08/16 4'10"4 9'2" 14'3" H 4'10"4 I 4'3"12 I 5'1" =6X10 1112X4 =4X8 =6X8 A B C D I _ _0_ _ N W2 ___=_ __ _ _ --, I : ___- ii O 21'9" E 11L13X8 E8X12 -- 6X8 1113X8 4'10"4 I 4'9"4 I 4 7"8 4'10"4 9'7"8 14'3" 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 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 B 999 240 H 3863 /1670 I- I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.215 B 797 180 E 4488 /1775 /- /- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 A - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.029 A - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.75 ft Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.265 Bearing H Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.497 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.831 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 1542-3568 C-D 1440 -3324 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1542-3568 Lumber Special Loads Value Set:13B(Effective 6/1/2013) ----(Lumber Dur.Fac.=1.251 Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 SP SS Dense TC-From 54 plf at 0.00 to 54 pff at 7.06 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP SS Dense TC-From 4 plf at 7.06 to 4 plf at 14.25 H-G 61 -26 F-E 70 -26 Webs 2x6 SP#2:W2,W6 2x4 SP#2: BC-From 10 plf at 0.00 to 10 plf at 7.06 G-F 3408-1472 W4 2x4 SP#3: BC-From 5 plf at 7.06 to 5 plf at 14.25 TC- 215 lb Conc.Load at 0.98 Lumber value set"13B"uses design values TC- 271 lb Conc.Load at 2.98 Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC TC-1298 lb Conc.Load at 4.90 Webs Tens.Comp. Webs Tens. Comp. TC-1340 lb Conc.Load at 6.10 Nailnote TC- 164 lb Conc.Load at 8.02 A-H 559-1263 C-F 112 -295 Nail Schedule:0.131"x3",min.nails TC- 98 lb Conc.Load at 10.02 A-G 3680-1591 F-D 3430 -1491 Top Chord:1 Row @ 5.25"o.c. TC- 33 lb Conc.Load at 12.02 B-G 361 -897 D-E 493 -1207 Bot Chord:1 Row @ 5.50"o.c. TC- 351 lb Conc.Load at 13.17 G-C 170 -74 Webs :1 Row @ 4"o.c. BC-1729 lb Conc.Load at 7.06 Repeat nailing as each layer is applied.Use equal BC- 625 lb Conc.Load at 9.06 spacing between rows and stagger nails in each row BC- 709 lb Conc.Load at 11.06 to avoid splitting. BC-1001 lb Conc.Load at 13.06 Plating Notes Hangers/Ties Plates sized for a minimum of 4.00 sq.in./piece. (J)Hanger Support Required,by others Purlins Wind In lieu of structural panels or rigid ceiling use puffins Wind loads and reactions based on MWFRS. to laterally brace chords as follows: End verticals not exposed to wind pressure. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 14.25 Additional Notes BC 120 0.00 14.25 Truss must be installed as shown with top chord up. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. The overall height of this truss excluding overhang is The TC of this truss shall be braced with attached 2-0-0' spans at 24"OC in lieu of structural sheathing. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2 Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray faXECCEECENI PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEQN:17541/T31/JACK Custom-Smith Residence Qty: 1 FROM: DRW: T14 Wgt:95.2 lbs ... / ... 02/08/16 ' 9' 14'1"8 19'4" I -I9• 5'1"8 I 5'2"8 =5X5 =4X5 C D 1112X4 E _ 6 e 4 12 I: o fy -v f- in =3X4(A1)B v and -- 21'9" H G A !_: -4X5 1113XF8 3X4 9'3"88' 9'4" I—1'6"8 1 9'3"8 110' 19'4" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.022 H 999 240 B 737 /186 /400 /- /148 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 H 999 230 F 625 /291 /268 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.015 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.035 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:23.98 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: 0.932 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.981 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.636 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 41 0 C-D 412 -727 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 367 -921 D-E 0 0 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 2x4SP#2 Right end vertical not exposed to wind pressure. B-H 730 -421 G-F 530 311 Webs 2x4 SP#3 H-G 530 -311 Lumber value set"13B"uses design values Additional Notes approved 1/20/2013 by ALSC The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) 4-10-7. Webs Tens.Comp. Webs Tens. Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. C-H 146 -77 D-F 414 705 H-D 313 -139 E-F 98 -123 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 -1.54 19.33 BC 114 0.15 19.33 Apply purlins to any chords above or below fillers at 24"OCunless shown otherwise above. Hangers I Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=19'1" uses the following support conditions: Bearing F (19'1".21'9")HTU26 Supporting Member:(3)2x6 SP SS Dense (20)0.148"x3"nails into supporting member. (11)0.148"x1.5"nails into supported member. 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 338 4th ST Ply:1 SEON:17539/T34/JACK Custom-Smith Residence Oty: 1 FROM: DRW: T12 Wgt:100.8 lbs ... / ... 02/08/16 7'4"6 13' 19'4" I 74..6 -I 5.7..10 I 6'4" D_5X5 I X4E 12 {5X50 • o i0 r. F, =3X4(A1)6 �� 17 ■ 11 ■ II. 21'9" A -_- -G" Q I �.. _ 9'4" H 1.6..8 I 10, I 154., 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 L/# Loc R /U /Rw /Rh I RL 1 W TCDL: 7.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.035 C 999 240 B 779 /138 /413 /- /211 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.064 C 999 230 F 727 /271 /301 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.022 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:24.98 ft Code I 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: 0.698 Bearing B Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.983 24.0 Spacing: " MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.285 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 41 0 C-D 312 -861 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 334-1089 D-E 0 0 Lumber Hangers I Ties Value Set:13B(Effective 6/1/2013) Recommended hanger connections are based on Maximum Bot Chord Forces Per Ply(lbs) manufacturer tested capacities and calculations. Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Conditions may exist that require different BotchordP SP#2:62 2x4 SP M-30: connections than indicated.Refer to manufacturer B-G 900 -501 G-F 453 252 Webss2xx4 SSP#3 publication for additional information. Lumber value set"13B"uses design values at location x=19'1" uses the following Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC support conditions: Webs Tens.Comp. Webs Tens. Comp. Bracing Bearing F (19'1",21'9")HTU26 C-G 291 -360 D-F 363 -653 Supporting Member:(3)2x6 SP SS Dense G-D 573 -192 E-F 135 176 (a)Continuous lateral restraint equally spaced on (20)0.148"x3"nails into supporting member. member, (11)0.148"x1.5"nails into supported Plating Notes member. Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes Purlins The overall height of this truss excluding overhang is In lieu of structural panels or rigid ceiling use purlins 6-10-7. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 19.33 BC 120 0.15 19.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. 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 338 4th ST Ply:1 SEON:17527/T57/HIPS - Custom-Smith Residence Qty: 1 FROM: DRW: T10 Wgt:95.2 lbs ... / ... 02/08/16 ' 7' 8'4" 15'4" II I 1'4" I 7' -I w5X5 5X5 C D ':_=, 12 6 ; 0 3X8 B 11111001. E 3X8 I A 1:06101......_ '-,•:".4. F tg 1 , r. 0 23'9" _. =5X5 7-.5X5 -=- J 1113 8 I H 1113X8 I-1.6„8 j 7, 1.4.. T I j 1'6"8-I 7' 8'4" I 15'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.048 H 999 240 J 1335 /498 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.101 H 999 184 G 1340 /501 I- I- /- /4.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.014 D - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.030 0 - - J Min Brg Width Req= 1.6 NCBCLL: 10.00 Mean Height:27.48 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.933 Bearings J&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 1.000 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.507 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 41 -30 D-E 499 -1539 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 498-1538 E-F 41 -30 Lumber Wind C-D 388-1302 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#3 Additional Notes J-I 31 -13 H-G 32 -14 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is I-H 1302 -388 approved 1/30/2013 by ALSC 5-10-7. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.54 to 56 plf at 7.00 B-J 516-1305 0-H 296 0 TC-From 28 plf at 7.00 to 28 plf at 8.33 B-I 1331 -390 H-E 1329 -390 TC-From 56 plf at 8.33 to 56 plf at 16.88 C-I 271 0 E-G 517 -1306 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 7.01 BC-From 5 plf at 7.01 to 5 plf at 8.32 BC-From 10 plf at 8.32 to 10 plf at 15.33 BC-From 4 plf at 15.33 to 4 plf at 16.88 TC- 286 lb Conc.Load at 7.01,8.32 BC- 448 lb Conc.Load at 7.01 BC- 508 lb Conc.Load at 8.32 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 -1.54 16.88 BC 110 0.00 15.33 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray IWIEMDIMIM PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17485/T17/HIPS + Custom-Smith Residence Qty: 1 FROM: DRW: 108 Wgt:228.2 lbs ... / ... 