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377 8TH ST - TRUSSES BUILDER: BOSCO SUBDIVISION: ATLANTIC BEACH,FL LOT NUMBER: 377 8TH ST MODEL: 1st FLOOR I 146',2 I DESIGNED/CHECKED: JG °_8 (1111r — GE03 �fy////I//f/Il/I///i f ) DITION Tt3 / / H 2 NOW) CKNESS AS T13 / — RESOLVE / CONFIRM / cTWEEN TI3 2t12 VAUl T ; NSIONS TiueHouse T13 JX` jX .TION 113 H DIFFER 113 T s°`° —_ .. __ - _AR OF HOU*.E / / € ;11111.iu lq*/\ OSURE T13 W T20 / 1 /7//////1/?.// 4 A-"- 1-9r .7.=. ., -J08 i 8 / Wilts APEX YS S I _ J / —Joa / li - . —Joa 14; dLa _ � l:: ^ ❑ ❑ i E - k., This drawing is not sufficient /• —J08 �. i`, alone for installation. / f —,J08 itilda �� Additional instructions / I 11 p= accompanying this drawing, j J08 T---.2 ; 888 including BCSI-B1,should be i —J08 * r - it used in conjunction with the ' j/ .� k = *� �C architectural and structural r Joa a plans duringinstallation. If 1 —J08 p ❑ D BCSI-B1 has not been / -,- .— ,r shipped to the site with the -J08 components shown on this / page, please contact Apex / —Joy Technology for a free copy. j —J06 Permanent bracing for the / building, including bracing to ///7/////1////A/1///U/,//;V// / Jos - resist wind,seismic,or other l I l I 1 i 1 I 1 lateral forces,and permanent 0, 0, 0, . N- (0 . N- � «, ti,, bracing for all structural o o °2 elements, is the responsibility co of the Engineer of Record for the structure or the building designer,per ANSI/TPI 1- - 2002%lex 2. �t /Iei a 24 612 v� I , `��Q�vG I�SAA • do ao • * '• •,, ). 7547-4745 SUTTON PARK COURT,STE. 402 JACKSONVILLE , FL, 32224-904.821.5200 /04/2016 I 57'2"12 I 17'11-8 I 24'8'8 I! 1.CONFIRM ROOF PITCH T11 2.CONFIRM OVERHANG CON T11 i (16"PLUMB ASSUMED FOF 1 3.CONFIRM BLOCK WALLTHI DRAWN ON SHEET A-1 OR Tt1 1 CONFIRM DIMENSIONAL CONFLICTBI I 1/1',1/Al II t EXTERIOR/INTERIOR DIME T11 (FRONT OF FAMILY ROOM 1 ; TO BACK OF KITCHEN) N T1t I 4.CONFIRM STAIRWAY LOCP I AND DIMENSIONS T11 j 5. OVERALL EXTERIOR WID1 I BETWEEN FRONT AND RE T11 6.CONFIRM WIND LOAD,EXF 1 ,3 CO COCA N 4 AND FLOOR LOADING FGE03 T11 1--- I, I' r'� eat :W.F/1////�%///%//J FG01 ;.JI v. w' I o ,hii.- �'—J`x• i x = x '°= i S46 F05 V 2� x( x l x l 2 I N12 x 1Jl IC.. — O F06 I I I I I �– FiH S46 F05 �,3. a IO-111 I .i1, Is 6 Fns . / F10I 1 uuu 129" I 1 " �I ` S46 F05 J . = :: : �� ///////f// / // F05F01 F04 F01 O _ HHI MIT F04 F04 FOi F04 uuu . zo a1 F01 0 cv F04 . • • 1.11-111 .. F01 i 1-11411/ F04 F01 _ II 172" F01 .. I 5 F03 F01 Y, P/ F03•`1 F01 cv 41 F03� to FGEO y F02 i iq r. FGE01,) 04— I 1878 I 14'5"8 I 57'3"4 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC.,A FLORIDA CORPORATION FBPE CA I, BUILDER: BOSCO SUBDIVISION: ATLANTIC BEACH, FL LOT NUMBER: 377 8TH ST MODEL: 2nd FLOOR DESIGNED/CHECKED: JG IN Ci‘ H F o 0 0 x) (TH) JI - -J -J TrueHouse J / J J i 1f _ .- t if*/\ Jiii illgi '---;-s- ' • i APEX i gbig!! -J 1 alir,•?4 -J ,n J01 �� O a,IS : .L.43, This This drawing is not sufficient ii '•�1 alone for installation. R ii 9,, , Additional instructions J E ,2II 8 .INk accompanying this drawing, 1 a J z2 11 i includingBCSI-B1, should be r z g a , t in ..o �g 0 used in conjunction with the 4. . jIg.E; f =� architectural and structural '° • o 5 I m.. plans during installation. If �B N • 6`M 1 a BCSI-B1 has not been i ❑ ❑ �; ,, shipped to the site with the u' "``` ," 0 k jCO components shown on this ®J03 page, please contact Apex Technology for a free copy. J0 Permanent bracing for the building, including bracing to Joi — resist wind, seismic, or other lateral forces, and permanent ti bracing for all structural elements, is the responsibility is s•s of the Engineer of Record for I the structure or the building designer, per ANSI/TPI 1- 2002 Chapter 2. "itttlIIIti,, ,�' f,,F.c S a - 13.1- !• W• 1 I • r C •' � r r J.7547-4745 SUTTON PARK COURT,STE.402 JACKSONVILLE , FL, 32224-904.821.5200 iiit/1 S /�41016 I 32'8"8 3[3 .- N :7 O �... 3 (N N r- N C7 OJ O0 O0 0 FU- F 0 O O O O O F- H F- F- V-- - - 14 I I , — J01 1 I J02 I I J03 ; I J04 $ J04 I J04 1 Jaa j C I o J04 j E I1 4• $ J04 - '`l 'A ,� 7 IF J J 7 r- Iii 11 I T08 j ;, T08 I, — — GE01 s - I T09i - 1 J03 I -' 0 J02 i $ J01 ;11 1 0 e' 0 0 , I 183" I 32'8'8 1 1 APEX TECHNOLOGY IS A FICTITIOUS NAME OWNED BY JAX APEX TECHNOLOGY INC., A FLORIDA CORPORATION FBPE CA NC Bosco ier r 111) Site Information 377 8th Street, Duval Structural Engineer of Record Luis Pontigo 11.111 PE No.53311 TrueHo use WIND LOADING(Cd=1.6) ROOF LOADING (Cd=1.25) FLOOR LOADING (Cd = 1.00) MWFRS TCLL 20 psf TCLL 40 psf 140MPH(3 second gust)\ASCE 7-10 TCDL 7 psf TCDL 10 psf Enclosed Structure(0.18) BCLL 0 psf+ NCLL 10 psf BCLL 0 psf Exposure C BCDL 10 psf BCDL 5 psf Occupancy Category II(Res) FBC 2014 RES\TPI 2007 This Package inlcudes 49 truss designs with individual date of design NO JOB ID TRS ID DATE NO JOB ID TRS I DATE NO JOB ID TRS ID DATE 1 63070 F01 3/4/2016 29 63070 J06 3/4/2016 2 63070 F02 3/4/2016 30 63070 J07 3/4/2016 3 63070 F03 3/4/2016 31 63070 J08 3/4/2016 _ j 4 63070 F04 3/4/2016 32 63070 101 3/4/2016 4 a z 5 63070 F05 3/4/2016 33 63070 T02 3/4/2016 6 63070 F06 3/4/2016 134 63070 103 3/4/2016 5 Ifiqg .. 7 63070 F07 3/4/2016 35 63070 104 3/4/2016 8 63070 F08 3/4/2016 136 63070 105 3/4/2016 t1 9 63070 F09 3/4/2016 !37 63070 T06 3/4/2016 I J` ,,� 10 63070 F10 3/4/2016 38 63070 107 3/4/2016 2 ``\L 11 63070 F11 3/4/2016 39 63070 T08 3/4/2016 a 0 0 214111 t i i . , 12 63070 F12 3/4/2016 40 63070 T09 3/4/2016 4 13 63070 FG01 3/4/2016 41 63070 111 3/4/2016 2 6 \ `- 14 63070 FG02 3/4/2016 42 63070 113 3/4/2016 ��� 15 63070 FG03 3/4/2016 43 63070 114 3/4/2016 1 Lill V 44 63070 T15 3/4/2016 , . p# 1 ' 16 63070 FGE01 3/4/2016 17 63070 FGE02 3/4/2016 45 63070 T16 3/4/2016t 14 j y, 18 63070 FGE03 3/4/2016 46 63070 T17 3/4/2016 s Al 1 s �1 02 .. 19 63070 GE01 3/4/2016 47 63070 118 3/4/2016 I— N 20 63070 GE02 3/4/2016 48 63070 119 3/4/2016 (n,_ 0 01hi s M try 4 voe 21 63070 GE03 3/4/2016 49 63070 T20 3/4/2016 22 63070 HJO1 3/4/2016 . 23 63070 H102 3/4/2016 24 63070 J01 3/4/2016 • 41 25 63070 J02 3/4/2016 VO Y 26 63070 103 3/4/2016 27 63070 J04 3/4/2016 ��� ♦,111111111 % 28 63070 J05 3/4/2016 �I `• „%4 P• .. $•lei so N� • \ 0 58544 Apex Technology is a ficticious name owned by Jax Apex Technology,Inc..a Florida Corporation. Florida �* lq*/\ Engineer Business No.7547•4745 Sutton Park Court,Suite 402 Jacksonville.FL 32224(904)821-5200• ♦k * • - • •Cr The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the i '0 •• Aft F • Ll./ Truss Design Drawings listed above and attached. The suitability and use of each drawing for any 1.Is ; •7 Wei �� Aparticualrbuilding is the respons bility of the Building Designer,per ANSI/TPI 1-2002 Section 2 ��Q�•• .� Q P.�\�� . � With my seal affixed to this sheet.I hereby certify that this serves as an index sheet in conformance with 3... 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HIP GIRDER _- REFER TO PLACEMENT PLAN oD› FOR NO OF PLIES \ mm xX O_, m m.o01 A 1-<',c2 °O JACK mz xp mD I m IO OA S;), Dy JACK >273 O V 0 N_ N1 m ti O m Z T JACK L<O L L L L o b CC) C 0 0 Z1,1 o \ ,iz Ip AZ c0 NO c m 71 om `- 0�, 73 cn cn 07, =W Ea I-- mO =" D D N O � 0 � 0O -A m � TT � -(z 0 0 co O C) --I cn 0 mz m 0x � ZOnx c00 -I< �7 pca 0rX0c^_' wmp (Ji orn m • o P. m0 zO D Oo � m pm <p C � z � nmc ‘§ D 0 . —IZ C > HZ -1 D Z D OmTzg 7cn DOmzr '',§' i 0 (@H * C CD D zooC@ -nD �0H - • CD Dzgrz '- —ID —I 0 � O � p � rnu) Om m m Qo (./3 R° zpzR° 00 = ao GA ti) 0 D C J O rz17lO CO0 —I (Dm ,_ _1 DCH m > Z H0 0 p 0CO 0D m m i micp F Z.--3 z 2 D 0 p = All 51 -D 0 D m _0 mm T~x Omn � Z ,yO 2° n< 2y -.n DT 26 m-I O=1 E N T N of T x• > D P Z m 0 O Z 0m ,` Z N (n CD 0 ,0 m cn CD 0 m- O -< -o co o> C ;�) CD vX D N r o 0m m -. O m n p z -� ( - O co O 0 0 C x D -Z_1 D� C Nj� W K Z m2 N D -mi 0 mD -I * N C T M IS D m N 073 0 OR. Z CO x za I. Z -o O0 O . o coCD Nlr. N y -1 O O mm T 2 D mr11 ° <,z0 • 10 0 27.4. �. t-1,' , A 0 N Z y 1,1 _,C73 2 0 ''' 0 K Z 2 C' c c ...4r mm c ' Com m^, m y ZN v n0, - 1) 0 m2 n CD mm OZ AI 13 � �Oti 8 r, aw a D 0 0 0 - 1 i p mo. w\aa .0 />) it co .0) .0GA o0 V -I m r-i-I > § 0 n K O _ ma vo < z - z O D 0 -1 0 ado D -In mm mm zX H o'" Xm itZ C D z8 m REFER TO GABLE END ON (� ; o Z )0( BRACING DETAIL nr y I- ix X °F� tv mm N y N r • -1 rnG 13O z • Z W�� r 0m D 1 � CD Z _ v ,, ^ N CN C my O O-0 i/\ o OCy e0 �>< m0--I * m �0 - 0W mmm N H � (nnz 0 <m - m m -- z m K C =m m -� z � K o0 > i -I -1 0 .. x °n ' 7] �7 z zo = x C C 04 Z N (n (n Ob • /J Z t,• I / N z ►. a sG H Ne o - O m-�'i Ch[11 zo Z m H H m _ _ W> O � o 9 C m c n> 0 - nm �O = D (n0 �7mHr00 v o (n r r m Dr -< x (n X� nwm z rmnm C) D m -i = 0 =m 0 O r z = 0 ;O Z m Zr 00 C0D XN KBD (ncp (ncn = O r m , D 0 g2r. DD �7mZZ 4, z NNN N -i � � z � m - 0 H N . , � o c� cnoc � 73 C) - _ c • 10 cn co o71WD � D O D m OcC0z H � � 7- cm - r7.2__- CDii M co Cm � H � � m'mom , c � .. _ <(/i ozmo U) OZ c nin )::H. :•44411 7J < D � 7 D D _ mr O ,____,./7 o � 0• c H O D 0 X r 63070 Ply:1 SEAN:17441/T4/SY42 Christamtsis-Hammill Addition Qty: 10 FROM: DRW: F01 Wgt:105.0 lbs ... / ... 03/04/16 10'6" 18'6" I 10'6" I 8' Il—2'6" —2'6"12---I--2'6"12—I—2'8"4—I—2'7"8----I 2'6"12--{ (TYP) W=3X4 III 1X3q =3g X4 III TCC X3 =3p X3 E =3F X4 III TGG =3H X3 X4lIII1X3 Il Q1t I J v =4X5 W=3X4 K 4X5 P 0 N M L I K =4X5 3X4 =4X5 i 186 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 L/defi U# Loc R /U .—+Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.151 M 999 360 P 585 (,/C 11886 /229 I- I- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.288 M 749 288 K 585 186 / 9 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 K - - Wind rea ed on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.046 K - - P Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 K Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.180 Bearings P&K are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.719 Bearings P&K require a seat plate. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.279 C&C Dist a:3.00 ft FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 A-B 1 0 E-F 975 -1870 Lumber Additional Notes B-C 797 -1557 F-G 801 -1552 C-D 797 -1557 G-H 801 -1552 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail D-E 975-1870 H-I 1 0 Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Bot chord 4x2 SP#2 recommendations. Webs 4x2 SP#3 Provide for complete drainage of roof. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values Truss must be installed as shown with top chord up. approved 1/30/2013 by ALSCThe overall height of this truss excluding overhang is P-O 911 -497 M-L 1868 -976 1-6-0. 0-N 1847 -983 L-K 908 -493 Purlins N-M 1847 -983 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 24 0.25 18.25 BC 120 0.25 18.25 Q-P 2 -7 M-F 104 -62 Apply purlins to any chords above or below fillers A-P 37 -57 F-L 198 -356 at 24"OC unless shown otherwise above. P-B 567 -1040 G-L 99 -137 B-0 733 -341 L-H 732 -343 Wind C-O 98 -133 H-K 569 -1036 Wind loads based on MWFRS with additional C&C 0-D 211 -330 I-K 37 -57 member design. D-M 198 -150 K-J 2 -7 Camber Max JT VERT DEFL:LL:0.15"DL:0.14".See detail DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. 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 MIECEEMnaii PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17447/T8/SY42 Christamtsis-Hammill Addition Qty: 3 FROM: DRW: F03 Wgt:85.4 lbs ... / ... 03/04/16 8' 9'5"8 14'10" 8' I 1'5"8 5'4"8 13 i 2'6" I 2'6"12--I 2'6"12--{ I--2'6"12—I h (TYP) 1111k3 =4(5 III 8(3 ... .ii<3 IIIe3 = X5 III X3 T3�sN.r ..1111. L -14+000,00000000000„,,, .. —H io 4%111144,444 i10 v =4X5[5] III X3 •=3X4 M 3X8 L K J I i 14'10" i Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.194 D 887 360 M 803 I- I- I- I- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.322 D 533 240 I 803 /- /- I- I- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.030 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.054 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 are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.799 Bearing M requires a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.665 Spacing:24.0' MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.406 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 D-E 0 -1974 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 B-C 0-1937 E-F 0 -1961 Lumber Additional Notes C-D 0-1937 F-G 1 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Ply(lbs) Top chord 4x2 SP#2 STRBRIBR1014 for bracing and bridging Chordsaxim Bo.Tens.Comp. ChordsesPerTens. Comp.chord 4x2 SP M-30 recommendations. p Webs 4x2 SP#3 Truss must be installed as shown with top chord up. M-L 1210 0 K-J 1974 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is L-K 1978 0 J-I 1218 0 approved 1/30/2013 by ALSC 1-6-0. Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite N-M 0 -10 D-K 31 -154 (5] 4X5 2.25 L 1.25 A-M 0 -107 E-J 0 -287 M-B 0-1382 J-F 854 0 Purlins B-L 825 0 F-I 0 -1391 In lieu of structural panels or rigid ceiling use purlins C-L 0 -308 G-I 0 -109 to laterally brace chords as follows: L-D 180 -334 I-H 0 -10 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 14.46 BC 120 0.13 14.46 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-112"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. 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 A P E X Michael G Kozlowski Jeffrey P Ameson Derek B Murray inEEMECOM PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17483/T14/SY42 Christamtsis-Hammill Addition Qty: 5 FROM: DRW: F05 Wgt:85.4 lbs ... / ... 03/04/16 E' 8' 18'8' 14'0'14 14'0'14 8' 8"6 5'4"8 ri--2'6" ( 2'6"12-I 2'6'12-I I--2'6"12--I P{ (TYP) III 3X4 =tC5 III LX3 =3X3 III E3 =4x5 111V j_ Ar k - ►111,,1 0 10' =3X8 =4X5[5) 1111X3 3X8= L K J 3 H X4 I 14'0'1 4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.141 D 999 360 L 774 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.220 0 739 240 H 774 /- /- /- /- 1- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.022 B - - L Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL): 0.035 B - - H Min Brg Width Req= - NCBCLL: 10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.548 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.763 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.366 A-B 3 0 D-E 0 -1783 C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: B-C 0-1775 E-F 0 -1773 I:NA GCpi:NA Plate Type(s): C-D 0 -1775 F-G 2 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 L-K 1132 0 J-I 1783 0 Bot chord 4x2 SP#2 K-J 1787 0 I-H 1137 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Camp. Plate Shift Table A-L 0 -130 E-I 0 -230 JT Plate Lateral Chord JT Plate Lateral Chord L-B 0-1295 I-F 725 0 No Size Shift Bite No Size Shift Bite B-K 730 0 F-H 0 -1301 [5] 4X5 2.00 L 1.25 C-K 0 -289 H-G 0 -15 K-D 197 -256 G-H 0 -114 Purlins D-J 24 -146 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 13.95 BC 120 0.13 13.70 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others (J)Hanger Support Required,by others Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-6-0. 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 ii,... Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:174791 T49/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: F07 Wgt:33.6 lbs ... / ... 03/04/16 2'10"8 4 5'10"12 2'10"8 11"i 2 2'10"8 3 3 -I 2'6" -i F Fi (TYP) 3X4 1112X4 =3X4 1111X3 A B C D T L _ i-- E 22 I t 9 O 1' 4X5[2] III 1 X3 I H G F 1111X3 4X5[8] - 5'10"12 1 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.050 C 999 360 I 511 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.073 C 887 240 F 555 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - Des Ld: 75.00 EXP:NA - -- HORZ(TL):0.009 F - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.453 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0' MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.267 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 2 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -910 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber End Vertical Attachment Maximum Bot Chord Forces Per Ply(lbs) Value Set:138(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP M-30 using(3)qty.10d box or(0.128"x3"min)gun nails,or I-H 903 0 G-F 916 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire H-G 910 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(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Additional Notes Special Loads A-I 0 -159 C-F 0 -982 Truss must be installed as shown with top chord up. I-B 0 -967 D-F 0 -167 ---(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excludingoverhangis TC-From 4 plf at 0.00 to 4 plf at 3.31 9 B-H 110 0 F-E 0 -13 TC-From 140 plf at 3.31 to 140 plf at 5.77 1-1-0. G-C 49 -91 BC-From 10 plf at 0.00 to 10 plf at 5.90 TC- 325 lb Conc.Load at 1.31,3.31 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 12) 4X5 2.75 L 1.25 18) 4X5 2.75 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 5.52 BC 65 0.13 5.52 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03. should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 'Ply:1 SEAN:17551/T45/SY42 Christamisis-Hammill Addition Qty: 2 FROM: DRW: F09 Wgt:42.0 lbs ... / ... 03/04/16 �3„I 2'6"1 2 I 2'4"8 � 8"8-1 =3X3 ----A 4X5 III BX3 c —5XD E Tn 3 co ivy I v - _ 0 1 icii) 10' 1112X4 =4X5 =3X4 H G F I 5'10"12 i Loading Criteria(psf 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.030 B 999 360 H 329 I- l- l- I- I- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 B 999 240 D 316 I- 1- I- I- 13.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.004 8 - - H Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.006 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.656 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.116 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.215 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -406 C-D 0 -406 I:NA GCpi:NA Plate Type(s): B-C 0 -386 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 H-G 0 -3 G-F 0 -1 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B”uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-H 0 -316 G-D 442 0 Purlins A-G 452 0 D-F 33 0 In lieu of structural panels or rigid ceiling use purlins B-G 0 -339 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 5.90 BC 64 0.25 5.56 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/lies (J)Hanger Support Required,by others Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402.Jacksonville,FL 32224-904.821.5200 APE, Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17510/T6/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: F11 Wgt:63.0 lbs ... / ... 03/04/16 r ' 2'6" 1 2'6"12 I 2'4"4 --I r ,1 (TYP) III 22X4 =36X8 I 112CX4 =3pX8 III 1X3 T JJ � F 3T _ .8 51* N- i ve 0 10' 3X8 =3X8 \ i I H =3X86 I 10'5" i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 60.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# oc R 71:J\ /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.143 C 835 36 I 929 /_ l- I- I_ /_ BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.196 C 606 240'G 947 / I- I- I- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.020 G - - I VdiR-6rg Width Req= - Des Ld: 75.00 EXP:NA HORZ(TL):0.028 G - - G Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code!Misc Criteria Creep Factor.1.5 Bearing G is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.840 Bearing G requires a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.623 Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.491 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 4 0 C-D 0 -2228 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 B-C 0-2228 D-E 1 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. I-H 1497 0 H-G 1595 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is Lumber value set"13B"uses design values 1-4-0. Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Special Loads A-I 0 -182 H-D 711 0 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac=1.00) I-B 0-1667 D-G 0 -1772 TC-From 140 plf at 0.00 to 140 plf at 10.29 B-H 808 0 E-G 0 -142 BC-From 10 plf at 0.00 to 10 plf at 10.42 C-H 0 -614 G-F 0 -13 TC- 331 lb Conc.Load at 5.75 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 10.04 BC 119 0.13 10.04 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 End Vertical Attachment Attach notched end verticals)to next end vertical using(3)qty.10d box or(0.128"x3-min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include 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 Ameson Derek B Murray LOISCEEEMZi PE No.60839 PE No.58544 PE No.71457 Ply:2 EQN:17537/T46/FLAT Christamtsi -Hammill Addition Qty: 1 FROM: DRW: FG01 Wgt:304.3lb ... / ... 03/04/16 i_ 2'0"11 1 3'9"14 1 57"2 1 7'4"5 1 8'11"12_1 10'7"3 I 12'4"6 1 14'1"10.1 15'10"131 17'11"8 2'0"1 1 1'9"3 1'9"3 1'9"3 1'7"7 1'7"7 1'9 3 1'9"3 1'9"3 2'0"1 1 1114X10 III4X8 =4X5 1112X4 =4X5 =4X5 1114X8 1116X12 A B C D E F G H I J K 'ilit W1 W1 W2 i+> aLiA,.._1-\\I-\... _________ r-R - ,BL1 4 1o, VM U T S R Q P 0 N M `(' 1114X8 118X8 1115X7 =5X7 =4X5 1116X6 1116X10 18X12 r 18"11I- 1'9"11 1 1'9"3 1 1'9"3 1 1'10"15 1 1'10"15 1 1'9"3 I 1'9"3 1 1'9"1 1 1'8-1 1'8"11 3'6"6 5'3"10 7'0"13 8'11"12 10'10"11 12'7"14 14'5"2 162"13 17'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Deft/CSI Criteria / iL�MaximuR /mU ctio/Rw ns(lbs/R)h /RL /W TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L#f TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.166 F 999 3 0 V 6043 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.362 F 595 2 L 8242 I- I- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.043 A - - g Width Req= 3.1 Des Ld: 55.00 EXP:NA HORZ(TL):0.093 A - - L Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings V&L are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.770 Bearing L requires a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.634 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.967 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): _- A-B 0-1921 F-G 0 -6690 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 B-C 0-3677 G-H 0 -6520 Lumber Special Loads C-D 0-5170 H-I 0 -5872 D-E 0-6272 I-J 0 -4545 Value Set:13B(Effective 6/1/2013) --(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) E-F 0-6690 J-K 0 -2601 Top chord 2x4 SP M-31 TC-From 175 pH at 0.00 to 175 plf at 0.29 Bot chord 2x6 SP SS Dense TC-From 310 plf at 0.29 to 310 plf at 4.31 Webs 2x4 SP#3 TC-From 260 pH at 4.31 to 260 plf at 5.00 Maximum Bot Chord Forces Per Ply(lbs) :W2,W4,W6,W16,W18 2x4 SP#2: TC-From 185 plf at 5.00 to 185 plf at 17.67 Chords Tens.Comp. Chords Tens. Comp. :W20 2x4 SP M-30: TC-From 50 pH at 17.67 to 50 plf at 17.96 BC-From 10 plf at 0.00 to 10 Of at 4.31 V-U 7 0 Q-P 6598 0 Lumber value set"13B"uses design values BC-From 5 plf at 4.31 to 5 pH at 17.96 U-T 2242 0 P-0 6031 0 approved 1/30/2013 by ALSC TC-1925 lb Conc.Load at 7.00 T-S 3942 0 0-N 4817 0 TC- 904 lb Conc.Load at 9.00,11.00,13.00,15.00 S-R 5389 0 N-M 3001 0 Nailnote 16.00 R-Q 6432 0 M-L 8 0 Nail Schedule:0.131"x3",min.nails BC- 511 lb Conc.Load at 4.31 Top Chord:1 Row @ 2.50"o.c. BC- 325 lb Conc.Load at 6.31,8.31 Bot Chord:1 Row @ 5.75"o.c. BC- 329 lb Conc.Load at 10.31,12.31 Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. BC- 929 lb Conc.Load at 13.23 Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails BC- 573 lb Conc.Load at 15.23,17.23 in each row to avoid splitting. A-V 0-2968 Q-G 175 0 4"o.c.spacing of nails perpendicular and parallel to Purlins A-U 3427 0 G-P 0 -708 grain required in area over bearings greater than 4" In lieu of structural panels or rigid ceiling use purlins U-13 0-2908 P-H 998 0 to laterally brace chords as follows: B T 2929 0 H-O 0 -1438 Plating Notes Chord Spacing(in oc) Start(ft) End(ft) T-C 0 -2403 0-I 2154 0 All plates are 6X8(R)except as noted. TC 24 0.00 17.96 C-S 2507 0 I-N 0 -2461 Ciedfori,inimum minimumof 4.00 sq.in/piece. BC 120 0.00 17.96 S-D 0 -1977 N-J 3152 0 Apply purlins to any chords above or below fillers 0-R 1804 0 J-M 0 -3627 Blocks) at 24"OC unless shown otherwise above. R-E 0-1445 M-K 4642 0 s:0.13 "x3,min.nails The TC of this truss shall be braced with attached E-0 491 0 K-L 0 -3919 ans at 24"OC in lieu of structural sheathing. F-Q 0 -458 c # locks length/blk #nails/blk wall plate 25' 1 12" 4 Rigid Surface ditional Notes tobe same size and species as chord. rawinCNNAILSP1014 for more information. russ must be installed as shown with top chord up. - --. The overall height of this truss excluding overhang is 3-0-0. 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 ... I Ply:3 S N:17497/T47/FLAT Christamtsi.-Hammill Addition Qty: 1 F OM: DRW: FG03 Wgt:600.6lb ! ... 03/04/16 , 2'9"9 I 5'3"10 7'9"12 10'3"13 I 12'8'2 15'0"7 I 17'6'8 20'0"10 22'6"11 25'4"4 " I " I " I " I " I " , '299 261 261 261 2'4"5 2'4"5 261 261 261 299 1116X8 115X7 =5X5 =4X5 =5X7("') =4X5 =5X5 115X7 1116X8 A B C D E F G H I J K I PI n(/ w1 w2 iIh -�\N2L\NaLN:\ il3 1 Ii4X8 U T - 5X 6X6 = 5 =5X7 =H1010(1) m&6 N M 114 1 2'5"9 I 2'6"1 I 2'6"9 I 2'6"1 I 2'7'13 I 2'7"132'6"9 26'1 ' 26"9 26"1 I 2'5"9 1 2'5"9 4'11"10 7'6"4 10'0"5 12'8"2 15'315 1T10' 20'4"10 22'10"11 25'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria • eactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Loc R /U `1 /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.313 F 97260 V 9062 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.669 F 454'405 w 9241 /- /- /- /- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.079 A - rg Width Req= 3.1 Des Ld: 55.00 EXP:NA HORZ(TL):0.168 A - - W Min Brg Width Req= 3.1 NCBCLL:10.00 Mean Height:NA ft Code 1 Misc Criteria Creep Factor:1.5 Bearings V&W are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.911 Bearings V&W require a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.653 Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.961 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-2696 F-G 0 -7527 Wind Duration:NA WAVE,HS VIEW Ver:15.02.00C.1217.15 B-C 0-4791 G-H 0 -7207 Lumber Plating Notes C-D 0-6295 H-1 0 -6281 D-E 0-7221 I-J 0 -4780 Value Set:13B(Effective 6/1/2013) All plates are 8X8 except as noted. E-F 0 -7527 J-K 0 -2698 Top chord 2x4 SP M-30 (I)-plates so marked were sized using 0% Bot chord 2x6 SP SS Dense Fabrication Tolerance, 0 degrees Rotational Maximum Bot Forces Ply(lbs) Webs 2x4 SP#3:W2,W20 2x4 SP M-30: Tolerance,and/or zero Positioning Tolerance. Maximhords Bo.0 Chord ChordsesPerTens. Comp. :W4,W18 2x4 SP#2: Plates sized for a minimum of 4.00 sq.in./piece. Lumber value set"13B"uses design values V-U 8 0 Q-P 7271 0 approved 1/30/2013 by ALSC Purlins U-T 2973 0 P-O 6417 0 In lieu of structural panels or rigid ceiling use purlins T-S 4993 0 O-N 4982 0 Nailnote to laterally brace chords as follows: S-R 6431 0 N-M 2973 0 Nail Schedule:0.131"x3",min.nails Chord Spacing(in oc) Start(ft) End(ft) R-Q 7284 0 M-L 8 0 Top Chord:1 Row @ 5.50"o.c. TC 24 0.00 25.35 Bot Chord:1 Row @ 3.50"o.c. BC 120 0.00 25.35 Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Apply purlins to any chords above or below fillers Repeat nailing as each layer is applied.Use equal at 24'0C unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row The TC of this truss shall be braced with attached A-V 0-2957 F-Q 0 -248 to avoid splitting. spans at 24"OC in lieu of structural sheathing. A-U 3893 0 G-P 0 -578 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Additional Notes U-B 0-2509 P-H 1225 0 B-T 2820 0 H-O 0 -1231 Special Loads ("")20 gage metal shim required between chord T-C 0-1828 O-I 2015 0 —Lumber Dur.Fac.=1.001 Plate Dur.Fac.=1.00 ends to distribute axial forces at joint.See DRWG C-S 2019 0 I-N 0 -1826 ( ) RIGINSRT1014 for more information. S-D 0-1231 N-J 2802 0 TC-From 345 plf at 0.00 to 345 plf at 25.35 BC-From 5 plf at 0.00 to 5 plf at 25.35 Truss must be installed as shown with top chord up. D-R 1226 0 J-M 0 -2495 BC- 796 lb Conc.Load at 2.00,4.00,6.00,8.00 The overall height of this truss excluding overhang is R-E 0 -564 M-K 3895 0 10.00,12.00,14.00 3-0-0. E-Q 364 0 K-L 0 -2959 BC- 774 lb Conc.Load at 16.00,18.00,20.00,22.00 Q-G 382 0 24.00 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 AP:( Michael G Kozlowski Jeffrey P Arneson Derek B Murray GEEIMCIEM PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17438/T3/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: FGE02 Wgt:100.8 lbs Page 1 of 2 ... / ... 03/04/16 F 1 2" -1 1'4"HI (TYP) AHA B C D E F G HW I3XJ K L M N 0 P T 98 1 II II 1 i - - ,..Q (O l P r- r_ r ,110' AG AF A AD AC AB AA Z Y X W V U T S R 1112X4 W=3X4 1112X4 18'7" 18'7" -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P(in PSF) De8JCSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W _ TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 AG"63 /20 /24 /- /- /219 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.000 P 999 272 R 35 /5 /14 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):-0.000 B - - AG Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor 1.5 R Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.038 Bearings AG&R are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.019 Bearing AG requires a seat plate. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.016 C&C Dist a:3.00 ft FT/RT:30(0)/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 A-B 0 0 I-J 0 0 Lumber End Vertical Attachment B-C 0 0 J-K 0 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical D-E 0 0 K-L 0 0 using(3)qty.10d box or(0.128"x3"min)gun nails,or D-E 0 0 L-M 0 0 Top chord 4x2 SP#2 E-F 0 0 M-N 0 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire F-G 0 0 N-O 0 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 G-H 0 0 O-P 0 0 Lumber value set"13B"uses design values narrow face. H-I 0 0 approved 1/30/2013 by ALSC Additional Notes 8R Maximum Bot Chord Forces Per Ply(lbs) Bracing See detail STRBRI 1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Sheathing is required for any longitudinal(drag) recommendations. forces.All connections to be designed by the building AG-AF 0 0 Y-X 0 0 designer. Provide for complete drainage of roof. AF-AE 0 0 X-W 0 0 Fasten rated sheathing to one face of this frame. Truss must be installed as shown with top chord up. AE-AD 0 0 W-V 0 0 The overall height of this truss excluding overhang is AD-AC 0 0 V-U 0 0 Plating Notes 1-6-0. AC-AB 0 0 U-T 0 0 All plates are 1X3 except as noted. AB-AA 0 0 T-S 0 0 Plates sized for a minimum of 4.00 sq.injpiece. kA-Z 0 0 S-R 0 0 Z-Y 0 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 18.21 AH-AG 1 -8 P-R 14 25 BC 120 0.13 18.21 A-AG 14 -25 R-Q 1 -8 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Maximum Gable Forces Per Ply(lbs) Wind Gables Tens.Comp. Gables Tens. Comp. Wind loads based on MWFRS with additional C&C B-AF 52 -71 J-X 53 -75 member design. C-AE 53 -73 K-W 53 -72 D-AD 53 -72 L-V 53 -72 E-AC 53 -72 M-U 53 -72 F-AB 53 -72 N-T 53 -73 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 f.P:;\( Michael G Kozlowski Jeffrey P Arneson Derek B Murray -= PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEON:17453/T9/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: FGE03 Wgt:84.0 lbs ... / ... 03/04/16 2f 1] 1'4"~I (TYP) ABAB C D E F G H I J K L M T ae J' " - 1 il N I 1 r---ia 4 010' Y X W V U T S R Q p 1 4 VI 2X4 14'0"14 -{ 14'0"14 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf 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 Lidefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt:NA Ce:NA VERT(LL): 0.000 K 999 360 0" 108 /- /- /- /- /168 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 K 999 240 AA Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 M - - Bearing AA is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL):0.000 M - - Bearing AA requires a seat plate. NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.087 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.019 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.033 A-B 1 0 G-H 1 0 C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: B-C 1 0 H-I 1 0 I:NA GCpi:NA Plate Type(s): _- C-D 1 0 I-J 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 D-E 1 0 J-K 1 0 Lumber End Vertical Attachment E-F 1 0 K-L 1 0 Value Set:13B(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-G 1 0 L-M 1 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP#2 (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 Lumber value set"13B"uses design values narrow face. AA-Z 0 -1 U-T 0 -1 approved 1/30/2013 by ALSC Z-Y 0 -1 T-S 0 -1 Additional NotesY-X 0 -1 S-R 0 -1 Bracing See detail STRBRIBR4 for bracing and bridging X-W 0 1 R-Q 0 1 101 Sheathing is required for any longitudinal(drag) recommendations. W-V 0 -1 Q-P 0 -1 forces.All connections to be designed by the building V-U 0 -1 P-O 0 -1 Truss must be installed as shown with top chord up. designer. Fasten rated sheathing to one face of this frame. The overall height of this truss excluding overhang is Maximum Web Forces Per Ply(lbs) 1-6-0. Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. AB-AA 0 -7 M-O 22 0 A-AA 22 0 O-N 0 -7 Plates sized for a minimum of 4.00 sq.in./piece. Purlins Maximum Gable Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Gables Tens.Comp. Gables Tens. Comp. to laterally brace chords as follows: B-Z 0 -103 H-T 0 -133 Chord Spacing(in oc) Start(ft) End(ft) C-Y 0 -145 I-S 0 -134 TC 24 0.13 13.70 D-X 0 -131 J-R 0 -131 BC 120 0.13 13.70 Apply purlins to any chords above or below fillers E-W 0 -134 K-Q 0 -145 at 24"OC unless shown otherwise above. F-V 0 -133 L-P 0 -103 G-U 0 -133 NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Ameson Derek B Murray EEECCEECOO PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17549/120/GABL Christamtsis-Hammill Addition Qty: 1 FROM: DRW: GE01 Wgt:196.0 lbs Page 2 of 2 ... / ... 03/04/16 E-AD 74 -75 M-AG 77 -52 F-AC 73 -75 N-AH 38 -21 G-AB 72 -73 O-Al 39 -37 H-AA 72 -75 P-AJ 27 -45 I-Z 75 73 Q-U 322 106 J-Y 111 -72 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 CEMBECIMI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17418/T31/GABL Christamtsis-Hammill Addition Qty: 1 FROM: DRW: GE03 Wgt:65.8 lbs ... / ... 03/04/16 7'3"6 14'6"12 I T3"6 { 7'3"6 I----4'7"6 -I 1'4"—{ (TYP) T12 E=4X4 T 4 D `,I F I C r • G • N 7V N M =2X4(A1T)B illHm2X4(A1T) ..._ 1 .53_ A1_,_,......! : : : : I I ,,,10.N M L K J 1 14'6"12 14'6"12 {—1'4" 1'4"--{ Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 N 999 240 B' 63 /20 /28 /- /5 /166 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 N 999 180 H 244 /78 /148 I- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 N - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:C HORZ(TL):0.006 N - - B Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 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: 0.184 Bearings B&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI SW: 2007 Max BC CSI: 0.138 Bearings B&H require a seat plate. Spacing:24.0" MW FRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.047 C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 A-B 25 0 E-F 138 -78 Lumber B-C 65 -100 F-G 125 -96 C-D 121 -96 G-H 69 -100 Value Set:13B(Effective 6/1/2013) D-E 134 -78 H-I 25 0 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-N 69 -23 L-K 63 -21 N-M 63 -21 K-J 63 -21 Plating Notes M-L 63 -21 J-H 69 -20 All plates are 2X4 except as noted. Plates sized for a minimum of 4.00 sq.in./piece. Maximum Gable Forces Per Ply(lbs) Gables Tens.Comp. Gables Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins C-N 211 -218 K-F 82 -29 to laterally brace chords as follows: D-M 82 -218 29 J-G 211 Chord Spacing(in oc) Start(ft) End(ft) E-L 4 -49 TC 24 -1.33 15.90 BC 120 0.15 14.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS S14015ENC100815&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 2-9-5. Top Chord overhang(s)may be field trimmed. 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 MEEICINEME PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17495/T44/HIP_ Christamtsis-Hammill Addition Qty: 1 FROM: DRW: HJO2 Wgt:40.6 lbs ... / ... 03/04/16 5'5"1 I 9'10"1 5'5"1 4'5" D 12T 12'4"5 2.83 o 2X4 C r, N (V O 2X4(A1T)B A xgNor, I10' F-1'10"10 9'8"1 2" 9'8"1 91140"1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind SW: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.043 F 999 240 B 343 /149 /- /- /- /11.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.089 F 999 180 E 328 /69 I- I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - - D 56 /29 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.024 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: 0.532 E Min Brg Width Req= - BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.572 D Min Brg Width Req= - Load Duration:1.25 Bearing B is a rigid surface. Spacing:24.0" MWFRS Parallel Dist:0 to h12 Rep Factors Used:Yes Max Web CSI:0.384 Bearing B requires a seat plate. C&C Dist a:3.00 ft FT/RT:30(0)110(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 Wind A-B 13 -6 C-D 19 -43 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 288 -738 Top chord 2x4 SP#2 Additional Notes Bot chord 2x4 SP M-30 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 2-7-13. approved 1/30/2013 by ALSC Top Chord overhang(s)may be field trimmed. B-F 724 -268 F-E 0 0 Special Loads Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. TC-From 0 plf at -1.89 to 54 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 9.84 C-F 280 -755 BC-From 0 plf at -1.89 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 33 Ib Conc.Load at 1.52 TC- 135 lb Conc.Load at 4.35 TC- 234 lb Conc.Load at 7.18 BC- 21 lb Conc.Load at 1.52 BC- 73 lb Conc.Load at 4.35 BC- 132 Ib 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 -1.89 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 GriiMBJETI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17398/T16/JACK Christamtsis-Hammill Addition Qty: 8 FROM: DRW: J02 Wgt:11.2 lbs ... / ... 03/04/16 4 12 C D 1 -1- T_S___ 21'7"13 co 3X4B (A1 T) = _ 0, A I FI i 20'7"2 ►=. �. D 1'4" k 3' 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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 203 /84 /110 /- /59 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /- /14 /- 1- 11.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 67 /41 /20 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.002 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.22 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: 0.256 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.060 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. 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:15.02.000.1217.15 Lumber A-B 25 0 B-C 21 -46 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.inipiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 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 MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-3. Top Chord overhang(s)may be field trimmed. 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 EUECEMZEI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17388/T18/EJAC Christamtsis-Hammill Addition Qty: 22 FROM: DRW: J04 Wgt:22.4 lbs ... / ... 03/04/16 C 22'11"13 4 12 co 00 M 2X4(A1 T)B k A i 11 20'7"2 D 7' H 1'4n 1i 7' 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 319 /130 /157 /- /120 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /37 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 D - - C 166 /116 /56 /- 1- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.032 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.89 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: 0.636 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.391 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing B is a rigid surface. 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:15.02.000.1217.15 Lumber A-B 25 0 B-C 53 -74 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 , 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 -1.33 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 2-8-3. Top Chord overhang(s)may be field trimmed. 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 EEIRECECIEU PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17420/T41/JACK Christamtsis-Hammill Addition Oty: 2 FROM: DRW: J06 Wgt:11.2 lbs ... / ... 03/04/16 12 4 C i ='- 0 (1) 11,0..11 I CO 2XB(A1 T) _ 9) A - :� 1 10' - D 3' - rr 1'4i 3' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 203 /63 /130 /- /48 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 36 /- /14 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - - C 67 /31 /25 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.002 D - - Wind reactions based on MW FRS 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: 0.237 D Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psi TPI Std: 2007 Max BC CSI: 0.060 C Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 RepFactors Used:Yes Max Web CSI:0.000 Bearing B isrequiresa rigida seat plrface. ate. 24.0" Bearing B a seat plate. 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 25 0 B-C 21 -43 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-D 0 0 Plating Notes Plates sized for a minimum of 4.00 sq.inipiece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 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 MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 1-4-3. Top Chord overhang(s)may be field trimmed. 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 MILEIMEMI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17422/T43/EJAC Christamtsis-Hammill Addition Qty: 10 FROM: DRW: J08 Wgt:22.4 lbs ... / ... 03/04/16 C 12 11Ts(t) 12'4"1 1 4 Po Co - N M 2X4(A1 T)B 1 A i :1 10' W D 7' 1'4" 1i 7' 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 lot Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 319 /88 /188 /- /95 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 95 /- /39 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 D - - C 166 /86 /80 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.032 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: 0.636 D Min Brg Width Req= Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.391 C Min Brg Width Req= MWFRS Parallel Dist:h/2 to h RepFactors Used:Yes Max Web CSI:0.000 Bearing B isrequiresa rigida seat plate. 24.0" Bearing B a seat plate. 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 25 0 B-C 53 -69 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC B-D 0 0 Plating Notes Plates sized for a minimum of 4.00 sq.inJpiece. 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 -1.33 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 2-8-3. Top Chord overhang(s)may be field trimmed. 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 8 Murray PE No.60839 PE Na.58544 PE No.71457 63070 Ply:1 SEQN:17392/T26/HIPM Christamtsis-Hammill Addition Qty: 2 FROM: DRW: T02 Wgt:137.2 lbs ... / ... 03/04/16 71115 15' 20'1'10 25'3'4 I7'11"15 I 7'0"1 I 5'1"10 5'1.10 I 112X4 D52S7 E =4X5 F 12 4 p 05X7 D I v in _4X4(A2T)B 1112x4 • x*? I. "M 5X7 n i 1 1_4207'2 J 1 H G 1'4' 1 7'10'8 7'1"8 5110 5110 7'10'8 I 15' I 20'110 I 25'3'4 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 C 999 301 B 902 /264 /399 /- /187 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.202 C 999 301 G 813 /333 /327 /- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.058 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.22 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.611 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.969 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.880 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 25 0 D-E 353 -688 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 759-1881 E-F 353 -688 C-D 510 -1130 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 B-J 1731 -873 I-H 1009 -532 Lumber value set"13B"uses design values J-I 1727 -874 H-G 0 0 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. J-C 235 0 E-H 222 -313 Purlins C-I 367 -769 H-F 965 -495 In lieu of structural panels or rigid ceiling use purlins D-I 368 -97 F-G 439 -791 to laterally brace chords as follows: D-H 251 -451 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 25.27 BC 88 0.15 25.27 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 5-4-3. Top Chord overhang(s)may be field trimmed. 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 irELECEEETI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:173991 T24/HIPM Christamtsis-Hammill Addition Qty: 2 FROM: DRW: T04 Wgt:131.6 lbs ... / ... 03/04/16 6'0"4 11' 18'1'10 25'3'4 6'0"4 -I 4'11'12 I T1"10 7'1'10 =4X10 112X4 0 E a 4X5 F 12 T T 4 2 04X5 C 111111114414% 6M =4X4(A2T)B l I za7"2 A, �� B 1112"4 85X7 1'X10 1 1 J� I H G 1'4' 5'10"85'1'8 7'1'10 7'1'10 I A 5'10"8 I 11' I 18'110 I 25'3"4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Weft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 I 999 301 B 904 /274 /396 1- /141 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.215 I 999 301 G 813 /347 /321 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.057 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.55 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.781 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 25 0 D-E 597 -1205 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 861 -1973 E-F 597 -1205 C-D 715 -1510 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 B-J 1829 -928 I-H 1394 -718 Lumber value set"13B"uses design values J-I 1827 -930 H-G 14 -8 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. J-C 144 0 E-H 304 -450 Purlins C-I 229 -517 H-F 1343 -664 In lieu of structural panels or rigid ceiling use purlins D-I 300 -56 F-G 431 -782 to laterally brace chords as follows: D-H 137 -330 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 25.27 BC 90 0.15 25.27 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-0-3. Top Chord overhang(s)may be field trimmed. 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 rfirnirrili PE No.60839 PE No.58544 PE No.71457 6 Ply:1 SEAN:17545/T28/HIPM Christam is-Hammill Addition Qty:2 FROM: DRW: 7'06 Wgt:123.2 lbs ... / ... 03/04/16 7' 13'37 171"9 24'10" 2 '3I"4 I' r I 6.3.7 I 5.10"3 I 5.81 12 w H0510 •25X70 112X4C T 4 p E mHOtrF I OS I mg I N <V =4X8(A2T)BLI : = 17::. I I 1 20'7.2 A . HJ 51 82 W4X5 m•12 1) (,l III G: 1'4" 7'1'12 5'10.3 61"11 61.11 I i 7'1.12 I 12'11.15 I 19'1"9 I 25'3'4 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefI/CSI Criteria ximum Reactio s(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefi Loc R /U / /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.369 I 818 .1 B 1925 /854 / /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.702 I 429 ;11 G 2194 /966 I- I- I- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 G - Wind reacti.• based on MWFRS Des Ld: 32.00 EXP:C - HORZ(TL):0.142 G - - r :rg Width Req= 2.3 NCBCLL: 10.00 Mean Height:21.89 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: 0.836 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.982 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.918 Maximum Top Chord Forces Per Ply(lbs) CSC 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 25 -15 D-E 1883 -4290 Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 B-C 2161 -4999 E-F 1883 -4290 Lumber Purlins C-D 2491 -5726 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-31:T1 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x4 SP M-30:B2 2x4 SP M-31: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. :B3 2x4 SP#2: TC 24 -1.33 25.27 B-J 4688-2015 1-H 5736 -2515 Webs 2x4 SP#3:W6 2x4 SP M-30: BC 57 0.15 25.27 J-I 4720-2018 H-G 37 -16 Apply purlins to any chords above or below fillers Lumber value set"135"uses design values at 24"OC unless shown otherwise above. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Hangers I Ties Webs Tens.Comp. Webs Tens. Comp. Bracing (J)Hanger Support Required,by others (a)Continuous lateral restraint equally spaced on C-J 530 -48 H-E 497 -718 member. Wind C-1 1098 -508 H-F 4563 -2004 Wind loads and reactions based on MWFRS. 1-D 206 84 F-G 972 -2014 Special Loads D-H 683 -1562 --(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.