02/08/16 1 154"1 1239"112 . 1 7'4"10 1 13'6"4 1a.8'88, 19'3"S 1 22'2"1 1 1 T 1 it 27'3"3 1 34'8" 1 7'4"10 6'1"10 11'12 3'11" 2'10'9 3'5"7 7'4'13 or tE =6X8F Tyy D g8X8(XBR /�S4X10 (a) Ca3x4 14X5 no T O12 /, 1112X4 6 C I 06X10 I 5X7 0 �� to ko =3X8(A1)B '�3X8(A1) i9 A - .-7\ 21'9" /I� =4X5 m•r 5 1113X4 .,_x 112X4 K Q P 0 N 5XL 5 1'6"8 7'8"22'3"14 3'6'4 10'5"4 8"87 7'3"1 1'6"8 1-- 1 7'8"2 1 10' 1 13'6 "4 1 23' 11"8 �4'8„ 2815 1 348" 1 27'4'1811 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 too Udefl L/# Loc R /U /RW /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.203 N 999 412 B 1462 /250 1601 I- /243 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.439 N 939 412 J 1470 /250 /601 I- I- 15.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.054 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.117 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.58 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.611 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.388 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.647 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 F-G 324 -463 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 918-2549 G-H 816 -1959 Lumber Wind C-D 618-1805 H-I 867 -2332 D-E 340 -657 I-J 937 -2607 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-F 316 -574 J-K 41 0 Top chord 2x4 SP#2:T4 2x6 SP SS Dense: member design. Bot chord 2x6 SP SS Dense Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 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 8-0-11. B.Q 2206 -666 N-M 2268 -714 Q-P 1971 -502 M-L 2268 -714 Bracing P-O 1971 -502 L-J 2268 -714 (a)Continuous lateral restraint equally spaced on O-N 1966 -504 member. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-Q 233 -351 S-T 566 -1626 requirements. C-R 750-1465 S-F 404 -178 Plates sized for a minimum of 4.00 sq.in.piece. Q-R 568 -335 T-F 18 -6 R-O 534 -20 T-G 567 -1628 Purlins R-D 627 -260 H-N 641 -127 In lieu of structural panels or rigid ceiling use purlins R-S 702-1549 N-I 306 -552 to laterally brace chords as follows: D-S 467 -1103 I-L 138 -142 Chord Spacing(in oc) Start(ft) End(ft) E-S 178 -79 TC 24 -1.54 36.21 BC 120 0.15 34.52 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 IMEMIZEICEM PE No 60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17489/T2/HIPS a Custom-Smith Residence Qty: 1 FROM: DRW: TO6 Wgt:226.8 lbs ... / ... 02/08/16 ' �"I 2-1 7'4"10 13'6"4 1 '8"24" 18'8" 22'2"1 235"tr2 3'5"7 34'8" 7'4"10 + 6'1"10 11112 I 78" 3'6"1 11'7"11 I 7'4"13 sir g6FX8 7 (a)' Gv2X4 OX5 T T412V6nIm5X7 =-3X8(A1)B ] - 3 Jo3X8(A1) =7 A mm 1 K 21'9' /I' is v_X5 sdRS II3X4 =4X N 3 `\ 0 P 0 N M L 05X5 1'6"8 7'6"92'51 3'6'4 10'5"4 8' 7'3"1 1'6"8 1 76"9 I 10' I 13'6"4 I 23'11"8 �4' " 28 15 2I- 34'8" 1- --I 5'1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.204 N 999 412 B 1464 /251 /599 /- /251 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.442 N 933 412 J 1471 /251 /599 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.055 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.118 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:25.73 ft Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.569 Bearings B&J Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.391 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.637 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 F-G 282 -437 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 904 -2558 G-H 806 -1963 Lumber Wind C-D 619-1808 H-I 856 -2335 Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C E-E 296 -445 1-J 922 -2610 E-F 285 -445 J-K 41 0 Top chord 2x4 SP#2:T4 2x6 SP SS Dense: member design. Botchord 2x6 SPDenseAdditional Notes Maximum Bot Chord Forces Per Ply(lbs) Webss2x4 SP#3:WW 4 22x4 SSP#2: 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 8-4-7. B-Q 2216 -655 N-M 2270 -700 Q-P 1974 -490 M-L 2270 -700 Bracing P-O 1974 -490 L-J 2270 -700 (a)Continuous lateral restraint equally spaced on O-N 1969 -493 member. Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C-Q 230 -350 S-T 601 -1659 requirements. C-R 728-1438 S-F 285 -137 Plates sized for a minimum of 4.00 sq.in./piece. Q-R 572 -338 T-F 15 -6 R-O 537 -22 T-G 601 -1660 Purlins R-D 617 -256 H-N 639 -125 In lieu of structural panels or rigid ceiling use purlins R-S 712-1524 N-I 303 -550 to laterally brace chords as follows: D-S 514 -1213 I-L 138 -144 Chord Spacing(in oc) Start(ft) End(ft) E-S 118 -68 TC 24 -1.54 36.21 BC 120 0.15 34.52 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 Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMICEEICELI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17724/T6/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T04 Wgt:166.6 lbs ... / ... 02/08/16 T4"6 13' 21'8" 27'3"10 34'8" F7'4"6 + 57"10 -I 8'8" -I 57"10 + 7'4"6 -I = 7 05X7 T3 O T ![ 3! 12 6 05X5 F*45X5 sq i0 n i� I 11m4AX5(A1)6 '.000. 00 0.\, !ft _ G=4X5(A1) 21'9" /� 6 -4X5 a'6 `\ K J I 1�81 10' I 7'4" I 7.4" I 10' 11.6-81 10' 17'4" 24.8" 34'8,• Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) De//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): 0.139 J 999 412 B 1344 /257 /603 /- /212 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.254 J 999 412 G 1344 /257 /603 I- I- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.053 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.096 I - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:24.98 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.6 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.586 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.598 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI: 0.167 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): . A-B 41 0 E-F 927 -2056 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 942 -2273 F-G 942 -2274 Lumber C-D 928 -2055 G-H 41 0 Value Set:13B(Effective 6/1/2013) D-E 809 -1672 Top chord 2x4 SP#2:T3 2x4 SP M-30: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP M-30 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-K 1951 -692 J-I 1608 -510 approved 1/3012013 by ALSC K-J 1608 -483 I-G 1952 -719 Plating Notes Maximum Web Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.in./piece. Webs Tens.Comp. Webs Tens. Comp. Purlins C-K 246 -310 J-E 277 -74 In lieu of structural panels or rigid ceiling use purlins K-D 437 -159 E-I 438 -159 to laterally brace chords as follows: D-J 278 -74 I-F 246 -310 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 36.21 BC 120 0.15 34.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 6-10-7 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ElEEEMrni PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17461/T4/HIPS Custom-Smith Residence Qty: 1 FROM: DRW: T02 Wgt:154.0 lbs ... / ... 02/08/16 I 9' { 17.4" I 19' I 25'8" I 34'8" I 9' 8'4" 1'8" 6'8" 9' ger T2 III2X4 -3X8 T3 '1(8 F8 T 72 O 1- b 6 p n rf I4X4(A1)B 5m4X4(A1) 77 A �{, H I 21'9' I12X LL •4X10 ;3X8 `\ vX8 K J 112X4 1'6"81 9'1"12 ;10"1t 74" I 7'4" I10" 9'1"12 11'6 81 9'1"12 10' 17'4" 24'8" 25'&4 34'8" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.165 D 999 412 B 1231 /329 /594 /- /160 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.322 D 999 412 G 1231 /329 /594 /- /- /5.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.056 I - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.109 I - - 6 Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.98 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: 0.756 Bearings B&G Fcperp=565psi. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.991 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.459 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.47 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 41 0 E-F 1132 -2175 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 938-1991 F-G 938 -1991 Lumber -- C-D 1132-2175 G-H 41 0 Value Set:136(Effective 6/1/2013) D-E 1131 -2175 Top chord 2x4 SP M-30:T2,T3 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. Lumber value set"13B"uses design values B-M 1688 -666 K-J 1691 -692 approved 1/30/2013 by ALSC M-L 1691 -665 J-I 1691 -692 L-K 1691 -665 I-G 1688 -693 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins C-M 271 0 K-F 600 -276 to laterally brace chords as follows: C-K 601 -276 I-F 271 0 Chord Spacing(in oc) Start(ft) End(ft) D-K 295 -459 TC 24 -1.54 36.21 BC 97 0.15 34.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray 021313333033 PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17391/T69/EJAC Custom-Smith Residence Qty: 16 FROM: DRW: J16 Wgt:23.8 lbs ... / ... 