=1.25) Right end vertical not exposed to wind pressure. TC-From 55 plf at -1.33 to 55 plf at 7.00 Additional Notes TC-From 27 plf at 7.00 to 27 plf at 13.28 TC-From 27 plf at 13.28 to 27 plf at 25.27 The overall height of this truss excluding overhang is BC-From 4 plf at -1.33 to 4 plf at 0.00 2-8-3. BC-From 10 plf at 0.00 to 10 plf at 7.15 Top Chord overhang(s)may be field trimmed. BC-From 5 plf at 7.15 to 5 plf at 19.13 BC-From 5 plf at 19.13 to 5 pIf at 25.27 TC- 222 lb Conc.Load at 7.01 TC- 166 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 BC- 422 lb Conc.Load at 7.01 BC- 95 lb Conc.Load at 9.06,11.06.13.06,15.06 17.06,19.06,21.06,23.06,25.06 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. 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 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. 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 giffirMIEGI PE No.60839 PE No.58544 PE No.71457 Y 63070 Ply:1 SEQN:17396/T5/COMN Christamtsis-Hammill Addition Qty: 2 FROM: DRW: T08 Wgt:145.6 lbs ... / ... 03/04/16 8'8"1 16'4"4 24'0'7 378'8 8'8"1 I T8.3 7'8"3 ' 8'8"1 D=5)(5 12 T3 T 4 2 �SX7E 51 s5X7c a in N IA _4XF(A2T) I m4X4(A2T)B _ ll A 11%5 ` —i - V 207'2 5 =aX10 J I 'H 1'4" 8'6'10 7910 75"10 8'6"10 1'4" I- 1 8'6"10 16'4'4 I 241'14 I 32'8"8 1-'I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.207 I 999 389 B 1137 /529 /442 /- /110 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.396 I 983 389 F 1137 /529 /442 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.143 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.45 ft Code/Mist 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: 0.672 Bearings B&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.964 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.322 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 25 0 D-E 861 -1748 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1170-2545 E-F 1170 -2545 C-D 861 -1748 F-G 25 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP M-30:T2,13 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs2x4SP#3 B-J 2354-1016 I-H 2351 -1018 Lumber value set"13B"uses design values J-I 2351 -1018 H-F 2354 -1016 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. J-C 244 0 I-E 446 -851 C-I 446 -851 E-H 244 0 Plating Notes D-I 655 -270 Plates sized for a minimum of 4.00 sq.inJpiece. 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 -1.33 34.04 BC 68 0.15 32.56 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 5-9-10. Top Chord overhang(s)may be field trammed. 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 IniCECIEMI PE No.60839 PE No.58544 PE No.71457 7 63070 Ply:1 SEAN:17416/T22/COMN Christamtsis-Hammill Addition Qty: 8 FROM: DRW: T11 Wgt:64.4 lbs ... / ... 03/04/16 811"12 17'11-8 II 8'11"12 I 8'11"12 Cm 5X5 T72 iii Tr 4 ' a It 1I in l !Di � F 5X5= 1 3X4(A1T)B D`=3X4(A1T) e� q ►� - E I 010' a 2 1 12 I-1,4"-I I- 81s^4 12 I 8'88""4 17' I k-1'4"-1 1V111"8 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): 0.155 F 999 240 B 665 /211 /324 /- /87 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.297 F 714 212 D 665 /211 /324 /- I- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.080 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.155 F - - 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= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.534 Bearings B&D are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.976 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.280 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 25 0 C-D 1236 -1991 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 1241 -1991 D-E 25 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 M-30 Bot chord 2x4 SP#2 B-F 1870-1055 F-D 1870 -1056 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 736 -325 Plates sized for a minimum of 4.00 sq.inJpiece. 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 -1.33 19.29 BC 100 0.15 17.81 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 3-4-2. Top Chord overhang(s)may be field trimmed. 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 MEEMEEEEI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 ' SEQN:17539/T48/HIPM Christamtsis-Hammill Addition Qty: 1 FROM: DRW: T14 Wgt:128.8 lbs ... / ... 03/04/16 7' 13'3'12 19'2.4I 24'11'4 2,'414 I7' I 6'3"12 I 5'10"8 5'9" 5" 06X10 05X7 112X4 12 C D E -4X10 F T 4 p I I >w 1 T1 (a) I i'o m4X8(A2T)B II' 10 A I � _ - d5,0 62-4X5 0• M (I) 32 G 1'a' 7'1"12 5'10"8 I 6'2" I 62" 1 1 7'1.12 I 13'0'4 19'2'4 25'4"4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def!CS1 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): 0.373 I 810 302 B 1932 /606 /- /- 1- /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.711 I 425 302 G 2189 1682 /- I- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.143 G - - B Min Brg Width Req= 2.3 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= Soffit:: 2.00 psf 4.2 Bldg Code: FBC 2014 RES Max TC CSI: 0.850 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.988 Bearing B requires a seat plate. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.667 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.15 A-B 25 -11 D-E 1341 -4325 Lumber Purlins B-C 1534 -5022 E-F 1341 -4325 C-D 1771 -5765 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Top chord 2x4 SP M-3111 2x4 SP M-30: to laterally brace chords as follows: Bot chord 2x4 SP M-30:B2 2x4 SP M-31: Chord Spacing(in oc) Start(ft) End(ft) Maximum Bot Chord Forces Per Ply(lbs) :B3 2x4 SP#2: TC 24 -1.33 25.35 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W6 2x4 SP M-30: BC 68 0.15 25.35 B-.1 4710-1430 I-H 5775 -1791 Apply purlins to any chords above or below tillers Lumber value set"13B"uses design values at 24"OC unless shown otherwise above. J-I 4742-1431 H-G 38 -11 approved 1/30/2013 by ALSC Hangers/Ties Maximum Web Forces Per Ply(lbs) Bracing (J)Hanger Support Required,by others Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member. Wind C-J 531 -18 E-11 372 -723 C-I 1117 -366 H-F 4597 -1426 Special Loads Wind loads and reactions based on MWFRS. I-D 164 -88 F-G 694 -2013 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Right end vertical not exposed to wind pressure. D-H 485-1566 TC-From 55 plf at -1.33 to 55 plf at 7.00 Additional Notes TC-From 27 phf at 7.00 to 27 plf at 13.31 TC-From 27 pH at 13.31 to 27 plf at 25.35 The overall height of this truss excluding overhang is BC-From 4 plf at -1.33 to 4 plf at 0.00 2-8-3. BC-From 10 plf at 0.00 to 10 pH at 7.15 Top Chord overhang(s)may be field trimmed. BC-From 5 plf at 7.15 to 5 pH at 19.19 BC-From 5 plf at 19.19 to 5 plf at 25.35 TC- 222 lb Conc.Load at 7.01 TC- 166 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 BC- 422 lb Conc.Load at 7.01 BC- 95 lb Conc.Load at 9.06,11.06,13.06,15.06 17.06,19.06,21.06,23.06,25.06 Plating Notes (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. 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 APn Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply.1 SEAN:17424/T35/HIPS Christamtsis-Hammill Addition Qty: 1 FROM: DRW: T16 Wgt:121.8 lbs ... / ... 03/04/16 6'0"4 11' 14'4"4 19'4" 25'4"4 6'0"4 I 4'11"12 I 3'4'4 I 4'11.12 I 6'0"4 I 114X5 D_=5X7 E I 12 I 4 . C F$4X5 M y4X5 o ¢ '-° a v IN — m4t4(A2) 1 i 'a4X4(A2T)B A Q �10 11KX4 =4X5 =6 8 1133X4 5'10"8 51"8 378 5'3"4 5'10"8 F1'4" 1 5'10"8 I 11' I 1478 I 19'5"12 I 25'4"4 1 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 L/defl Litt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.131 J 999 301 B 903 /288 /435 /- /94 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.252 J 999 301 G 820 /259 /373 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL): 0.084 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code 1 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: 0.330 Bearing Bis a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.969 Bearing B requires a seat plate. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.325 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 A-B 25 0 D-E 650 -1368 B-C 796-1977 E-F 654 -1479 Lumber C-D 664-1487 F-G 812 -1984 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values B-K 1835 -709 I-H 1839 -715 approved 1/30/2013 by ALSC K-J 1832 -711 H-G 1841 -713 J-I 1366 -514 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins In lieu of structural panels or rigid ceiling use purlins K-C 157 0 I-E 251 -84 to laterally brace chords as follows: C-J 213 -528 I-F 238 -533 Chord Spacing(in oc) Start(ft) End(ft) D-J 249 -61 F-H 164 0 TC 24 -1.33 25.35 D-I 159 -154 BC 95 0.15 25.23 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. Additional Notes The overall height of this truss excluding overhang is 4-0-3. Top Chord overhang(s)may be field trimmed. 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 " CEEDEle PE No.60839 PE No.58544 PE No.71457 • 63070 Ply:1 SEQN:174261 737/COMN Christamtsis-Hammill Addition Qty: 1 FROM: DRW: T18 Wgt:103.6 lbs ... / ... 03/04/16 6'8"9 128.2 18711 254-4 6'8"9 5I,11'9 5'11"9 6'8"9 D 114X5 II I 12 4 p 3X4 C Ei2X4 c� P =4X4 A2T)B 1--4V(A2)1 T•2A ( — �SX7 V(A2)1 10' I �H G I-•1,4. 8'6'7 II T11"7 8'8'7 8'87 16713 25'4'4 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 L/defl L/# Loc R Ill /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph N:NA Ce:NA VERT(LL): 0.126 D 999 300 B 902 /149 /433 /- /106 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.242 D 999 300 F 821 /116 /372 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.075 G - - 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 TCDL:4.2psf Bldg Code: FBC 2014 RES Max TC CSI: 0.429 Bearings B&F are a rigid surface. Soffit: 2.00 Bearings B&F require a seat plate. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.646 Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.195 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): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 A-B 25 0 D-E 689 -1683 B-C 740-1929 E-F 758 -1929 Lumber C-D 671 -1683 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values B-H 1786 -650 G-F 1786 -656 approved 1/30/2013 by ALSC H-G 1214 -404 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-H 216 -381 D-G 511 -160 H-D 511 -150 G-E 220 -381 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 -1.33 25.35 BC 120 0.15 25.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-6-14. Top Chord overhang(s)may be field trimmed. 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 epn Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 IECEI Michael G Kozlowski Jeffrey P Arneson Derek B Murray ®r PE No.60839 PE No.58544 PE No.71457 6 Ply:2 SEAN:17503/T30/COMN Christamtsis-Hammill Addition T20 Qt j 1 FROM : DRW: f ,.....77.......„..-/Qty: gt:154.0 lbs i... / ... 03/04/16 4'0"9 7'3"6 10'6"3 14'6"12 I- -1 4'0"9 I 32"13 I 3'2"13 I 4'0"9 4 p C 1114X5 1 T 1 4X5 B �---111 4X5 T pccNi 0•1 1 =4X8(A1)A - E-4X5(A1T) mum 4'3MilI. F 1v0' low 1 1113X4 H G 6X8 1112X4 31013 3'4"9 3'4"9 3'10"13 1'4"-{ 1 3'10"13 I 7'3"6 I 10'7"15 I 14'6"12 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactionsii s) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Ud U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.118 H 9 240 A 3387 /1091 /- 1- 1- 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.224 H 6 180 E 2252 /730 /- /- /- 18.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.024 G Wind reactions a ed on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.044 G - r g Width Req= 1.7 NCBCLL:10.00 Mean Height:15.00 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: 0.671 Bearings A&E are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.562 Bearings A&E require a seat plate. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:No Max Web CSI:0.676 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 A-B 1288-4014 D-E 945 -2991 Lumber Purlins B-C 960-3012 E-F 12 -6 Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins C-D 960 -3012 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(lbs) Webs 2x4 SP#3 TC 24 0.00 15.90 Chords Tens.Comp. Chords Tens. Comp. BC 120 0.15 14.42 Lumber value set"13B"uses design values Apply purlins to any chords above or below fillers A-I 3801 -1218 H-G 2830 -893 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. I-H 3755-1204 G-E 2824 -890 Nailnote Additional Notes Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails The overall height of this truss excluding overhang is Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. 2-9-5. Bot Chord:1 Row @ 5.00"o.c. TopChord overhang(s) I-B 598 -182 H-D 38 -13 Webs :1 Row @ 4"o.c. may be field trimmed. B-H 322 -974 D-G 44 -85 Use equal spacing between rows and stagger nails C-H 1775 -549 in each row to avoid splitting. Special Loads ---(Lumber Dur.Fac.=1.251 Plate Dur.Fac:1.25) TC-From 55 plf at 0.00 to 55 plf at 7.28 TC-From 55 plf at 7.28 to 55 plf at 15.90 BC-From 5 plf at 0.00 to 5 plf at 7.50 BC-From 10 plf at 7.50 to 10 plf at 14.56 BC-From 4 plf at 14.56 to 4 plf at 15.90 BC- 820 lb Conc.Load at 1.50,3.50,5.50 BC-2189 lb Conc.Load at 7.50 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Wind Wind loads and reactions based on MWFRS. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 i 63070 Ply:1 SEQN:17427/T38/COMN Christamtsis-Hammill Addition Qty:4 FROM: DRW: T19 Wgt:106.4 lbs .. / ... 03/04/16 6'8"9 12'8"2 18711 25'4"4 I- I6'8'9 5'11"9 + 5'11"9 I 6'8"9 114X5 T12 4p o 3X4 C Er2X4 N \11114V/IIII avm4X4(A2T)BF=4X4(A2T) A i, - G I _1a Gni =1 7 wH 1 1'4"1 8'8'7 I T11"7 I 88"7 1 14" 8'8'7 16713 25'4'4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.127 D 999 300 B 902 /149 /433 /- /114 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.242 D 999 300 F 902 /149 /433 /- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.075 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: 0.429 Bearings B&F are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.637 Bearings B&F require a seat plate. Spacing:24.0" MWFRS Parallel Dist:h to 2h Rep Factors Used:Yes Max Web CSI:0.195 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 A-B 25 0 D-E 656 -1683 Lumber B-C 725-1929 E-F 725 -1929 C-D 656 -1683 F-G 25 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-I 1786 -606 H-F 1786 -620 approved 1/30/2013 by ALSC I-H 1214 -372 Plating Notes Maximum Web Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.inJpiece. Webs Tens.Comp. Webs Tens. Comp. Purlins C-I 215 -381 D-H 511 -152 In lieu of structural panels or rigid ceiling use purlins I-D 511 -152 H-E 215 -381 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 26.69 BC 120 0.15 25.21 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 4-6-14. Top Chord overhang(s)may be field trimmed. 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 CEEEMICal PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17425/T36/COMN Christamtsis-Hammill Addition Ory: 1 FROM: DRW: T17 Wgt:103.6 lbs ... / ... 03/04/16 61r9 I 12'8"2 I 18'7"11 I 254"4 I 6'8"9 5'11-9 5'11"9 6'8"9 D 114X5 I 12 is 4p w3X4 C Er 2X4 c' N it (A2)_ :: :: 10 mH 7 =5 7 �� G 1'4" 1 8'8"7 I 7117 I_ 8'8"7 8'8"7 16'r13 25'4'4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefBCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.126 D 999 301 B 903 /287 /433 /- /106 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.242 D 999 301 F 820 /258 /372 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 G - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.075 G - - 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= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.435 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.966 Bearing B requires a seat plate. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.196 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 A-B 25 0 D-E 692 -1688 Lumber B-C 741 -1931 E-F 760 -1936 Value Set:136(Effective 6/1/2013) C-D 671 -1685 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per P lbs) Bot chord 2x4 SP#2 IY Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-H 1788 -651 G-F 1793 -658 approved 1/30/2013 by ALSC H-G 1216 -405 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-H 216 -381 D-G 515 -162 In lieu of structural panels or rigid ceiling use purlins H-D 511 -150 G-E 221 -383 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 25.35 BC 94 0.15 25.23 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 MW FRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 4-6-14. Top Chord overhang(s)may be field trimmed. 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 eptE;\, Michael G Kozlowski Jeffrey P Ameson Derek B Murray IIIMECIM PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17423/T34/HIPS Christamtsis-Hammill Addition Qty: 1 FROM: DRW: T15 Wgt:113.4 lbs ... / ... 03/04/16 410-89'9' f 16'4"4 I 20'5"12 I 25'4"4 4'10"8 4'1"8 7'4"4 4'1"8 4'10"8 =44X10 "5EX5 T4 12 • I $2X4 C Fo2X4 M .' 9) B $4 4(A2) I a4X4(A2T)A `, �' r I 1a (/ =1X7 �HX: 14" 9' 72"8 9'1"12 1 9' I 16'2"8 I 25'4"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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): 0.134 H 999 301 B 903 /288 /433 /- /79 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.257 H 999 301 G 820 /259 /372 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.044 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.084 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.715 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.978 Bearing B requires a seat plate. Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.264 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 A-B 25 0 D-E 737 -1598 Lumber B-C 857-1984 E-F 743 -1701 Value Set:13B(Effective 6/1/2013) C-D 748-1705 F-G 862 -1990 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-I 1846 -769 H-G 1852 -774 approved 1/30/2013 by ALSC I-H 1594 -622 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-I 158 -320 H-E 281 -22 In lieu of structural panels or rigid ceiling use purlins D-I 275 -7 H-F 173 -310 to laterally brace chords as follows: D-H 247 -236 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 25.35 BC 92 0.15 25.23 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. Additional Notes The overall height of this truss excluding overhang is 3-4-3. Top Chord overhang(s)may be field trimmed. 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 EIORCLCEMEI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17417/T32/COMN Christamtsis-Hammill Addition Qty: 7 FROM: DRW: T13 Wgt:53.2 lbs ... / ... 03/04/16 7'3"6 14'6"12 { 7,3"6 776 12 C=4X5 T 4 � ; T inN Er) III i ll .._ N IT =3X4(A1T)B F 1114X5 D=3X4(A1T) Cr) 1 ° A E (1)10' a 2 1 611"14 6'11"14 {~14" I- -I-7,3"6 14'3"4 r 1'4"-j a112 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeBJCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.108 F 999 240 B 556 /176 1275 /- /74 18.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.208 F 823 180 D 556 /176 /275 I- /- /8.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.054 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.104 F - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.557 Bearings B&D are a rigid surface. BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.505 Bearings B&D require a seat plate. Load Duration:1.25 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.218 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 A-B 25 0 C-D 1036 -1546 B-C 1042-1546 D-E 25 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4SP#3 B-F 1451 -871 F-D 1451 -872 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. F-C 573 -270 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 -1.33 15.90 BC 87 0.15 14.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 2-9-5. Top Chord overhang(s)may be field trimmed. 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 LIME 12 11:EU PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17403/T11/HIPS , Christamtsis-Hammill Addition Qty: 1 FROM: DRW: T09 Wgt:54.6 lbs ... / ... 03/04/16 �. 7' 14'5"8 7' 7'5"8 'I 12 C T 4 p =4X5PR T i'" 90 N I _ --4X5(A2T)B D=_4X5(A2T) ai3 A _� �: E I I)20'7"2 III 3X4 1 F I-1'4• 1_ 14'5"8 ---I14'5"8 j 1'4"- � 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.116 F 999 240 B 1196 /519 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.220 F 773 180 D 1196 /519 /- /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.035 F - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.068 F - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:21.89 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: 0.776 Bearings B&D are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.970 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.348 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 25 -15 C-D 1138 -2775 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 1138 -2775 D-E 25 -15 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 2-8-3. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. B-F 2580-1044 F-D 2580 -1044 Webs 2x4 SP#3 Lumber value set'1313"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Special Loads C-F 912 -148 ---(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.33 to 55 plf at 7.23 TC-From 55 plf at 7.23 to 55 plf at 15.79 BC-From 4 plf at -1.33 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 7.45 BC-From 10 plf at 7.45 to 10 plf at 14.46 BC-From 4 plf at 14.46 to 4 plf at 15.79 TC- 222 lb Conc.Load at 7.01,7.45 BC- 422 lb Conc.Load at 7.01,7.45 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or ngid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 15.79 BC 66 0.15 14.31 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 e E X Michael G Kozlowski Jeffrey P Arneson Derek B Murray ILICEEECIMI PE No.60839 PE No.58544 PE No.71457 63070 Ply:3 SEON:17547/T27/COMN tsis-Hammill Addition pry: 1 FROM: DRW: 707 Wgt:57• .s / ... 03/04/16 5.8.6I 11'-5 I 16'4.4 I 21'7.3 I 27'0"2 378.8 5'8'6 5'5" 5715 5'2'15 5'5" 5'8.6 E Ip5X5 T12 4 12 s44 5X5D tilliiiiirFki5X5I o H �SX7�/ 45X7 G I aco SXs(A4�T _ �5 AS(A4T) X5 `+ `SX`(A4T) A4T) /gam w FII Nin . �nA L•; es : ��! 207'2 J F-14"k- 5'6'15 I 5715 I 5'67 I 5'6.7 , 5715 I 5'6"15 11'4' 5'615 10'9'13 16'4'4 21'10.11 2T1"9 328.8 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 Udeflt4Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.409 L 952 3 9 B 6692 /2952 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.778 L 500 389 H 6692 /2 /- /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.094 J - -`Wind ons based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.180 J - - Min Brg Width Req= 2.3 NCBCLL:10.00 Mean Height:23.45 ft Code I Mist Criteria Creep Factor:1.5 H Min Brg Width Req= 2.3 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.621 Bearings B&H are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.743 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.603 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 8 -5 E-F 1868 -4322 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 2919-6671 F-G 2511 -5763 C-D 2511 -5763 G-H 2919 -6671 Lumber Special Loads Value Set:13B(Effective 6/1/2013) --(Lumber Dur.Fac=1.25/Plate Dur.Fac.=1.25) D-E 1868-4322 H-I 8 5 Top chord 2x4 SP M-30TC-From 55 plf at -1.33 to 55 plf at 7.06 Bot chord 2x6 SP SS Dense TC-From 27 plf at 7.06 to 27 plf at 8.61 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W5 2x4 SP#2: TC-From 27 plf at 8.61 to 27 plf at 16.35 Chords Tens.Comp. Chords Tens. Comp. TC-From 27 Oat 16.35 to 27 plf at 24.10 Lumber value set"13B"uses design values TC-From 27 p1/at 24.10 to 27 plf at 25.65 B-N 6311 -2759 L-K 5374 -2339 approved 1/30/2013 by ALSC TC-From 55 pit at 25.65 to 55 plf at 34.04 N-M 6282 -2747 K-J 6282 -2747 Nailnote BC-From 4 pi(at -1.33 to 4 plf at 0.00 M-L 5374 -2339 J-H 6311 -2759 BC-From 10 pit at 0.00 to 10 plf at 7.06 Nail Schedule:0.131"x3",min.nails BC-From 5 plf at 7.06 to 5 plf at 8.55 Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. BC-From 5 pit at 8.55 to 5 plf at 24.16 Bot Chord:1 Row @ 4.25"o.c. BC-From 5 plf at 24.16 to 5 plf at 25.65 Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. BC-From 10 plf at 25.65 to 10 plf at 32.71 N-C 537 -224 L-F 694 -1556 Repeat nailing as each layer is applied.Use equal BC-From 4 plf at 32.71 to 4 plf at 34.04 C-M 393 -874 F-K 1285 -562 spacing between rows and stagger nails in each row BC-2194 lb Conc.Load at 7.06,25.65 M-D 1285 -562 K-G 393 -874 to avoid splitting. BC- 813 lb Conc.Load at 9.06,11.06,13.06,15.06 16.35,17.65,19.65,21.65,23.65 D-L 694 -1556 G-J 537 -224 Plating Notes E-L 2672 -1143 Plates sized for a minimum of 4.00 sq.in./piece. Additional Notes The overall height of this truss excluding overhang is Purlins 5-9-10. In lieu of structural panels or rigid ceiling use purlins Top Chord overhang(s)may be field trimmed. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 34.04 BC 120 0.15 32.56 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads and reactions based on MW FRS. 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 MEEMEINI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:175181 T23/HIPM Christamtsis-Hammill Addition Qty: 2 FROM: DRW: „, 03/04/16 T05 Wgt:128.8 lbs ••• 1477 19'9'9 25'3'4 4'10'8 �” 4'1'8 { 5'7"7 5'2'3 5'5'11 m4X10 wS 7 1112X4 • s4X50 TT 12 A 4 p 3X4 C v Az, 411111 in •=4X4(A2T)B Y f I 4)207 "2 -3 A =5X7 -476 =6X: Ill 1 K J I 5715 5'5'11 5'5'11 I-14" A 9 14'3"15 I 19'9"9 I , 25'3"4 1 Loading Criteria(pst) Wind Criteria Snow9Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) Loc R /U /Rw /Rh /RL /W TCLL: 20.00 Wind Std: ASCE 7-10 P NA Ct:NA CAT:NA PP Deflection in loc Udell L/# TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.121 K 999 301 B 904 /417 /394 1- /152 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.233 K 999 301 H 813 /392 /319 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 H g innreactions on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.065 H - Brg Width Req =e Min Brg Width MiRq q NCBCLL:10.00 Mean Height:22.22 ft Code/Misc Criteria Creep Factor:1.5 H HearMi Bis a rigid u = - - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.347 Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.951 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.516 Chordsaxm To Tens.Comp. Chords Tens.(IComp. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): A-B 25 0 D-E 820 -1672 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 937 -1997 E-F 581 -1193 C-D 795-1689 F-G 581 -1193 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Pty(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#2 Webs 2x4 SP#38-K 1860 -978 J-I 1673 -824 K-J 1572 -790 I-H 10 -5 Lumber value set"13B'uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. Plates sized for a minimum of 4.00 sq.in./piece. C-K 213 -337 E-I 283 -557 D-K 269 -30 F-I 218 -326 Purlins p_J 291 -136 I-G 1355 -659 In lieu of structural panels or rigid ceiling use purlins J-E 295 -98 -H 355 -659 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 25.27 BC 72 0.15 25.27 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 MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 3-4-3. Top Chord overhang(s)may be field trimmed. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17397/T25/HIPM Christamtsis-Hammill Addition Qty: 2 FROM: DRW: T03 Wgt:138.6 lbs ... / ... 03/04/16 TO-4 13' 19'1.10 25'3"4 ' 7'0.4 5'11"12 6'1.10 I 6'1'10 D 11E 4 85X7 et4X5 F 12 N4 p T 04X5 C A ib V 4, a4X4(A2T)B .Q Alii....- 2 m5X7 vH 11 207'2 112X4 1'4' 1 6'10'8 I 6'1.8 I 6'1"10 I 6'1.10 6'10'8 13' 19'1"10 253.4 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.106 C 999 301 B 904 /269 /398 /- /164 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.204 C 999 301 G 813 /346 /324 /- /- /- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 H - - Wind reactions based on MW FRS Des Ld: 32.00 EXP:C HORZ(TL): 0.057 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:22.89 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: 0.460 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.984 Spacing:24.0" MW FRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.582 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 25 0 D-E 461 -916 Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.15 B-C 814 -1936 E-F 461 -915 Lumber C-D 613-1320 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-J 1789 -905 I-H 1200 -625 Lumber value set"13B"uses design values J-I 1786 -906 H-G 0 0 approved 1/30/2013 by ALSC Plating Notes Maximum Web Forces Per Ply(lbs) Plates sized for a minimum of 4.00 sq.inJpiece. Webs Tens.Comp. Webs Tens. Comp. J-C 192 0 E-H 269 -394 Purlins C-I 303 -660 H-F 1126 -567 In lieu of structural panels or rigid ceiling use purlins D-I 332 -79 F-G 435 -788 to laterally brace chords as follows: D-H 201 -349 Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 25.27 BC 89 0.15 25.27 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 MW FRS with additional C&C member design. Right end vertical not exposed to wind pressure. Additional Notes The overall height of this truss excluding overhang is 4-8-3. Top Chord overhang(s)may be field trimmed. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCS/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 EIZECEEECIal PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:174001 T21/HIPM Christamtsis-Hammill Addition Qty: 1 FROM: DRW: T01 Wgt:140.0 lbs ... / ... 03/04/16 87"11I 16'3'8 I 20'9'6 25'3.4 87'11 77'13 4'5"14 I 45.14 D_ 111EX4 F =5� =4X5 12 4 p 0000000000000000/1 s 5X7 C (a) u' b =3X4(A1T)B ' =jXS =5X! =5H�X7 111)207"2 G 1'4" 8'6.4 7'9"4 4'5"14 4'5'14 1 8'6"4 I 16'3'8 I 20'9'6 I 253"4 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 I Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.105 J 999 301 B 902 /260 /400 /- /202 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.201 J 999 301 G 813 /322 /329 /- /- I- BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 H - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.058 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:23.44 ft Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.777 Bearing B is a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.986 Spacing:24.0" MWFRS Parallel Dist:h/2 to h Rep Factors Used:Yes Max Web CSI:0.470 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 25 0 D-E 293 -565 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 B-C 722-1845 E-F 293 -565 Lumber Additional Notes C-D 443-1010 Value Set:13B(Effective 6/1/2013) The overall height of this truss excluding overhang is Top chord 2x4 SP#2 5-9-6. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Top Chord overhang(s)may be field trimmed. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-J 1693 -851 I-H 889 -471 Lumber value set"13B"uses design values J-I 1690 -853 H-G 0 0 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. J-C 258 0 H-E 189 -252 C-I 409 -857 H-F 892 -463 Plating Notes D-I 394 -107 F-G 442 -793 Plates sized for a minimum of 4.00 sq.in./piece. D-H 281 -511 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 -1.33 25.27 BC 88 0.15 25.27 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others Wind Wind loads based on MWFRS with additional C&C member design. 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 LECIEWMOCI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17421/T40/JACK :2 FROM: DRW: Christamtsis-Hammill Addition Qty / ,,, 03/04/16 J07 Wgt:16.8 lbs •�• C 12 k� 1) 11'8"11 4 M O - CV In 2X4(A1T)g N 3 A .6•1A11111.11111111111.111111111111 1 .k1)1_1 01 _ D 5' H- 1'4" sli 5' 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 L/defl Li# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 259 /72 /157 /- /71 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - C 117 /59 /53 /- /- /1.5 Des 32.00 EXP:C HORZ(TL):0.011 D - - Wind reactions based on MWFRS NCBCLL: B Min Brg Width Req= 1.5L:10.00 Mean Height:15.00 ft Code I 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: 0.296 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.205 Bearing B is a rigid surface. Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.000 Bearing B requires a seat plate. 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:15.02.00C.1217.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 25 0 B-C 37 -54 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.inJpiece. 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 -1.33 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 2-0-3. Top Chord overhang(s)may be field trimmed. 