02/08/16 C ►�( � 13'0"15 5 12 in co b 2X4(A1)B A li ;1 10'1"2 1'6"8 1 7' 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pt 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 loci/de L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 337 /83 /197 1- /121 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /38 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 D - - C 162 /92 /80 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.025 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.607 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.375 C Min Brg Width Req= - MWFRS Parallel Dist:h/2 to h Re Factors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 35 0 B-C 62 -90 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"138"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 7.00 BC 75 0.15 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-3-5. 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 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEAN:17584/T67/JACK Custom-Smith Residence Qty: 8 FROM: DRW: J14 Wgt:12.6 lbs ... / ... 02/08/16 12 C 5.11111r4 A 11'4"15 Lo 000 2X4(A1) B co (V 1� I i 10'1"2 A11 J 1'6"8 el 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 224 /61 /143 /- /62 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /0 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 53 /33 /22 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.322 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.087 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B 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 A-B 35 0 B-C 20 -40 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. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-7-5. 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 epvE;\< Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17572/T18/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J12 Wgt:11.2 lbs ... / ... 02/08/16 . C 6 1T f_i$23'1"3 2X4(A1) B T v ►=� Ii 1 21'9" A ►=- D I---- 16"8 2'6"8 A 2'6"8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 217 /66 /151 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 29 /3 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 38 /28 /17 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.37 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.337 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.062 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.000 Bearing B 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 A-B 41 0 B-C 17 43 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. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 2.54 BC 29 0.15 2.54 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 1-7-11. 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 338 4th ST Ply:1 SEQN:17513/T41/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J11 Wgt:21.0 lbs ... / ... 02/08/16 C i _ 28'3"15 s 12 1113X4 B ,n o s A sr Iom HB 4'8"8 N 1IIIyL1)_23'9" E._. D E--1,6"8 1113X8 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 Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 240 E 271 /200 /197 /- /- 13.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 75 I- /25 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 125 /47 /42 /- /162 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.98 ft Code I 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: 0.704 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.107 Bearing E Fcperp=565psi. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 41 0 B-C 188 -69 Value Set:13E4(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 E-D 0 0 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-E 359 -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 -1.54 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No 71457 338 4th ST Ply:1 SEQN:17511/T51/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J10 Wgt:15.4 lbs ... / ... 02/08/16 C 12 .1 27'3"15 6 1113X4 g 'n o A :co in t� HB 2'8"8 iV 4 11 23'9" Erei E-' D �-1'6"8 114X5 3' 3' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 E 215 /155 /166 /- /- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 45 /- /15 I- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 60 /22 /39 /- /108 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.48 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: 0.388 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.095 Bearing E 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 A-B 41 0 B-C 162 57 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 E-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Plates sized for a minimum of 4.00 sq.in./piece. B-E 319 -200 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 -1.54 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Flonda 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 EMILICEECIUDI PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEQN:17509/T52/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J09 Wgt:8.4 lbs ... / ... 02/08/16 12 6 - C III 3X4 B A 26'3"15 EN A N- in b 74- HB 8"8 is) N N CV • 4 ��_II 23'9" ►. E►=' D I---- 1'6"8 II�3X81' 1 1' Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 240 E 197 /137 /169 1- I- /3.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 15 /- /5 1- 1- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - C -44 /65 /67 /- /57 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.98 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: 0.610 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.165 Bearing E Fcperp=565psi. 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 41 0 B-C 258 -63 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 E-D 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. B-E 554 -192 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 -1.54 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. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 2-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Flonda 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 IHRTEMEEI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17497/T48/EJAC Custom-Smith Residence Qty: 2 FROM: DRW: J08 Wgt:26.6 lbs ... / ... 02/08/16 C 29'3.15 6 12 o p12X4 B tO 'n Un TA HB 6'8"8 1 �L23'9- ►_. D III3X8 T �--1'6"8 1 r 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 Udefl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 240 E 368 1247 /229 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 140 /- /35 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - C 185 /81 /62 /- /215 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:27.48 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: 0.428 D Min Brg Width Req= - C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.486 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.115 Bearing E Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber A-B 41 0 B-C 209 -92 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP M-30 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Webs 2x4 SP#3 E-D 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. B-E 387 -298 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 -1.54 7.00 BC 84 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville.FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEICEICEIMIZI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17495/T43/JACK Custom-Smith Residence Qty: 4 FROM: DRW: J07 Wgt:21.0 lbs ... / ... 02/08/16 C 28'3"15 12 6 1113X4 0 A � 1B488 fV 1 I� _L1).23'9" E" D I---1,6"8 113X8 5' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Weft U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.001 B 999 240 E 271 /200 /197 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 75 I- /25 I- /- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 125 /47 /42 I- /162 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.002 B - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.98 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: 0.704 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.392 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI:0.107 Bearing E Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber A-B 41 0 B-C 188 -69 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Sot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 E-D 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. B-E 359 -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 -1.54 5.00 BC 60 0.00 5.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEON:17493/T44/JACK Custom-Smith Residence Qty: 4 FROM: DRW: J06 Wgt:15.4 lbs ... / ... 02/08/16 C 12 li( - 27'3"15 ii;g0.0001011111111112 1113X4 B inN 'n o A !o in M v HB 2'8"8 II EIMIIIIMMIE A_ El)23'9" E� D F- 1'6"8 114X5 3' 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 E 215 /155 /166 /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 B 999 180 D 45 I- /15 /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 B - - C 60 /22 /39 /- /108 /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.001 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.48 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: 0.388 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.139 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.095 Bearing E 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 A-B 41 0 B-C 162 57 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#3 Chords Tens.Comp. Webs 2x4 SP#3 E-D 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. B-E 319 -200 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 -1.54 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821 5200 APE 1 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17547/T37/EJAC Custom-Smith Residence Qty: 5 FROM: DRW: J04A Wgt:21.0 lbs ... / ... 02/08/16 11 (ID 25'3"15 6 12 i+M 2X4(A1)A 21'9" C j 8 6'10"8 8 7' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 226 /64 /117 /- /161 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 98 /4 /44 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 C - - B 171 /148 /95 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.032 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:23.90 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.675 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.398 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 A-B 76 -124 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 6.87 BC 75 0.00 6.87 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing.include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEEC 1E10 PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17545/T38/JACK Custom-Smith Residence Qty: 1 FROM: DRW: JO3A Wgt:15.4 lbs ... / ... 02/08/16 12 A (t) 24'3"15 6 0 3X4n-(A1) 21'9" C 'L'8 410"8 +18 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeWCSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 160 /43 /83 /- /112 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 70 /3 /31 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 C - - B 121 /104 /67 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.013 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.40 ft Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.559 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.339 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.000 A-B 54 -97 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 4.88 BC 59 0.00 4.88 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 2.10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17568/T21/JACK Custom-Smith Residence Qty: 1 FROM: DRW: J02B Wgt:9.8 lbs ... / ... 02/08/16 12 6 23'3"15 T ti 3X4A(A1) L L' I 14) 21'9" 3' r- ' 8 ' 3'1"8 Loading Criteria(psf) Wind Criteria (((777 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 98 /13 /51 /- /51 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 42 /0 /20 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - B 73 /43 /41 I- I- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.003 C - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.87 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.205 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.129 Chords Tens.Comp. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI: 0.000 A-B 33 -60 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Chords Tens.Comp. Lumber A-C 0 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 3.00 BC 36 0.00 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE Michael G Kozlowski Jeffrey P Arneson Derek B Murray inaCRICEMN PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17451/T13/JACK Custom-Smith Residence Oty: 8 FROM: DRW: J02 Wgt:12.6 lbs ... / ... 02/08/16 C 12 ,1 T 23'3"15 6 2X4(A1) B T N F-- 4,"7 .' 21'9" A D 3' 1'6"8 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 226 /88 /154 /- 196 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 37 /1 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 53 /49 /25 /- /- /1.5 Des Ld: 32.00 EXP:C . HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.48 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.374 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.090 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI: 0.000 Bearing B Fcperp=565psi. Spacing:24.0" C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber A-B 41 0 B-C 24 -54 Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#3 Bot chord 2x4 SP#3 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.54 3.00 BC 34 0.15 3.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-10-7. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville.FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEEIIIMEIGIEW PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEQN:17592/T70/HIP_ Custom-Smith Residence Qty: 4 FROM: DRW: HJ09 Wgt:43.4 lbs ... / ... 02/08/16 ' 5'5"15 I ' 9'10"1 55"15 4'4"1 D ,, I T (1)13'0"8 12 3.54 .. 4X5 C v. OP �� N N M b_ 2X4(A1)B n 41 A u ��� 10'12 III4 =4X-4 F I-773 5'4"3 4'3"13 1 5'4"3 9,$„1 9(2�„1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 240 B 269 /190 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.043 G 999 180 E 273 /84 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F - - D 69 /27 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.012 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.484 E Min Brg Width Req= - D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.540 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI: 0.288 Bearing B Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Wind A-B 18 -8 C-D 26 -45 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 274 -634 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 3-2-14. B-G 610 -244 F-E 0 0 approved 1/30/2013 by ALSC G-F 600 -244 Special Loads Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 0 plf at -2.18 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 9.84 G-C 164 0 C-F 262 -643 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 6 plf at 0.00 to 6 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -31 lb Conc.Load at 1.52 TC- 105 lb Conc.Load at 4.35 TC- 219 lb Conc.Load at 7.18 BC- 4 lb Conc.Load at 1.52 BC- 72 lb Conc.Load at 4.35 BC- 132 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: 1 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.18 9 84 BC 116 0.15 9.84 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..Flonda Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 ez; Michael G Kozlowski Jeffrey P Arneson Derek B Murray MEICEIMIME PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEAN:17570/T9/HIP_ ' Custom-Smith Residence Qty: 1 FROM: DRW: HJ07 Wgt:15.4 lbs ... / ... 02/08/16 C 12 4.24 0 T cli) 23'0"15 r-- F-- -- - `ti 2X4(A1)g v. _v 3 ' '/ Ndik 21'9" A .=� p \I 3'7"2 2'2"3 i 3'7"2 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 297 /134 /171 /- /86 /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 41 /5 /23 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - C 58 /47 /23 I- l- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.003 0 - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:22.35 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.388 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.102 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B 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 A-B 43 0 B-C 19 -41 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"136"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purtins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -2.18 3.59 BC 41 0.15 3.59 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 1-7-7. 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 PE No.60839 PE No.58544 PE No.71457 r` 338 4th ST Ply:1 SEQN:175251 T54 I HIP_ Custom-Smith Residence Qty: 1 FROM: DRW: HJO5 Wgt:54.6 lbs ... / ... 02/08/16 50-12j 9'10'1 S'0"12 45"4 C 29'37 4.24 12 p $4X5 B Viii n •4XSA in T 1116 _ 239 e '4X5 .3X4E D 2X4 4'9"4 410"5 I 4'9"4 I 9'7-9 9?1�7"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in P59 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): 0.009 F 999 240 G 351 /40 /- /- /- /6.4 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 F 999 180 D 368 /38 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 E - - C 91 /46 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.004 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:27.84 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.658 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.528 C Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.375 Bearing G 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 Wind A-B 64 -431 B-C 32 -66 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Left end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 G-F 5 0 E-D 0 0 Lumber value set"136"uses design values F-E 394 -66 approved 1/30/2013 by ALSC Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 2 plf at 0.00 to 2 plf at 9.84 A-G 46 -339 F-B 111 0 BC-From 2 plf at 0.00 to 2 plf at 9.84 A-F 430 -68 B-E 85 -506 TC- 56 lb Conc.Load at 1.52 TC- 167 lb Conc.Load at 4.35 TC- 278 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 118 0.00 9.84 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes The overall height of this truss excluding overhang is 5-9-15. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402.Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ECEIMEECELI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:175001 T49/HIP_ Custom-Smith Residence Qty: 1 FROM: DRW: HJ03 Wgt:57.4 lbs ... / ... 