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray WELMICMCI PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17419/T42/JACK Christamtsis-Hammill Addition Qty: 2 FROM: DRW: J05 Wgt:5.6 lbs / ... 03/04/16 12 4 C 2X4(A1T 1 B �� M A, 104„11 Ai 1 c° + r I\ 10. - D ,i MIP 1' 1'4" i 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 L/deft U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA B 191 /88 /136 /- /26 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 10 /14 /15 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C 16 /34 /29 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 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: 0.207 O Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.026 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 is a rigid surface. C&C Dist a:3.00 ft FT/RT:30(0)/10(0) Mfg Specified Camber. Bearing B requires a seat plate. 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 Value Set:13B(Effective 6/1/2013) A-B 25 0 B-C 28 16 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. approved 1/30/2013 by ALSC B-D 0 0 Plating Notes Plates sized for a minimum of 4.00 sq.in./piece. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. i Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-8-3. Top Chord overhang(s)may be field trimmed. 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 OMICEInill PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17387/T12/JACK Christamtsis-Hammill Addition Qty: 8 FROM: DRW: J03 Wgt:16.8 lbs ... / ... 03/04/16 C 12 Y 22'3"13 4I cl) M O = N Ln 3X4(A1 T)g CV d3 AM 1 20'7"2 ►. 5' H- 1'4" l- i 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PI 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 259 /105 /132 /- /90 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 66 /- /26 /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 D - - C 117 /79 /37 I- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.011 D - - Wind reactions based on MWFRS SMean Height:21.55 ft Code!Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 10.00 9 D Min Brg Width Req= - Sooffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.296 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.205 Bearing B is a rigid surface. 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(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 A B 25 0 B-C 37 57 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 B-D 0 0 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes Plates sized for a minimum of 4.00 sq.inJpiece. 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 -1.33 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 2-0-3. Top Chord overhang(s)may be field trimmed. 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17393/T17/JACK Christamtsis-Hammill Addition Qty: 8 FROM: DRW: J01 Wgt:5.6 lbs ... I ... 03/04/16 12 4 - C 3X4B (A1T 't M Ali 20'11"13 l r Ail 20'7"2 MA D 1' H 1'4" la -i 1' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria A 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 191 /109 /118 /- /31 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 10 /14 /17 I- I- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 D - - C 16 /34 /34 /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):-0.000 D - - Wind reactions based on MWFRS SMean Height:20.89 ft Code 1 Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 Soffit:ftit:10.00 9 D Min Brg Width Req= - 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.223 C Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.029 Bearing B is a rigid surface. 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(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 A-B 25 0 B-C 30 -16 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 8-D 0 0 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 -1.33 1.00 BC 10 0.15 1.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind 411 Wind loads based on MWFRS with additional C&C member design. Additional Notes The overall height of this truss excluding overhang is 0-8-3. Top Chord overhang(s)may be field trimmed. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer epE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17402/T19/HIP_ Christamtsis-Hammill Addition Qty: 4 FROM: DRW: HJ01 Wgt:40.6 lbs ... / ... 03/04/16 5'5"1I 9'10"1 5'5"1 4'5" D 2.83 2 T 22'11"7 T =3X40 co N- (V O 2X4(A1 T)B `' I A ��� _� Xq 20'7"2 4FE 1'10"10 1 9 9'8"1 9'8"1 1 I•-- 110"1 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): 0.043 F 999 240 a 343 /176 /_ /- /- /5.7 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.089 F 999 180 E 328 /96 /- /- /- /1.5 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - - D 56 /40 /- /- /- /1.5 Des Ld: 32.00 EXP:C HORZ(TL):0.024 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.87 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: 0.532 E Min Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.572 D Min Brg Width Req= - Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.384 Bearing B is a rigid surface. 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 Wind A-B 13 -8 C-D 25 -43 Value Set:13B(Effective 6/1/2013) Wind loads and reactions based on MWFRS. B-C 372 -738 Top chord 2x4 SP#2 Bot chord 2x4 SP M-30 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 2-7-13. B-F 724 -351 F-E 0 0 approved 1/30/2013 by ALSC Top Chord overhang(s)may be field trimmed. Special Loads Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.89 to 54 plf at 0.00 C-F 366 -755 TC-From 2 plf at 0.00 to 2 plf at 9.84 BC-From 0 plf at -1.89 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- 33 lb Conc.Load at 1.52 TC- 135 lb Conc.Load at 4.35 TC- 234 lb Conc.Load at 7.18 BC- 21 lb Conc.Load at 1.52 BC- 73 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: Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.89 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 7 Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 ei: E , Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17414/T29/GABL Christamtsis-Hammill Addition Qty: 1 FROM: DRW: GE02 Wgt:88.2 lbs ... / ... 03/04/16 ' 8'11"12 17'11"8 8'11"12 I 8'11"12 3,712--I 1'4"—{ (TYP) G=4X4 T 12 F H T 4 E � 11111111111 I D ■ J C i K m v. VI 2X4(A1T)B 0_ L=_2X4(A1T) V U T S R5X5 Q P 0 N 1 17'11"8 1 4 17'11"8 1I 1'4"—{ " 17'11"8 Loading Criteria(psl) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udeft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 V 999 240 B" 64 /20 /27 /- /5 /211 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 V 999 180 L 214 /68 /133 /- /- /4.0 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 V - - Wind reactions based on MWFRS Des Ld: 32.00 EXP:C HORZ(TL):0.003 V - - B Min Brg Width Req= - NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.166 Bearings B&L are a rigid surface. Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.088 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.030 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 25 0 G-H 137 -39 Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.15 B-C 50 -56 H-I 112 -38 C-D 69 -50 I-J 89 -39 Lumber D-E 86 -39 J-K 72 -50 Value Set:13B(Effective 6/1/2013) E-F 109 -38 K-L 34 -55 Top chord 2x4 SP#2 F-G 134 -39 L-M 25 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set 1138"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSO B-V 64 -26 R-Q 74 -25 Plating Notes V-U 69 -25 Q-P 73 -25 All plates are 2X4 except as noted. U-T 70 -25 P-0 72 -24 Plates sized for a minimum of 4.00 sq.in./piece. T-S 72 -25 O-N 70 -23 S-R 74 -25 N-L 66 -22 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(lbs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) TC 24 -1.33 19.29 C-V 122 -162 Q H 121 -81 BC 120 0.15 17.81 D-U 45 -49 P-I 95 -75 Apply purlins to any chords above or below fillers E-T 96 -75 O-J 45 -49 at 24"OC unless shown otherwise above. F-S 121 -81 N-K 122 -162 G-R 3 -60 Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes See DWGS S14015ENC100815&GBLLETIN1014 for gable wind bracing requirements. The overall height of this truss excluding overhang is 3-4-2. Top Chord overhang(s)may be field trimmed. 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 HEECEE" PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 'SEQN:17549/T20/GABL • Christamisis-Hammill Addition Qty: 1 FROM: DRW: GE01 Wgt:196.0 lbs Page 1 of 2 ... / ... 03/04/16 I16'4.4 ( 26.6-10 ( 32'8'8 16'4.4 10'2"6 6'1'14 1-4'4.4-+4. (NYP) L=5X5 M133X4 T 1113X4]3X4K M"V 0 T3 4 p IA3X4H 1 p 113X4 o p13X4F G Q 5X7 F DSXSE' - il�!- R 113X4C '= (a) Al 13X4 T4 l _ M3X4 in3 4(A1T) S a3X4(A1T)B A A / Er a xi' 20'7'2 /�AF AE A/D ARAB q�qpp Z/Y X/ �( '3x8 V U4X5 III p SXS m 11 18'3• j 141'8 A 14 32'8'8 1.4" 32'8"8 ) Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria aximum Reactions(lbs),or"=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Loc R /U /Rw /Rh I RL 1W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.078 N 99 240 B 194 /59 /89 /- /110 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.160 N 9 9 180 B• 90 /42 /36 /- /218 BCDL: 5.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.020 N t - S 524 /253 /2,-. I- /- /4.0 Des Ld: 32.00 EXP:C HORZ(TL):-0.040 N - Wind reactions b..-don MWFRS NCBCLL:10.00 Mean Height:23.45 ft Code/Misc Criteria Creep Factor:1.5 Min: 'idth Req= 1.5 Soffit: 2.00 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.245 B in Brg Width Req= - Load Duration:1.25 BCDL:3.0 psf TPI Std: 2007 Max BC CSI: 0.544 S Min Brg Width Req= 1.5 Spacing:24.0" MWFRS Parallel Dist:0 to h/2 Rep Factors Used:Yes Max Web CSI:0.690 Bearings B,B,&S are a rigid surface. C&C Dist a:3.27 ft FT/RT:30(0y10(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 Additional Notes A B 25 0 K-L 275 0 Value Set:13B(Effective 6/1/2013) See DWGS S140 ENC100815&GBLLETI 10N 14 for B-C 286 -254 L-M 305 -17 C-D 263 -191 M-N 298 Top chord 2x4 SP#2:T3,T4 2x4 SP M-30: gable wind bracing requirements. -46 D-E 270 -179 N-O 282 -62 Bot chord 2x4 SP#2 The overall height of this truss excluding overhang is E-F 271 -153 0-P 271 -78 Webs 2x4 SP#3 5-9-10. F-G 272 -128 P-Q 240 -67 Lumber value set"13B"uses design values Top Chord overhang(s)may be field trimmed. G-H 275 -102 Q-R 406 -484 approved 1/30/2013 by ALSC H-I 276 77 R-S 586 -797 Bracing I-J 276 -50 S-T 25 0 J-K 279 -13 (a)Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. B-AF 319 -250 Z-Y 331 -253 Plates sized for a minimum of 4.00 sq.inJpiece. AF-AE 325 -251 Y-X 332 -253 AE-AD 326 -251 X-W 332 -253 Purlins AD-AC 327 -252 W-V 821 -390 In lieu of structural panels or rigid ceiling use purlins AC-AB 328 -252 V-U 411 195 to laterally brace chords as follows: AB-AA 329 -252 U-S 719 -436 Chord Spacing(in oc) Start(ft) End(ft) AA-Z 330 -253 TC 24 -1.46 33.92 BC 75 0.02 32.44 Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. Loading W-AG 640 -771 Al-AJ 571 -721 Gable end supports 8"max rake overhang.Top AG-AH 605 -738 AJ-Q 592 -338 AH-AI 589 -738 U-R 294 338 chord must not be cut or notched. Wind Maximum Gable Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Gables Tens.Comp. Gables Tens. Comp. member design. C-AF 190 -210 K-X 135 -88 D-AE 29 -29 L-W 158 -296 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 63070 Ply:1 SEQN:17438/T3/SY42 Christamtsis-Hamm ill Addition Qty: 1 FROM: DRW: FGE02 Wgt:100.8 lbs Page 2 of 2 ... / ... 03/04/16 G-AA 53 -75 O-S 52 -71 H-Y 53 -72 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 TECHNOLOGY PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17443/T7/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: FGE01 WO:86.8lbs ... / ... 03/04/16 A.F'+- 1'4"—I (TYP) ABA C D E F G H I J K L M T 3.81 _jN io ;_ 10'11 ...."'.* ....''''''>>.,'''''''Te• 0 qqZ Y X W V U T S R Q P 11112X 1112X44 14'5"8 1 I 14'5"8 I Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(ibis),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/de8 Li# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 K 999 360 AA 2 /1 /- /- /_ /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 K 999 240 O. 111 /- /- /- /- /169 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 0 - - AA Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):-0.000 0 - - AA Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AA&AA are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.081 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.019 Maximum Top Chord Forces Per Ply(lbs) 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 1 0 G-H 1 0 I:NA GCpi:NA Plate Type(s): B-C 1 0 H-I 1 0 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 1 0 I-J 1 0 Lumber End Vertical Attachment D-E 1 0 J-K 1 0 Value Set:138(Effective 6/1/2013) Attach notched end vertical(s)to next end vertical F-F 1 0 K-L 1 0 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or F-G 1 0 L-M 1 0 Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face:or(3)qty.16-Gauge,1" Maximum Bot Chord Forces Per Ply(lbs) Crown(minimum),1-1/2"length wire staples on each Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC M-Z 0 -1 U-T 0 -1 Additional NotesZ-Y 0 -1 T-S 0 -1 Bracing Y-X 0 -1 S-R 0 -1 See detail STRBRIBR1014 for bracing and bridging Sheathing is required for any longitudinal(drag) recommendations. X-W 0 -1 R-Q 0 -1 forces.All connections to be designed by the building W-V 0 -1 Q-P 0 -1 designer. Truss must be installed as shown with top chord up. V-U 0 1 P-0 0 -1 Fasten rated sheathing to one face of this frame. The overall height of this truss excluding overhang is 1-6-0. Plating Notes Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. All plates are 1X3 except as noted. AB-AA 0 -7 M-O 4 0 Plates sized for a minimum of 4.00 sq.inipiece. A-AA 4 0 O-N 0 -7 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Gable Forces Per Ply(lbs) to laterally brace chords as follows: Gables Tens.Comp. Gables Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) B-Z 0 -107 H-T 0 133 TC 24 0.25 14.21 BC 120 0.25 14.21 C-Y 0 -139 I-S 0 -134 Apply purlins to any chords above or below fillers D-X 0 -132 J-R 0 -132 at 24"OC unless shown otherwise above. E-W 0 -134 K-Q 0 -139 F-V 0 -133 L-P 0 -107 G-U 0 -133 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 6 CuPly:t2) SEQN:175141 T50/FLAT Christamts(-Hammill Addition : FROM: DRW: FG02 lbs ... / ... 03/04/16 2'4"7 4'3"10 6'4"10 8'3"13 10'8"4 1-' H 2'4"7 1'11"3 2'0"15 1'11"3 2'4"7 A 4X8 =4X5 IIIt.?,(4 IIIisX4 =4X5 =4XW IW2 — a o 'CI M i Q - � lot v L K J I H I\ / G I'I�X4 1113X4 I 2,07 =4X8 2'1"7 =4X5 2'4"7 =4X5 2'1"7 =_4X8 2'0"7 -- !. • 2'0"7 I 4'1"14 I 6'6"6 I 8'7"13 I 10'8"4 i Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria WriiimunfReactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Loc R /U` /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.072 C 999 60 L 2233 /- /- I- /- 18.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.112 C 999 0 M 2225 /- /- /- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.018 A - = --L Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.028 A - - M Min Brg Width Req= 1.5 SMean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings L&M are a rigid surface. Soffit: 10.00 9 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.398 Bearings L&M require a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.364 Top Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.540 MaximumidsTens.Comp.ToChord Chords Tens.y(IComp. C&C Dist a:NA ft FT/RT:30(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): A-B 0-1691 D-E 0 -2574 Wind Duration:NA WAVE VIEW Ver:15.02.O0C.1217.15 B-C 0-2574 E-F 0 -1690 C-D 0-2580 Lumber Purlins Value Set:13B(Effective 6/1/2013) In lieu of structural panels or rigid ceiling use purlins Maximum Bot Chord Forces Per Ply(lbs) Topchord 2x4 SP#2 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Chords Tens.Comp. Chords Tens. Comp. Webs2x4 2x6#3SP SS Dense TC 24 0.00 10.69 Webs SP#3:W2,W92x4SP#2: BC 120 0.00 10.69 L-K 9 0 I-H 1826 0 Lumber value set"13B'uses design values Apply purlins to any chords above or below fillers K-J 1826 0 H-G 9 0 approved 1/30/2013 by ALSC at 24"OC unless shown otherwise above. J-I 2580 0 Nailnote / The TC of this truss shall be braced with attached spans at 24"OC in lieu of structural sheathing. Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 3.50"o.c. A-L 0 -949 D-I 0 -45 Webs :1 Row @ 4"o.c. A-K 1912 0 I-E 884 0 Use equal spacing between rows and stagger nails K-B 0 -539 E-H 0 -539 in each row to avoid splitting. B-J 883 0 H-F 1912 0 J-C 0 -45 F-G 0 -948 Special Loads -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 plf at 0.00 to 50 plf at 10.69 BC-From 5 plf at 0.00 to 5 plf at 10.69 BC- 774 lb Conc.Load at 1.33,3.33,5.33.7.33 9.33 Plating Notes Plates sized for a minimum of 4.00 sq.inJpiece. 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray IMEIMICIN1 PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17512/T15/SY42 Christamtsis-Hammill Addition Qty: 2 FROM: DRW: F12 Wgt:61.6 lbs ... / ... 03/04/16 5'4"8 7'6"8 10'5" 5'4"8 2'2" I 2,10"8 -{ F I 2'6" I 2'6"12-I r i (TYP) III22X4 =iX4 III 11X3 =3X4 I111X3 T J ,r DT 3;8 v 111 ) F 10' =4X5 =3X3 1111X3 J I H G 4X5[9] 10'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.189 C 631 360 j 573 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.334 C 356 240 G 560 /- /- /- /- /8.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 B - - J Min Brg Width Req= Des Ld: 55.00 EXP:NA HORZ(TL):0.071 B - - G Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code 1 Mist Criteria Creep Factor:1.5 Bearing G is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Bearing G requires a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.870 Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.316 Maximum Top Chord Forces Per Ply(lbs) C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 3 0 C-D 0 -1031 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 B-C 0-1026 D-E 1 0 Lumber Additional Notes Value Set:13B(Effective 6/1/2013) See detail STRBRIBR1014 for bracing and bridging Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP M-30 recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Truss must be installed as shown with top chord up. J-I 870 0 H-G 1026 0 Webs 4x2 SP#3 The overall height of this truss excluding overhang is I-H 1031 0 Lumber value set"13B"uses design values 1-4-0. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord A-J 0 -119 H-D 125 0 No Size Shift Bite No Size Shift Bite J-B 0 -970 D-G 0 -1140 [9) 4X5 2.75 R 1.25 B-I 314 0 E-G 33 -99 I-C 40 -98 G-F 1 -10 j Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.00 10.17 BC 119 0.25 10.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others 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 Michael G Kozlowski Jeffrey P Ameson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17507/T52/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: F10 Wgt:22.4 lbs ... I ... 03/04/16 'S,"8 1-"I 210,8 f32i 2.10'8 4" I-3"I Z6"- 'I F3 1112X4 1111AB X3 3X3[3]= C TI G ; :fi.l II �I. Jli 1 - .. 10' =4X5 1111X3 \I E D F 1112X4 I- 35"8 1 Loading Criteria(psf) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.035 B 999 360 F 349 /_ /- /- /- /6.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.059 B 597 240 D 331 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 C - - F Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.022 C - - D Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.939 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.792 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.066 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 B-C 2 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 F-E 18 -2 E-D 0 -2 Top chord 4x2 SP#2 using(3)qty.10d box or(0.128"x3"min)gun nails,or Bot chord 4x2 SP#2 (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire Webs 4x2 SP#3 staples,through wide face;or(3)qty.16-Gauge,1' Maximum Web Forces Per Ply(lbs) Crown(minimum),1-1/2"length wire staples on each Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values narrow face. approved 1/30/2013 by ALSC G-F 0 -15 B-E 9 -290 Additional Notes A-F 0 -273 D-C 0 -10 Special Loads Truss must be installed as shown with top chord up. F-B 1 -20 C-D 0 -63 ----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) The overall height of this truss excluding overhangis TC-From 4 plf at 0.13 to 4 plf at 3.46 1-1-0. e9 9 BC-From 10 plf at 0.00 to 10 plf at 3.46 TC- 316 lb Conc.Load at 0.69,2.69 Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord No Size Shift Bite No Size Shift Bite 13) 3X3 1.25 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 0.25 3.46 BC 35 0.25 3.21 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers!Ties (J)Hanger Support Required,by others NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 APE X Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply.1 SEQN:174861 739/SY42 Christamtsis-Hammill Addition Qty: 2 FROM: DRW: F08 Wgt:40.6 lbs ... / ... 03/04/16 2'10"83'(q"4 5'10"12 2'10"8 162 2'10"8 3-I —2'6" -I F3 F1 (TYP) 3X3 IIIA 4 =3gX3C 1111X3 T u _ iE 8 p�� 9 O 10' 4X5 1111X3 1111X3 4X5 r 510 12 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DettCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Cl:NA CAT:NA PP Deflection in loc Udetl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.016 G 999 360 1 325 /- /- /- I- 1- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.026 G 999 240 F 311 I- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 F - - I Min Brg Width Req= - Des Ld: 55.00 EXP:NA HORZ(TL):0.004 F - - F Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearing F is a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.370 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.152 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.116 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 3 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -374 Wind Duration:NA WAVE VIEW Ver.15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 I-H 374 0 G-F 374 0 Bot chord 4x2 SP#2 H-G 374 0 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Purlins A-I 0 -130 C-F 0 -416 In lieu of structural panels or rigid ceiling use purlins I-B 0 -418 D-F 0 -107 to laterally brace chords as follows: B-H 50 0 F-E 0 -10 Chord Spacing(in oc) Start(ft) End(ft) G-C 49 0 TC 24 0.00 5.65 BC 65 0.25 5.65 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3-min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEAN:17481/T33/SY42 Christamtsis-Hammill Addition Qty: 2 FROM: DRW: F06 Wgt:32.2 lbs ... / ... 03/04/16 " f -I I- I 2'6"12 I 12"4 H 3X3 3A 1112BXC 1114 D E TI I 11------I-m---- 3 0 11,1„ 1 , 111. lo. ►_ = H 40X5 III 1E 3 II 2X4 A4.5'•8 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PIin PSF) DeWCSI Criteria ♦Maximum Reactions(lbs) TCLL: 60.00 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): 0.016 B 999 360 H 323 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.021 B 999 240 D 325 /- /- /- I- /3.5 ' BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 B - - H Min Brg Width Req= 1.5 Des Ld: 75.00 EXP:NA HORZ(TL):-0.002 B - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 Bearings H&D are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.540 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.091 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.193 Chords Tens.Comp. Chords Tens. Comp. C&C Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -300 C-D 0 -300 I:NA GCpi:NA Plate Type(s): B-C 0 -253 D-E 0 0 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 H-G 0 -1 G-F 0 0 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC I-H 0 -20 B-G 0 -396 Purlins A-H 0 -289 G-D 405 0 In lieu of structural panels or rigid ceiling use puffins A-G 333 0 D-F 8 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.25 4.46 BC 46 0.25 4.12 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. End Vertical Attachment Attach notched end vertical(s)to next end vertical using(3)qty.10d box or(0.128"x3"min)gun nails,or (5)qty. 15-Gauge,7/16"Crown,2-1/2"length wire staples,through wide face;or(3)qty.16-Gauge,1" Crown(minimum),1-1/2"length wire staples on each narrow face. Additional Notes Truss must be installed as shown with top chord up. The overall height of this truss excluding overhang is 1-4-0. NOTES: 1.This drawing is not sufficient alone for installation. Additional instructions accompanying this truss drawing,include BCSI 1-03, should be used in conjunction with the architectural plans during installation. 2.Apex Technology is a fictitious name owned by Jax Apex Technology Inc.,Florida Corporation. Florida Engineer Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 eP'E/C Michael G Kozlowski Jeffrey P Arneson Derek B Murray 3333033333 PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17449/T13/SY42 Christamtsis-Hammill Addition Qty: 7 FROM: DRW: F04 Wgt:85.4 lbs ... / ... 03/04/16 8' 9'1"2 14'5"10 F' 8' I 1'1"2 1 5'4"8 r}- -2'6" I- 2'6"12 I 2'6"12-{ I--2'6"12-{ FI (TYP) 1111p =fCS III LP =3<3 111 X3 = X5 III TII 3'a M—' -4I � io414%....„„,.....„ \--/ =4X5[5] 1111X3 =3X4 =3X8 010 ( K J I H 3X8 1- 14'5"10 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.170 D 984 360 L 783 /- /- /- /- /8.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.266 D 629 240 H 796 /- /- I- I- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - L Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.046 B - - H Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code f Misc Criteria Creep Factor:1.5 Bearing Lisa rigid surface. Soffit 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.720 Bearing L requires a seat plate. Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.936 Spacing:24.0" MW FRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.379 Maximum Top Chord Forces Per Ply(lbs) CBC Dist a:NA ft FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 D-E 0 -1882 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 B-C 0 -1861 E-F 0 -1870 Lumber Additional Notes C-D 0-1861 F-G 2 0 Value Set:13B(Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) Topchord 4x2 SP#2 STRBRIBR1014 for bracing and bridging recommendations. Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 1173 0 J-I 1:.:2 0 Lumber value set"13B"uses design values The overall height of this truss excluding overhang is K-J 1885 0 I-H 1178 0 approved 1/30/2013 by ALSC 1-6-0. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Lateral Chord JT Plate Lateral Chord M-L 0 10 D-J 26 140 ' No Size Shift Bite No Size Shift Bite 15] 4X5 2.25 L 1.25 A-L 0 -107 E-I 0 -265 L-B 0-1339 I-F 791 0 Purlins B-K 781 0 F-H 0 -1347 In lieu of structural panels or rigid ceiling use purlins C-K 0 -303 H-G 0 -15 to laterally brace chords as follows: K-0 191 -295 G-H 0 -116 Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 14.34 BC 120 0.13 14.09 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 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 APE X Business No.7547-4745 Sutton Park Court,Suite 402,Jacksonville,FL 32224-904.821.5200 Michael G Kozlowski Jeffrey P Arneson Derek B Murray PE No.60839 PE No.58544 PE No.71457 63070 Ply:1 SEQN:17445/T1/SY42 Christamtsis-Hammill Addition Qty: 1 FROM: DRW: F02 Wgt:85.4 lbs ... / ... 03/04/16 8' 9'1" 14'5"8 8' I 1,1„ 5,4„8 'I N- 2'6” I 2'6"12--I--2'6"12-I I---2'6"12--I I (TYP) 11112(3 =11(5 IIIe(3 =R(3 IIIXX3 =tX5 111e3 T ?'8 NI � �� � '_H 1 f O 10' �M =4X5[5] 1111X3 3X4= 3X8 L K J 13X8 I- 14'5"8 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl IA Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.169 D 989 360 M 783 /. /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.265 D 632 240 I 783 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.027 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL):0.045 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 are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.715 Load Duration:1.00 BCDL:NA psf TPI Std: 2007 Max BC CSI: 0.931 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" MWFRS Parallel Dist:NA Rep Factors Used:Yes Max Web CSI:0.378 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 -1880 I:NA GCpi:NA Plate Type(s): B-C 0 -1859 E-F 0 -1868 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0 -1859 F-G 1 0 Lumber Additional Notes Value Set:1313Effective 6/1/2013) +2x6 continuous strongback.See detail Maximum Bot Chord Forces Per Ply(lbs) 1313( STRBRIBR1014 for bracing and bridging Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#2 Bot chord 4x2 SP#2 recommendations. M-L 1172 0 K-J 1880 0 Webs 4x2 SP#3 Truss must be installed as shown with top chord up. L-K 1884 0 J-I 1178 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. Plate Shift Table JT Plate Lateral Chord JT Plate Lateral Chord N-M 0 -10 D-K 26 -140 No Size Shift Bite No Size Shift Bite A-M 0 -107 E-J 0 -264 (5] 4X5 2.25 L 1.25 M-B 0 -1339 J-F 789 0 B-L 780 0 F-I 0 -1345 Purlins C-L 0 -303 G-I 0 -108 In lieu of structural panels or rigid ceiling use purlins L-D 191 -295 I-H 0 -10 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 24 0.13 14.08 BC 120 0.13 14.08 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. 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Dx r.., m ; cn4' ; wrn cA w m0 • 1 m0 X f1Zl N X m N m O N 0 � N 0 O) m \ D Nl N� C� \ Co D p � D O -13 _ \\ m rn O - z � \ mz 1- O' 0 W71 • 0 D 0 0 r m D of n m D n F D m m m m C) W 07 z -< 0 Job#63070 BEARING INFORMATION QTY 1 SPAN DESCRIPTION 1 BRG# REACTION UPLIFT 2 316.01 0.00 1 03'05"08 F10 SY42 0.00/12 Pitch 1-Ply 1 348.58 0.00 2 331.34 0.00 1 10'05"00 F11 SY42 0.00/12 Pitch 1-Ply 1 929.15 0.00 2 947.19 0.00 2 10'05"00 F12 SY42 0.00/12 Pitch 1-Ply 1 573.15 0.00 2 560.18 0.00 1 14'05"08 FGE01 SY42GABL 0.00/12 Pitch 1-Ply 1 2.49 0.00 2 1566.18 0.00 1 18'07"00 FGE02 SY42GABL 0.00/12 Pitch 1-Ply 1 1141.28 370.00 2 34.65 6.00 1 14'00"14 FGE03 SY42GABL 0.00/12 Pitch 1-Ply 1 1523.02 0.00 Total of Trusses 155 Maximun Height 06'02"07 Page 3 of 3 • I B1Please always consult a Registered Design Professional. • STEPS TO SETTING TRUSSES RESTRAINT &BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 c LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 10'(3 m)or Diagonal bracing Repeal diagonal bracing NOTICE Refer to 15'(4.6 m)' every 15 truss spaces 30 a 0 1)Install ground bracing.2)Set first truss and attach securely to)ground bracing.3)Set next 4 /j (9.1 m)max. trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal SCSI-87*"for more � ��� o bracingsee below).5 Install web member plane diagonal bracingto stabilize the first five nformation. %_y%� �% trusse ((see below).6)Install bottom chord temporaryy lateral resaint and diagonal bracing(see �� ��� �r%i ��� ° below).7)Repeat process with groups of four trusseuntil all trusses are sett yea el resumen SCSI-B7*** �i��►.re?11u��;�"�� - � para mas information. 1 • :� o 1)Instal,!os arriostres det buena.2)Instate el primero truss y ate seguramente al arriostre de tiers. '�'+''_ 3 Instate los proximos 4 trusses con lesbiccidn lateral temporal de mtembro cotta(vea abajo).4) �� <2'o.c.,typ. ``L' ' Instate el arriostre diagonal de la cuerda superior(Yea abajo).5)Instale arriostre diagonal pars los Apply diagonal brace to vertical 8 pianos de los miembros secundarios para estabilice los primeros arca trusses(Yea abs ).6)Instal, webs at end of cantilever and at la restraa6n lateral temporal y arriostre dragonsl pars la cuerda Inferior(yea abajo).7 Repita este bearing lacatlons. All lateral restraints o procedimiento en grupos de cuatro trusses hasty que todos los trusses erten insta adds. a lapped at least two trusses. : NOTICE Refer to SCSI-82**•for more information. •Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords t 1 yea el resumen BCSI-B2***para más informacidn. and 15'(4.6 m)o.c.for 4x2 chords. ceg .. RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES RESTRICCI6N/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES INSTALLING - INSTALACION ??�� • out-of-Pear -80 Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress-graded lumber.Attach El Tolerances for Out-of-Plane. Outof-of Max.Bow Truss Length to each truss with at least 2-l0d(0.128x3"),2-12d(0.128x3.25")or 2-16d(0.131x3.5")nails. Tolerancias para Fuera-de-Plano. in= 0(m. 3/4" 12.5' $.