02/08/16 5'0"12I 9'10"1 5'0"12 4'9"4 D 29'3.7 4.24 12p ori 4X5 C fill le4X5B ir to T A riiiiii HB 4'9"4 \ M 0 im 1 I. _-_-_1_-_, G X�„ m4! 23.9" a4X5 !3 F4E 1112X4 4'9"4 4'10"5 F27 F.----2'2'3 1 I r�. 4'9"4 9'7"9 9 '1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.008 G 999 240 H 312 /169 I- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.015 G 999 180 E 308 /34 /- /- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 F - - D 91 /20 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.003 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:27.45 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.657 E Min Brg Width Req= - D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.504 MWFRS Parallel Dist:0 to h/2 Re Factors Used:Yes Max Web CSI:0.303 Bearing H Fcperp=565psi. Spacing:24.0" p C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 Lumber Wind A-B 21 16 C-D 30 -56 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 87 -336 Top chord 2x4 SP#2 Left end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Bat chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Additional Notes Lumber value set"13B"uses design values The overall height of this truss excluding overhang is H-G 2 -6 F-E 0 0 approved 1/30/2013 by ALSC 5-9-15. G-F 318 -61 Special Loads Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 0 pH at -2.18 to 55 plf at 0.00 TC-From 2 pH at 0.00 to 2 plf at 9.84 B-H 174 -300 G-C 113 0 BC-From 0 plf at -2.18 to 4 plf at 0.00 B-G 359 -56 C-F 78 -408 BC-From 6 plf at 0.00 to 6 plf at 0.00 BC-From 2 plf at 0.00 to 2 pif at 9.84 TC- -32 lb Conc.Load at 1.52 TC- 119 lb Conc.Load at 4.35 TC- 250 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 -2.18 9.84 BC 75 0.00 9.84 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 fP7/)\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray EEHMEIMIEri PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEON:17457/T16/HIP_ Custom-Smith Residence Qty: 2 FROM: DRW: HJ01 Wgt:40.6 lbs ... / ... 02/08/16 5'3"5I 9'10"1 H 5'3"5 4'6"12 D P. 25'3"7 12r_ 4.24 p 2X4 0 • N • (7 Co Q 2X4(A1)B 3 i - 21'9" A = =4 E F F--2,2 3 1 9.6.7 9'61 '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 F 999 240 a 271 /257 I- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 F 999 180 E 282 /127 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 F - - D 64 /51 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL): 0.025 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.45 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.455 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.939 0 Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI: 0.227 Bearing B Fcperp=565psi. 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. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Wind A-B 22 -14 C-D 44 -56 B-C 370 -415 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Additional Notes Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 The overall height of this truss excluding overhang is Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values 3-9-15. B-F 413 -324 F-E 0 0 approved 1/30/2013 by ALSC Maximum Web Forces Per P Special Loads Webs Tens.Comp. lY(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -2.18 to 55 plf at 0.00 C-F 352 -448 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -2.18 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -34 lb Conc.Load at 1.52 TC- 107 lb Conc.Load at 4.35 TC- 223 lb Conc.Load at 7.18 BC- 5 lb Conc.Load at 1.52 BC- 73 lb Conc.Load at 4.35 BC- 133 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 -2.18 9.84 BC 116 0.15 9.84 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 inEEMMIZEI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEAN:17860/T96/SPEC Custom-Smith Residence Qty: 1 FROM: DRW: FT08 Wgt:247.8 lbs ... / ... 02/08/16 87"7 12'5"13 1'9"13 "I 1F 13 -I 2'6"12 4'8" 6'9"9 10'8 14'6"7 16'8" 18'9"4 21'4" ♦• 2.6"12 I 21"4 I 21"9 I 2~" 2'0"9 I 2'1"9 I 2'1"4 I 2'6"12 12 5 p =8X1'E 1112X4 F K 1113X4 T T 4X8 Ii p�DT-9"10 I II2�C4 IpH 4 T2 I J =8X12 L- M�4X8 1 C N =4X40)B p� I,-�_ ` W8 : " �� 'wMYYi `m4X4(A2) N 1 � 10 '2 A Y 1112X4 W V U -H051 T S m4RX8 11120X4 P 0 I-1'6"8 1 2'6"12 1'11'8 2'0"9 2'6"1 1�1"5� 1'9"13 2'6"12 2'6"12 I 4'6"4 I I 8.4"11 I 10'10"12 I 21 115 16�712 I 21'4" 1 1F-�J�3 -I r♦'4-) I 279 I 1f- 1-18 -1 I-1'6"8-i 6'4'1 12' 14'11"15 18'9"4 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 Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.253 H 997 360 B 2227 /- /1813/- /74 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.705 H 358 336 N 2227 /- /1813/- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.066 E - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.185 E - - N Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.390 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.673 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.595 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 18 -7 H-I 0 -5989 I:NA GCpi:NA Plate Type(s): B-C 0-2269 I-J 0 -5743 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-E 0 -152 J-L 0 -4784 Lumber Purlins D-F 0-4922 K-M 0 -157 Value Set:13B(Effective 6/1/2013 In lieu of structural F-G 0-6007 N-N 0 -2257 ) panels or rigid ceiling use purlins G-H 0-6007 N-O 18 -7 Top chord 2x4 SP M-30:T2 2x6 SP SS Dense: to laterally brace chords as follows: Bot chord 2x4 SP M-31 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -1.54 22.88 Maximum Bot Chord Forces Per Ply(lbs) :W1.W6,W8,W9.W11,W13,W18 2x6 SP#2: BC 120 0.15 21.19 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. B-Y 2058 0 T-S 5906 0 approved 1/30/2013 by ALSC Y-X 3873 0 5-R 5136 0 Additional Notes X-W 3958 0 R-0 3533 0 Nailnote Provide uplift connections at bearings as indicated. W-V 5157 0 0-P 3467 0 Nail Schedule:0.131"x3",min.nails UPLIFT (LB): V-U 6007 0 P-N 2048 0 Top Chord:1 Row @10.75"o.c. BRG.LOC(FT): 0.00 20.88 U-T 5906 0 Bot Chord:1 Row @12.00"o.c. Truss designed for 130.00 mph wind,15.00 ft mean height Webs :1 Row @ 4"o.c. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Use equal spacing between rows and stagger nails Enclosed building(SBC) Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is Special Loads 2-3-10. C-Y 865 0 U-I 207 -18 C-D 0-1963 I-S 0 -432 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Y-D 0-2004 S-J 744 0 TC-From 55 plf at -1.54 to 55 plf at 4.67 D-X 3 7 J-R 0 955 TC-From 295 plf at 4.67 to 295 plf at 16.67 D-E 49 0 R-L 1522 0 TC-From 55 plf at 16.67 to 55 plf at 22.88 D-W 1126 0 R-L 50 0 BC-From 4 plf at -1.54 to 4 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 21.33 W-F 0 -638 L-Q 39 0 BC-From 4 plf at 21.33 to 4 plf at 22.88 F-V 939 0 L-P 0 -1610 V-G 0 -492 L-M 0 -1944 Plating Notes H-U 0 -140 P-M 728 0 All plates are 3X8 except as noted. 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.,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 BUSCEOLECI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEAN:17695/T24/SPEC Custom-Smith Residence Qty: 1 FROM: DRW: FT06 Wgt:246.4 lbs ... / ... 02/08/16 2' I 4'7"6 I 6'8"3 I 8'6"5 10 I '7'3 12'5"5 14'6"2 16'8" 18'9"4 21'4" ' ' I I 2' 2'7"6 2'0"14 1'10"2 2'0"14 1'10"2 2'0"14 2'1"14 2'1"4 2'6"12 12 J IDT 9"10 5 113X4 T T DT 3"11 0H'.12("") D E II?(4 112E T2 H I �H0672 K�� L34X8 IL 1-s =3X8(81) Millk `'77 ` ` ' I/ I/ ', ''.411115X502) 1 y 1 A i •� II Y Y Y ii� Y Y�� N -F, 11Y1'2 // X W V U T 'HS 10 R 0 P4 0 II2X4 1 x-16 8 1 2'2"12 i V11"2 i 2'0"14 I 2'0"14 I 2'6"6 '� 10"1 ,_ 1'10"2 I 1'11"8 i 2'6"12 1 2'2"12 4'1'14 6'2"11 8'3'9 10'9"15 1 101 16912 18'9"4 1 21'4" 1'2"1 2'0"14 F 12' { I-14111 10-{ E-1'6"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Litt Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.193 G 999 360 B 1775 /- /778 I- /78 15.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.337 G 748 336 M 1679 /- /710 /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.036 0 - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.063 0 - - M Min Brg Width Req= 1.5 NCBCLL:W.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.317 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.426 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.372 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 30 0 G-H 131 -3022 I:NA GCpi:NA Plate Type(s): B-C 0-1458 H-I 61 -3000 Wind Duration:NA WAVE,HS VIEW Ver:15.02.0OC.1217.15 C-D 0-1978 I-K 0 -2677 Lumber Purlins D-E 96-2511 J-L 68 -103 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-G 139 -302L-M 0 -1490 to laterallybrace chords as follows: F-G 139-30211 M-N 30 0 Top chord 2x4 SP :T2 2x6 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP M-31 TC 24 -1.54 22.88 Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3 :W7,W3,W5,W7,W8,W10,W12,W17 2x6 SP#2: BC 120 0.15 21.19 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. B-X 1273 0 5-R 3047 -29 approved 1/30/2013 by ALSC X-W 1259 0 R-Q 2804 0 Additional Notes W-V 2092 0 Q-P 2208 0 Nailnote Provide uplift connections at bearings as indicated. V-U 2631 -58 P-0 2168 0 Nail Schedule:0.131"x3",min.nails UPLIFT (LB): U-T 3021 -83 O-M 1340 0 Top Chord:1 Row @12.00"o.c. BRG.LOC(FT): 0.00 20.88 T-S 3047 -29 Bot Chord:1 Row @12.00"o.c. Truss designed for 130.00 mph wind,15.00 ft mean height Webs :1 Row @ 4"o.c. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Maximum Web Forces Per Ply equal spacing between rows and stagger nails Enclosed building(SBC) (Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is Special Loads 2-3-10. C-X 0 -64 H-R 66 -125 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-W 782 -131 R-I 239 -45 W-D 99 -330 I-Q 106 345 TC-From 102 plf at 1.54 to 102 plf at 2.00 D-V 511 -75 Q-K 568 -151 TC-From 102plf at 2.00 to 102plf at 16.67 V-E 49 -318 J-K 0 216 TC-From 102 plf at 16.67 to 102 plf at 22.88 BC-From 10 plf at 0.00 to 10 plf at 21.33 E-U 424 -24 K-P 27 -5 TC- 379 lb Conc.Load at 2.00,16.67 U-F 24 -213 K-0 0 -941 G-T 47 0 K-L 0 -1283 Plating Notes T-H 0 -75 O-L 407 0 All plates are 3X8 except as noted. ("')1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. NOTES: t 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 EIXECCOrna PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEQN:177001 T99/SPEC Custom-Smith Residence Qty: 1 FROM: DRW: FT04 Wgt:246.4 lbs ... / ... 02/08/16 2' I 4'7"6 , 6'8"3 I 8'6"5 ) 10'7"3 I 12'5"5 I 14'6"2 I 168" I 1894 I 214 ) 2' 2'7'6 2'0'14 1'10"2 2'0"14 1'10"2 2'0"14 2'1"14 2'1"4 Z6"12 12J ID�xXT 9"10 p T 5 DT 3"11 oHa•12(") D E Ill K4 112:640 H I Es H0612 4 L'4X8 I1•� ` `. , �i 11 ' \, Mm4X4(A2) b LA i II Y Y Y it i Y i7 I Y N N 0'11 will ..r 11 7 4 I� X W V U T S R a P 0 1 112X4 22"12 I 1'11"2 I 2'0"14 I 20"14 I Z6"6 i 101 I 110"2 I 1'11'8 I 2'6"2 • iF-16•8 A 4'114 62'11 8'3"9 10'9"15 1Z10"113 16'9"12 18'9"4 21'4" 2 1 �2 �0 14 f '16.8-'I14 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RI /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.233 T 999 360 B 2107 I- /1110/- /78 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.411 T 613 336 M 1936 /- /967 I- I- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 0 - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.082 0 - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Mist Criteria Creep Factor:1.5 Bearings B&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.363 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.724 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI:0.436 Chords Tens.Comp. Chords Tens. Camp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 30 0 G-H 0 -3407 I:NA GCpi:NA Plate Type(s): B-C 0-1791 H-I 0 -3427 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2284 I-K 0 -3134 Lumber Purlins D-E 0-2833 J-L 113 -118 Value Set:13B(Effective 6/1/2013) In lieu of structural F-GF 0-3303 L-M 0 -1770 panels or rigid ceiling use purlins F-G 0-3401 M-N 30 0 Top chord 2x4 SP#2:T2 2x6 SP SS Dense: to laterally brace chords as follows: Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x4 SP#3 TC 24 -1.54 22.88 Maximum Bat Chord Forces Per Ply(lbs) :W1,W3,W5,W7,W8,W10,W12,W17 2x6 SP#2: BC 120 0.15 21.19 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers - Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. B-X 1568 0 S-R 3467 C approved 1/30/2013 by ALSC X-W 1549 0 R-a 3257 0 Additional Notes W-V 2392 0 0-P 2673 0 Nailnote Provide uplift connections at bearings as indicated. V-U 2960 0 P-0 2623 0 Nail Schedule:0.131"x3",min.nails UPLIFT (LB): U-T 3401 0 0-M 1603 0 Top Chord:1 Row @11.25"o.c. BRG.LOC(FT): 0.00 20.88 T-S 3467 0 Bot Chord:1 Row @12.00"o.c. Truss designed for 130.00 mph wind,15.00 ft mean height Webs :1 Row @ 4"o.c. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Use equal spacing between rows and stagger nails Enclosed building(SBC) Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is Special Loads 2-3-10. C-X 0 -84 H-R 86 -106 794 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) C-W W-D 100 100 - 26 R-I 208 -335 -3166 3326 I-Q 11112 335 TC-From 102 plf at -1.54 to 102 plf at 2.00 D-V 537 -45 a-K 558 -158 TC-From 102 plf at 2.00 to 102 plf at 16.67 TC-From 102 plf at 16.67 to 102 plf at 22.88 V-E 28 -338 J-K 0 -361 BC-From 10 plf at 0.00 to 10 plf at 12.00 E-U 479 0 K-P 21 -7 BC-From 10 plf at 12.00 to 10 plf at 21.33 U-F 0 -241 K-0 0 -1158 TC- 674 lb Conc.Load at 2.00,16.67 G-T 70 0 K-L 0 -1536 T-H 0 -122 0-L 512 0 Plating Notes All plates are 3X8 except as noted. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in.lpiece. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court.Suite 402,Jacksonville.FL 32224-904.821.5200 epn Michael G Kozlowski Jeffrey P Arneson Derek B Murray BEEIMUCCEO PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEQN:17733/T97/SPEC Custom-Smith Residence Qty: 3 FROM: DRW: FT02 Wgt:243.6 lbs ... / ... 02/08/16 ry7'4" I 10'7"8 ` 2' ` 4'7'7 I 6'8"6 i 86"9_� 20"15 I 12'5"12 I 14'6"11 16'7"10 { 18'8"9 I 214" 2' 2'7"7 2'0"15 1'2"9 1'10"3 2'0"15 2'0"15 2'0"15 2'7"7 12 5 T1 gHOC612(") D E_-FX4 1112X4 UIH 4 DT 3"11 I J K L .4X8 M w4X4(A2)B110' G IWy IWl 1W1 W1 T T 1 A B ..i 1-l1 11:1 ?1-I I-nn �rK Ir �K �5 0 1 N 10'1"2 -_- 112X4 =H0310 m4X8 X W V U T S R 0 p o 111 4N f-1 6,8 , 2'2"12 I 1'11"3 I 2'0"15 I 2'0"15 I 2'6"7 I 1,'1"4, I 2'0"15 I 2'0"15 I 2'1"15 • 1 2'2"12 4'1"15 6'2"14 8'3'13 10'10"4 11 12 2111 2'0"15 17'1"2 19'2 1 21'4 1-1'{ 15'0"3 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.234 H 999 360 B 2126 /- /1123/- /38 /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.417 H 609 339 N 1761 /- /849 /- /- /5.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.044 N - - B Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.078 N - - N Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings B&N Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.366 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.746 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.778 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 30 0 G-H 0 -3481 I:NA GCpi:NA Plate Type(s): B-C 0-1810 H-I 0 -3488 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2319 I-J 0 -3531 Lumber Purlins D-E 0-2889 J-K 0 -3294 E-F 0-3431 K-L 0 -2711 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-G 0-3431 L-M 0 -1474 Top chord 2x6 SP SS Dense:T1 2x4 SP#2: to laterally brace chords as follows: Bot chord 2x4 SP M-30 Chord Spacing(in oc) Start(ft) End(ft) Webs 2x6 SP#2 TC 24 -1.67 21.21 Maximum Bot Chord Forces Per Ply(lbs) :W2,W4,W6,W9,W11,W13,W15,W17 2x4 SP#3: BC 120 0.02 21.21 Chords Tens.Comp. Chords Tens. Comp. Apply purlins to any chords above or below fillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. B-X 1585 0 S-R 3565 0 approved 1/30/2013 by ALSC X-W 1567 0 R-Q 3382 0 Additional Notes W-V 2430 0 Q-P 2969 0 Nailnote Provide uplift connections at bearings as indicated. V-U 3021 0 P-0 1784 0 Nail Schedule:0.131"x3",min.nails UPLIFT (LB) U-T 3481 0 0-N 25 0 Top Chord:1 Row @11.25"o.c. BRG.LOC(FT): 0.00 20.88 T-S 3565 0 Bot Chord:1 Row @12.00"o.c. Truss designed for 130.00 mph wind,15.00 ft mean height Webs :1 Row @ 4"o.c. with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Use equal spacing between rows and stagger nails Enclosed building(SBC) Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. The overall height of this truss excluding overhang is Special Loads 1-6-0. C-X 0 -84 I-R 92 -88 C-W 814 -159 R-J 181 -132 ----(Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00) W-D 95 -334 J-Q 106 -235 TC-From 102 plf at -1.54 to 102 plf at 2.00 D-V 558 -39 Q-K 395 -158 TC-From 102 plf at 2.00 to 102 plf at 21.33 V-E 23 -351 K-P 0 -684 BC-From 10 plf at 0.00 to 10 plf at 12.00 BC-From 10 plf at 12.00 to 10 plf at 21.33 E-U 499 0 P-L 1129 0 TC- 674 lb Conc.Load at 2.00,16.67 U-G 0 -250 L-0 0 -822 H-T 105 0 O-M 1633 0 Plating Notes T-I 6 -212 M-N 0 -856 All plates are 3X8 except as noted. (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plates sized for a minimum of 4.00 sq.in./piece. 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 ECIECEBECIIM PE No.60839 PE No.58544 PE No.71457 • 338 4th ST Ply:1 SEQN:17862/T71/SY42 Custom-Smith Residence Qty: 1 FROM: DRW: FGE03 Wgt:40.6 lbs ... / ... 02/08/16 1'5"8--1--- 1'4" (TYP) A B C D EF 38 N11 V U Li G io ,,,i3I n itO 1 0'1"2 III1 X4 L K J 11112X4 6'0"8 1 I 6'0"8 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell I1# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 360 H' 85 I- l- I_ I- /72.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 240 M Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 F - - Bearing M Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL):0.001 B - - NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.029 A-B 0 0 D-E 0 0 Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.026 B-C 0 0 E-F 0 0 C&C Dist a:NA ft FT/RT:30(0)110(0) Mfg Specified Camber: C-D 0 0 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(lbs) Lumber End Vertical Attachment Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical M-L 0 0 J-I 0 0 Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or L-K 0 0 I-H 0 0 (5)qty. 15-Gauge,7/16"Crown.2-1/2"length wire Botchord4x2 #3 staples,through wide face;or(3)qty.16-Gauge,1" K-J 0 0 Webss4xx2 SP##3 3 Crown(minimum),1-1/2"length wire staples on each Lumber value set"13B"uses design values narrow face. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing N-M 0 -7 F-H 13 0 Sheathing is required for any longitudinal(drag) A-M 0 -47 I-1-G 0 -6 forces.All connections to be designed by the building designer. Maximum Gable Forces Per Ply(lbs) Fasten rated sheathing to one face of this frame. Gables Tens.Comp. Gables Tens. Comp. Plating Notes B-L 0 -120 D-J 0 -114 All plates are 1X3 except as noted. C-K 0 -102 E-I 0 86 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 0.12 5.67 BC 66 0.12 5.67 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. 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. 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 EIIIMECEMZI PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEQN:17625/T87 I SY42 Custom-Smith Residence Qty: 1 FROM: DRW: FGE01 Wgt:75.6 lbs ... / ... 02/08/16 H 15"8+ 1'4" H (TYP) A B C D E F G H I J K T 22 X 1 -i ` , J n 1! o ( if, 010'1"2 .i., 112X4 ��� II Q1112X4 f 13'7"4 I. 13'7"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def)/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IA Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 360 M" 108 I- /- I- I- /163 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 K 999 240 W Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 B - - Bearing W Fcperp=565psi. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 B - - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(lbs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.203 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.036 A-B 0 0 F-G 0 0 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 0 G-H 0 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: C-D 0 0 H-I 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 I-J 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 E-F 0 0 J-K 0 0 Lumber End Vertical Attachment Value Set:13B(Effective 6/1/2013) Attach notched end verticals)to next end vertical Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#3 using(3)qty.10d box or(0.128"x3"min)gun nails,or Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#3 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire W-V 0 0 R-Q 0 0 Webs 4x2 SP#3 staples,through wide face:or(3)qty.16-Gauge,1" -U 0 0 Q-P 0 0 Crown(minimum),1-1/2"length wire staples on each V-T 0 0 P-0 0 0 Lumber value set"13B"uses design values narrow face. U-S 0 0 O-N 0 0 approved 1/30/2013 by ALSC S-R 0 O N-M 0 0 Bracing Sheathing is required for any longitudinal(drag) Maximum Web Forces Per Ply(lbs) forces.All connections to be designed by the building Webs Tens.Comp. Webs Tens. Comp. designer. Fasten rated sheathing to one face of this frame. X-W 0 -9 K-M 0 -48 A-W 0 -59 M-L 0 -9 Plating Notes All plates are 1X3 except as noted. Maximum Gable Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.in./piece. Gables Tens.Comp. Gables Tens. Comp. B-V 0 -150 G-Q 0 -133 Purlins C-U 0 -129 H-P 0 -133 In lieu of structural panels or rigid ceiling use purlins D-T 0 -134 I-O 0 -133 to laterally brace chords as follows: E-S 0 -133 J-N 0 -135 Chord Spacing(in oc) Start(ft) End(ft) F-R 0 -133 TC 24 0.25 13.35 BC 120 0.25 13.35 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. 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. 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 laCCEIZEECIEM PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:2 SEON:17718/T30/FLAT Custom-Smith Residence City: 1 FROM: DRW: FG01 Wgt:71.4 lbs ... / ... 02/08/16 2'8"12 5'5"8 H 2'8"12 I 2'8"12 • =4X5 1112X4 =4X5 T - ■ .1.....„_wordia,..a -.. ,_ Iou . I.A. 1..A.,...iimmo I. ■ ink 101"2 �' \I Fes- E -I +112X4 2'8"12 =-H05102'8"12 11121 2'8"12 5'5"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 LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.005 B 999 240 F 970 /- /- I- I- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.012 B 999 180 D 816 I- I- I- I- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 A - - F Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 A - - D Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.1.5 Bearings F&D Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.109 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.043 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:No Max Web CSI: 0.225 Chords Tens.Comp. Chords Tens. Comp. Pa 9� C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: A-B 0 -453 B-C 0 -453 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 Maximum Bot Chord Forces Per Ply(lbs) Lumber Purlins Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins F-E 20 0 E-D 17 0 Top chord 2x6 SP SS Dense to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Bot chord 2x4 SP#2 TC 24 -0.13 5.33 Maximum Web Forces Per Ply(lbs) Webs 2x6 SP#2:W2,W4 2x4 SP#3: BC 66 -0.13 5.33 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers A-F 0 -471 E-C 472 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. 1 A-E 468 0 C-D 0 -394 Nailnote The TC of this truss shall be braced with attached g_E 0 -359 spans at 24"OC in lieu of structural sheathing. Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @ 4.25"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 100 plf at 0.00 to 100 plf at 3.46 TC-From 356 plf at 3.46 to 356 plf at 5.46 BC-From 10 plf at 0.00 to 10 plf at 5.46 TC- 674 lb Conc.Load at 0.79 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes Truss must be installed as shown with top chord up. 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. 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 • 338 4th ST Ply:1 SEAN:17657/T105/SY42 Custom-Smith Residence Qty: 2 FROM: DRW: F07 Wgt:119.0 lbs ... / ... 02/08/16 10'6" 11'6" 21'3"4 { 106" { 1' I 9'9"4 { s-2,6„-I 2,6„12 g (TYP) 11 I--2.6'.12-{---26"12----{-2'6"12--{ I-1'8"8-{ H-2'6"12--{ r W=3X4 pp T A m4X8 C w3X3f71 E F w3 121! I w X8 K to T is j /. /-\t- 1/ \ / L 1 101"2 3X8(5] W=I-10310 m3X3 m3X3 m3X8(151 I { � @S R Q P 0 N M m 3X8 m4X8 • 21'3"4 1 Loading Criteria(ps) 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 L/# Loc R /U /Rw /Rh /RL 1W TCDL: 17.10 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.327 E 760 360 S 1041 /- /- 1- 1- /4.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.599 E 415 331 M 1295 /- l- I- I- 13.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 M - - S Min Brg Width Req= 1.5 Des Ld: 62.10 EXP:NA HORZ(TL):0.079 M - - M Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings S&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.338 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.506 Maximum Top Chord Forces Per Ply(lbs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.661 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -3847 I:NA GCpi:NA Plate Type(s): B-C 0-2891 G-H 0 -2906 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 C-D 0-2891 H-I 0 -2906 Lumber Camber D-E 0-3848 I-J 0 -2906 E-F 0-3854 J-K 26 -1 Value Set:138(Effective 6/1/2013) Max JT VERT DEFL:LL:0.33"DL:0.27".See detail Top chord 4x2 SP M-31 DEFLCAMB1014 for camber recommendations. Maximum Bot Chord Forces Per Ply(lbs) Botchord M-31 Webss 4x2 SP End Vertical Attachment Chords Tens.Comp. Chords Tens. Comp. SP#3#3 Lumber value set"13B"uses design values Attach notched end verticals)to next end vertical S-R 1668 0 P-O 3854 0 approved 1/30/2013 by ALSC using(3)qty.10d box or(0.128"x3"min)gun nails,or R-Q 3615 0 O-N 3615 0 (5)qty. 15-Gauge,7/16"Crown,2-112"length wire Q-P 3615 0 N-M 1686 0 Special Loads staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each ---(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00) narrow face. Maximum Web Forces Per Ply(lbs) TC-From 91 plf at 0.13 to 91 plf at 14.13 Webs Tens.Comp. Webs Tens. Comp. TC-From 91 plf at 14.13 to 91 plf at 21.02 Additional Notes BC-From 8 plf at 0.00 to 8 pH at 7.27 T-S 0 -9 F-O 0 -155 BC-From 8 plf at 7.27 to 8 plf at 21.27 +2x6 continuous strongback.See detail A-S 0 96 O-G 302 0 BC- 258 lb Conc.Load at 21.15 STRBRIBR1014 for bracing and bridging recommendations. S-B 0 -1904 G-N 0 -806 Plating Notes Truss must be installed as shown with top chord up. B-R 1388 0 I-N 0 235 C-R 0 -219 N-J 1384 0 All plates are 2X4 except as noted. The overall height of this truss excluding overhang is R-D 0 -822 J-M 0 -1939 1-6-0. D-P 266 0 K-M 0 -138 Plate Shift Table P-E 0 -125 M-L 24 -229 JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite [5] 3X8 4.00 L 1.25 [7] 3X3 1.75 L 1.25 [12] 3X3 1.75 R 1.25 [15] 3X8 4.00 R 1.25 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 20.77 BC 120 0.13 20.85 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 PE No.60839 PE No.58544 PE No.71457 338 4th ST Ply:1 SEON:176491 T101/SY42 Custom-Smith Residence Qty: 14 FROM: DRW: F05 Wgt:113.4 lbs ... / ... 02/08/16 10'6" 11'6" 20'9°4 I- 10,6„ 111'6" I 9,3„4 di I-2'6”—� 2,8„12 g ' 1 1 I—2'6"12--I---2'6"12—I--76"12—I H 1'4"–I I--2'6"12--1 ri W=3X4 g p G T A =4X8 C =3X4 E F m3X3 121 H I mk(8 KL io 1 10'1"2 3X8[5] m3X3 m3X3 m3X8[15] S R Q P 0 N M =3X8 W=H0310 =3X18 1 20'9"4 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 I Rim /Rh /RL /W TCDL: 17.10 Speed: NA mph N:NA Ce:NA VERT(LL): 0.308 E 790 360 S 1020 /- l- /- I- 14.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.563 E 431 324 M 1020 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 M - - S Min Brg Width Req= 1.5 Des Ld: 62.10 EXP:NA HORZ(TL): 0.074 M - - M Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings S&M Fcperp=565psi. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.316 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.453 Maximum Top Chord Forces Per Ply(lbs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.642 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 F-G 0 -3685 I:NA GCpi:NA Plate Type(s): B-C 0-2815 G-H 0 -2813 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 C-D 0-2815 H-I 0 -2813 Lumber End Vertical Attachment D-E 0-3688 I-J 0 -2813 E-F 0-3693 J-K 1 0 Value Set:136(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Top chord 4x2 SP M-31 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP M-31 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1" Chords Tens.Comp. Chords Tens. Comp. Crown(minimum),1-1/2"length wire staples on each S-R 1631 0 P-O 3693 0 Lumber value set"13B"uses design values narrow face. R-RQ 3631 0 O-N 3494 0 approved 1/30/2013 by ALSC Additional Notes Q-P 3501 0 N-M 1625 0 Plating Notes +2x6 continuous strongback.See detail All plates are 2X4 except as noted. STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(lbs) recommendations. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table Truss must be installed as shown with top chord up. JT Plate Lateral Chord JT Plate Lateral Chord T-S 0 -9 F-O 16 -272 No Size Shift Bite No Size Shift Bite The overall height of this truss excluding overhang is A-S 0 -96 O-G 497 -56 [5] 3X8 4.00 L 1.25 [12] 3X3 1.75 R 1.25 1-6-0' S-B 0-1862 G-N 0 -773 [15] 3X8 4.00 R 1.25 B-R 1344 0 I-N 0 -237 C-R 0 -218 N-J 1347 0 Purlins R-D 0 -778 J-M 0 -1856 In lieu of structural panels or rigid ceiling use purlins D-P 468 -105 K-M 0 -97 to laterally brace chords as follows: P-E 2 -164 M-L 0 -9 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 20.52 BC 120 0.25 20.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Camber Max JT VERT DEFL:LL:0.31"DL:0.28".See detail DEFLCAMB1014 for camber recommendations. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray giEMIEEIMI PE No.60839 PE No 58544 PE No.71457 338 4th ST Ply:1 SEAN:17639/T95 I SY42 Custom-Smith Residence Qty: 5 FROM: DRW: F03 Wgt:58.8 lbs .. / ... 02108/16 5'6"86'6"8 9'5" 5'6"8 I 1' I 2,10"8 I_5' -2,6„ I 2'6"-..I I-2'7"8-I 1111X3 1114X5 =3X3 =E 3 =33[10] III13 AB C D [ [ 11,,,,,,,,,,,, ,,,,,,,,,,,,_A,_ (1)11'4"2coin1 �1 ci)101 2 1111X3 =4X5[6] 1111X3 1111X3 =3X3 L K J I H I- 9'5" i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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): 0.062 E 999 360 A 417 /82 /93 /- I- 13.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.110 E 999 240 H 408 /78 /93 /- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.010 K - - A Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.017 K - - H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.643 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.457 Maximum Top Chord Forces Per Ply(lbs) Spacing:19.2" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.342 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)110(0) Mfg Specified Camber: A-B 0 0 D-E 202 -641 I:NA GCpi:NA Plate Type(s): B-C 202 -641 E-F 199 -645 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 194 -623 F-G 0 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) Maximum panel length exceeds 30". Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 TPI allows non-bearing partition walls to be Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 supported at any point when panels are 30"or less. L-K 0 -1 J-I 645 -199 Webs 4x2 SP#3 Provide uplift connections at bearings as indicated. K-J 647 -200 I-H 642 -200 Lumber value set"13B"uses design values UPLIFT (LB): 82 78 BRG.LOC(FT): 0.00 9.17 approved 1/30/2013 by ALSO Truss designed for 130.00 mph wind,15.00 ft mean height Maximum Web Forces Per Ply(lbs) Plate Shift Table with dead load of 4.20 psf(Top)and 3.00 psf(Bottom). Webs Tens.Comp. Webs Tens. Comp. Enclosed building(SBC) L-B 25 0 E-J 36 89 JT Plate Lateral Chord JT Plate Lateral Chord provide for complete drainage of roof. No Size Shift Bite No Size Shift Bite p B-K 719 -226 I-F 113 -5 [6) 4X5 2.00 L 1.25 (10) 3X3 1.25 L 1.25 Truss must be installed as shown with top chord up. D-K 126 -291 F-H 223 -718 The overall height of this truss excluding overhang is K-E 82 -134 G-H 49 -95 Purlins 1-6-0. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -0.29 9.12 BC 109 0.00 9.12 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 9AfP7;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray 133371213301211 PE No.60839 PE No.58544 PE No.71457 • 338 4th ST Ply:1 SEAN:17643/T80 I SY42 Custom-Smith Residence Qty: 11 FROM: DRW: , F01 Wgt:82.6 lbs ... / ... 02/08/16 7'8"48'8"4 14'0"12 F7'8"4 I 1' I 5'4"8 r'f- Is 2,6„ I 2'6"12 I 2'3"--I F-2'6"12--I f (TYP) 1111p =4(5 III L(3 = (3 III XX3 =4X5 IIIaX3 N� T7_ �.H 3�8 (O / 1 LI . O 10'1"2 4X5[5] III 1X3 3X4= M L K J X 3X8 3X8 1 14712 i Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl LM# Loc R /U /Rw /Rh /RL I W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.147 D 999 360 M 761 /- /- /- /- /4.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.229 D 709 240 I 761 I- /- I- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.038 B - - I Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings M&I Fcperp=565psi. Soffit: 0.00 TCDL:NA pat Bldg Code: FBC 2014 RES Max TC CSI: 0.570 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.841 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.366 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 -1785 I:NA GCpi:NA Plate Type(s): B-C 0-1770 E-F 0 -1774 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1770 F-G 1 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 recommendations. M-L 1134 0 K-J 1785 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 1789 0 J-I 1138 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is approved 1/30/2013 by ALSC 1-6-0. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. N-M 0 -10 D-K 29 -135 A-M 0 -106 E-J 0 -246 Plate Shift Table M-B 0-1295 J-F 729 0 JT Plate Lateral Chord JT Plate Lateral Chord B-L 722 0 F-I 0 -1299 No Size Shift Bite No Size Shift Bite C-L 0 -282 G-I 0 -107 [5) 4X5 2.00 L 1.25 L-D 188 -274 I-H 0 -10 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 0.25 13.81 BC 120 0.25 13.81 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown.2-1/2"length wire staples,through wide face:or(3)qty.16-Gauge,1" Crown(minimum).1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc..Florida Corporation. Florida Engineer Business No.7547•4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904 821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray EUEEIMEINI PE No.60839 PE No.58544 PE No.71457 • 338 4th ST Ply:2 SEQN:17645/T91/FLOC) Custom-Smith Residence Qty: 1 FROM: DRW: B02 Wgt:0.0 lbs ... / ... 02/08/16 (90 B AD - 10'1"2 C 4'2" 4'2" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) 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 336 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):0.000 - - 240 D 225 /- /- /- /- /3.5 BCDL: 0.00 Category:NA Snow Duration:NA HORZ(LL):0.000 - - - C Min Brg Width Req= 1.5 Des Id: 55.00 EXP:NA HORZ(TL):0.000 - - - 0 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(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:15.02.00C.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 15 plf at 0.00 to 15 plf at 4.17 BC- 249 lb Conc.Load at 0.82,2.42 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. 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D � co UI z � mz CO Co co 03 O D00 1- 73 O r 73 W n m D O m D M 1- � m � m Do 0 X co co2 _< Ai 0 Job#338 4TH ST BEARING INFORMATION , QTY SPAN DESCRIPTION BRG# REACTION UPLIFT 2 21'03"04 F07 SY42 0.00/12 Pitch 1 -Ply 1 1040.52 0.00 2 1295.30 0.00 5 21'03"04 F08 SY42 0.00/12 Pitch 1 -Ply 1 1037.98 0.00 2 1457.18 0.00 1 13'07"04 FGE01 SY42GABL 0.00/12 Pitch 1 -Ply 1 1471.46 0.00 1 07'05"04 FGE02 SY42GABL 0.00/12 Pitch 1 -Ply 1 73.74 0.00 2 719.38 0.00 1 06'01708 FGE03 SY42GABL 0.00/12 Pitch 1 -Ply 1 511.33 0.00 1 09'0115 FGE04 SY42GABL 0.00/12 Pitch 1 -Ply 1 785.69 0.00 Total of Trusses 226 Maximun Height 09'09"03 • Page 5 of 5 f Job#338 4TH ST BEARING INFORMATION , QTY SPAN 1 DESCRIPTION BRG# REACTION UPLIFT 2 03'00"00 J10A JACK 6.00/12 Pitch 1 -Ply 1 98.48 39.00 2 45.00 0.00 383.48 26.00 1 05'00"00 J11 JACK 6.00/12 Pitch 1 -Ply 1 271.12 200.00 2 75.00 0.00 3 124.85 47.00 2 05'00"00 J11A JACK 6.00/12 Pitch 1 -Ply 1 164.14 121.00 2 75.00 0.00 3 139.14 76.00 1 02'06"08 J12 JACK 6.00/12 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