� La madera 2x4 clasifcada per esfres es la madera minima utilizada para restriction lateral y arriostramiento di- Length-► Max.Bow ) (19 mm) (3.8 m) 3 agonal.Atarlas a cads braguero con al minima 2 davos 10d(0.128x3'),12d(0.128x3.25')o 16d(0.131x3.5'). 114 1' 718 14.6' $= 2 This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Max.a .-Length u {8 mm) (0.3 m) (22 mm) (4.5 m) g (PCTs).See top of next column for temporary restraint and bracing of PCTs. 112^ 2' 1" 18.7' - Este metodo de restricciOn y arriostre es pars todo trusses excepto trusses de cuerdas paralelas I- Max.Bow o (t3 mm) (0.6 m) (25 mm) (5.1 m) i (PCTs)3x2 y 4x2.Vea la parte superior de la columna para la restriction y arriostre temporal de PCTs. r----- T--� t 3!4" 3' 1-118" 18.8' q Length - d Plumb (19 mm) (0.9 m) (29 mm) (5.7 m) 5.'v 1)TOP CHORD-CUERDA SUPERIOR line 1" 4' 1-114" 20.8' -. -8. Truss Span Tolerances for (25 mm) (1.2 m .5 ) (32 mm) (6.3 m) f o Lon itud de Tramp Out-of-Plumb. 1-1/4" 5' 1-318" 22.9' t g Tolerancias pars D/50 max (32 mm) (1.5 m) (35 mm) (7.0 m) C Up[0 30' 1-112" 6' 1-112" 25.0' q 10'(3 m)o.c.max. Fuera-de-P/omada. (9.1 m) (38 mm) (1.8 m) (38 mm) (7.6 m) m 30'(9.1 m)- 1-3/4" 7' 1-314" 29.2' o, 45'(13.7 m) 8'(2.4 m)o.c.max. (45 mm) (2.1 m) (45 mm) (8.9 m) CONSTRUCTION LOADING 2' za' 2 233.3' CARGA DE CONSTRUCCION . 45'(13.7 m)- (51 mm) (52.4 m1 (51 mm) (10.1 m) 6'(1.8m)o.c.max. �f 60'(18.3 m) Q DO NOT proceed with construction until all lateral restraint and bracing is securely p and properly rl in place. Maximum Stack Height .g 60'(18.3 m)- 4'(1.2 m)O.C.max. for Material on Trusses 2 80'(24.4 m)* /t NO proceda con la construccidn hasty que todas las restric- ^o 'Consult a Registered Design Professional for trusses longer than 60'(18.3 m). _-I clones laterales y los arriostres sten colocados en forma Material Height *Consulte a un Professional Registrado de Disefo pars trusses mos de 60 pies. _.=-_:7---..._,----.:14, ....,` apropiada y Segund. Gypsum Board 12"(305 mm) g E 0 See BCSI-62•**for TCTLR options. ------7=7...27::;=r-Ills._ `�-�`� DO NOT exceed maximum stack heights.Refer to SCSI-B4*** _ ` Plywood or OSB 16^(406 mm) Vea el SCSI-62***pard las opt ones de TCTLR. --=...---,-...- \`\�� \�\�� for more information. o$ -:.-----.......:_•-•.--7-.``��```\V Asphalt Shingles 2 bundles ____`�` ` �`\` NO exceda las alturas maximas de montdn.Vea el resumen • NOTICE Refer to BCSI-B3*** -••.���\r SCSI-84***para mas information. Concrete Block 8'(203 mm) s£ for Gable End Frame restraint/bracing/ =--•►8,\%��\� clay rte 3-4 tiles h reinforcement information. : --=-J-•=7..... �`�� ��s'i�o- / _ * t3$ Para information sobre restrccidn/ ,i■�` ` `�\ TCTLRi►��l//I g E arriostre/refuerzo para Armazones 114111-;..b._ t Hastiales Yea el resumen SCSI-83•^* .iii ',. Note:Ground bracing not shown for clarity. . 10"or NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. •• ,� Truss attachment NUNCA apile los materiales cerca de un pica,a centro de la luz,en ,, y 2 Repeat diagonal braces for each set of 4 trusses, required at support s) cantilevers o aleros. I_I,',d $ Repita los arrisotres diagonales para cada grupo de 4 trusses. Section A-A e A v 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS DO NOT overload small groups or single trusses. g2 NO sobrecargue pequertos grupos o trusses individuales. g NOTICE LATERAL RESTRAINT&DIAGONAL BRACING ARE 0 Place loads over as many trusses as possible. z g VERY IMPORTANT Coloque las cargas sabre tantos trusses como sea posible. i/i 04p-- ILA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL El Position loads over load bearing walls. Coloque las cargas sabre las Paredes soportantes. , A. 14 SON MUY IMPORTANTES! �e Diagonal / •��T DUI splice reinforcement ALTERATIONS-ALTERACIONES 5v, • .S bracing \ ;••a, r�/1♦\Truss Member 2x CLR NOTICE g not shown for clarity. cit * Refer to BCSI-B5.*** Truss Matin P.6 ��`��\���i•*�� Vea el resumen BCSI-85.*** m� Web members .�\�4' '4".^,:i" ?J.`i I I `o a \ - 11x.*`�� `, DO NOT cut,after,or drill any structural member of a truss unless $o �44141r70- 1111:'.44.1:0" ��4:-441``�- specifically permitted by the truss design drawing. / w 1`i:) �` 0.0 IF NO torte,aRere o More nil un miembro estructural de un truss, o.0 _\' 41•.,- 4 a menos que este especificamente permitido en el dibujo del disen'o u \�.- oom del truss. • lopfri.....aggrom. .... . .....s.414.-till..._` .... chords centered medover Scabblocko centered over splice.Attach NOTICE Trusses that have been overloaded duringconstruction or altered without the Truss Man- _ Diagonal braces to CLR with minimum 8•16d ufacturer'sprior approval may render the Truss Manufacturer's limited warrantynull and void. m every 10 truss spaces (0.135145•)nails each side pp o 20'(6.1 m)max. of spice or as specified by the Trusses que se han sobrecargado durante la construccion o han sido alterados sin la autor- g,g 10'(3 m)-15'(4.6 m)max. Building Designer. izaci6n previa del Fabricante de Trusses,pueden pacer nulo y sin efecto la garantia limitada del =A Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricant,de Trusses. chord lateral restraint not shown for clarity. a "'Contact the Component Manufacturer r for moreInformation aconsulconsulta Registered Design Professbnal for assistance. o m 3)BOTTOM CHORD-CUERDA INFERIOR ..4 \\, ►TI To view a non-prinxng PDF of this document,visit sbdndustry.mmybl. nn Lateral Restraints-2x4x 12'or ``��`,I► A Truss NOTE:The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator(x applicable)are g 2 !' Member -2 greater lapped over two trusses . .' �� professionals with the capability to undertake the work they have agreed to do on any given greyed.If the contractor believes n needs E �� assisrence;n sane aspect of the mntruction project,it should seek assistance from a competent party.The methods and procedures 9 or CLR splice reinforce- 2'O p `' 1` ` `� Note:Some chord outl red n tris document are intended to ensure that the overall construction on IechNq e5 employed wit put the trusses into place SAFELY. �� �� and web members These recommendations for handling,installing,restraining and bracing trusses are based upon the collective experience of leading y men[. `�� ```` ` personnel invoked with truss design,manufacture and installation,but must,due to the nature of responsibilities involved,be presented 2 T Bottom .�`� '+� ��� not shown for only as a GUIDE for use by a qualified building designer or contractor.It is not intended that these recommendatxxn be interpreted as chords `�� �'�-- • clarity. superior to the building designees design specification for handling,instating,restraining and bracing trusses and it does not preclude the ii e `� `````� use of other equivalent methods for restramingibracing and providing stability for the walls,columns,floors,roofs and all the interrelated .12-.4;,-...0•744. ``` structural builidng components as detlenho.d Dy the contractor.Thus,SBCA and TPI expressly disclaim any responsibility for damages E ...72.........,„... .-........1,,...... e. ` arising from me use,application,a reliance on the recommendations and mfomnahon contained herein. C ' gill' `� Diagonal braces every 10 SBC - ,_ truss spaces 20'(6.1 m)max. Ass OUR)N aowtwu mnao< TRUSS PIATE INSTITUTE o 10'(3 m)-15'(4.6 m)max. 6300Enterprise7849 sbci austry.a•Madison, im 53719 216 N.LeelSt., 3.30120••tph VA 22314 ,n F :N x17 r•16 PARA EL MANEJO, INSTALACION, RESTRICCION Y ARRIOSTRE DE LOS TRUSSES anente complejo. Por favor, siempre consulte a un Profesional Registrado de Diseno. BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, I B1Spans over 60' may require complex permanent bracing GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que frequency or location of temporary lateral restraint identifqueiafrecuencia0localizauonderestriction lateral 1 GI DON'T overload the crane. and diagonal bracing.Follow the recommendations y arriostrediagonal temporales.Use las recomendaciones NO sobrecargue fa grua. for handling,installing and temporary restraining de manejo,lnstalacion,restriction yarrasfre temporal de and bracing of trusses.Refer to ItcSL-Guide to los trusses.Vea el folleto BLSL-Cuid de Buena Practka 0 NEVER use banding to lift a bundle. Good Practice for Handling.Installina.Restraining_ t•F • •e-,• 13•. ii,, pt.,,R,• SI •f &Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con Placas de Metal"*" NUNCA use las ataduras para levantar un paquete. j 'i I _ Taltcses-**for more detailed information. para information mas detallada. El A single lift point may be used for bundles of /A Truss Design Drawings may specify locations of Los dibujos de dise6o de los trusses pueden especificar top chord pitch trusses up to 45'(13.7 m)and /�" permanent lateral restraint or reinforcement for las localizations de restriction lateral permanente o parallel chord trusses up to 30'(9.1 m). , individual truss members. Refer to the SCSI- refuerzo en los miembros individuales del truss.Vea Is Use at least two lift points for bundles of top 53***for more information.All other permanent hoja resumen 13CSI-83'"para mas information. El chord pitch trusses up to 60'(18.3 m)and paral- A WARNING Do not over load supporting bracing design is the responsibility of the building resto de los disenos de arriostres permanentes son la lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. designer. responsabilidad del disenador del edifitio. three lift points for bundles of top chord pitch iADVERTENCIA!No sobrecargue la trusses>60'(18.3m)and parallel chord trusses estructura apoyada con el paquete de >45'(13.7 m). trusses. AWARNING The consequences of improper �_ Puede usar un solo lugar de levantar para pa- handling, Place truss bundles in stable erecting,installing,restraining1.111rposition. 9 9 ,4 T que[es de trusses de/a cuerda superior hasty 45' and bracing can result in a collapse of the a� INVy trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en una position structure,or worse,serious personal injury or — _-_ W Use per to menos dos puntos de levantar con astable. grdeath. l ii'^ Us pas do trusses de cuerda superior tar con nclada iADVERTENCIA!El resultado de un manejo, `� V hasta 60'Y trusses de cuerdas paralelas hasty levantamiento,instalacion,restriction y arrisotre S ii. * 45:Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada incorrect°puede ser la taida de la estructura O f c•- `' . mas de 60'y trusses de cuerdas paralelas may de 45: sun peor,heridos o muertos. y • .• A(-,..;,,,.,,,.Exercise care when remov- ti ,,- a a MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES ing banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES A damaging trusses and prevent injury.WearNT NOTICE Using a single pick-point at the peak can damage the truss. personal protective equipment for the eyes, / feet,hands and head when working with __rd► El use de un solo lugar en el pico para levantar puede 60'or less trusses. hater daAno a!truss. o UBlice cautela al quits las ataduevitar as \II II ,\ /a'`,� o los pedazos de metal de sujotar para evitar dano a los trusses y prevenir la herida personal. \ `.—\ Approx.1/2�. R Lleve el equipo protectrvo personal para°jos, A �.i- Tagline truss length pies,manos y cabeza cuando trabaja con c Use •s Utilise TRUSSES UP TO 30'(9.1 m) ,- trusses. special care in cuidado especial en TRUSSES HASTA 30 PIES windy weather or dias ventosos o cerca near power lines de cables electricos o Spreader ear Attach '�� and airports. de aeropuertos. Locate� �� Io'13 m) above or slider b 1 c.ma mxlheight - /� _ .ori ' / I ►� Spreader bar ir2 to Spreader bar 23 buss length —� I (� bar 2'3 to for truss • Tagline TRUSSES UP TO 60'(18.3 m) _.. Ir Spreader truss length -�I • TRUSSES HASTA 60 PIES Tagi.ne • i `, TRUSSES UP TO AND OVER 60'(18.3 m) HANDLING — MANEJO Q�• ��' � f TRUSSES HASTA V SOBRE 60 PIES --►1 .fie•� 1_' I 'f ii.(I RI Hold each truss in position with the erection equipment until top chord temporary lateral restraint NOTICE Avoid lateral bending. ��O is installed and the truss is fastened to the bearing points. Evite la flexion lateral. Z Use proper rig- Use equipo apropiado Sostenga cads truss en position con equipo de gala hasta que la restriction lateral temporal de la NOTICE The contractor is responsible for prop- ging and hoisting para levantar a cuerda superior este instalado y el truss esta asegurado en los soportes. erly receiving,unloading and storing the trusses equipment. improvisar. INSTALLATION OF SINGLE TRUSSES BY HAND at the jobsite.Unload trusses to smooth surface to prevent damage. RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES El contratisfa bene la responsabilidad de INDIVIDUALES POR LA MANO recibir,descargar y almacenar adecuadamente j -;5:- •si los trusses en la obra.Descargue los trusses en4, �' ~ `� Trusses 20' - "' '' i- 0 Trusses 30' •�'��,•,; la Tierra Tisa para prevenir el dano. (6.1 m)or I ,�-. (9.1 m)or ��/�/_� �y-"' ,�fl/E� less,support less,support at /f/ T �R�� /i - • r^'n'" near peak. quarter points. fI �, E i. fA • 4- _ Soporte Soporte de II • • imam, cerca al pico • — -- 1.4- — los cuartos G r ! I - los trusses .-Trusses up to 20' -IP-1 de tramo los ...4- Trusses up to 30'—4.1 I r ` " de 20 pies o I (6.1 m) trusses de 30 (9.1 m) •�'' ".�. •, 4''f'•. DO NOT store NO almacene menos• . Trusses hasty 20 pies pies o menos. Trusses hasty 30 pies TJ,e --. '_ .•- • unbraced bundles verticalmente los upright. trusses sueltos. V El Trusses may be unloaded directly on the ground TEMPORARY RESTRAINT & BRACING at the time of delivery or stored temporarily in ��,� contact with the ground after delivery.If trusses �w�;� Cali;. RESTRICCION V ARRIOSTRE TEMPORAL • are to be stored for more than one week,place • blocking of sufficient height beneath the stack NOTICE Refer to BCSI-B2*"*for more information. Top Chord Temporary of trusses at 8'(2.4 m)to 10'(3 m)on-center - -! ,h. Lateral Restraint (0.E.). Vea el resumen BCSI-82**"para mas information. ..�-�f*--/Lateral Los trusses pueden ser descar ados directamente > Locate round braces for first truss directly in line I 2x4 min. en el suelo en aquel moment°de entrega o 'xti .��� with allrowsof top chord temporary lateral restraint �1 I *UM �� /I P. �A <z ap almacenados temporalmente en contact°con el 14i p.. `"'.4. (see table in the next column). '� suelo despues de entrega.Si los trusses estaran �" `,, ,�� guardados para mas de una semana,p°nga _ - "" Coloque los arriostres de Berra para el primer `� bloqueando de a/tura suliciente detras de!a pila truss directamente en linea con cads una de las VBrace first de Ips trusses a 8 pasta 10 pies en centro(o.c.). DO NOT store on NO almacene en Berra filas de restriction lateral temporal de la cuerda m90° � truss El For trusses stored for more than one week,cover uneven ground. desigual. superior(yea la tabla en la proxima columns). securely bundles to protect from the environment. DO NOT walk on unbraced trusses. before Para trusses guardados per mas de una semana, �-ereouon o' cubra los paquetes pars protegerlos del ambjente. "III 0 NO Gamine en trusses sueltos. additional Refer to BCSI'*'for more detailed information __ 0 DO NOT stand on truss overhangs until trusses. �EI�''' � Structural Sheathing has been applied to pertaining to handling and jobsite storage of rte-- �r, trusses. 4tis � the truss and overhangs. . ii1 Vea el folleto 8097"""para information mas detal- -le'- - NO se pare en voladizos cerchas pasta '' ,.' \,_. IL, lads sobre el mane] almacenado de los trusses % \W / r Revestimiento estructural ha sido aplicado - Joy �� ala armadura y voladizos. en area de trabajo. • NADVERTENCIA I HOJA RESUMEN DE LA GUM DE BUENA PRACTIC Vanos más de 60 pies pueden requerir arriostre p STALLING, RESTRAINING AND BRACING OF TRUSSES 67 ..Please always consult a Registered Design Professional. STEPS TO SETTING TRUSSES RESTRAINT&BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES 10' 3 m)or E Diagonal bracing Repeat diagonal bracing s • NOTICE Refer to 15'54.6 m)• every 15 truss spaces 30' 0 1)Install ground bracing.2)Set first truss and attach securely to ground bracing.3)Set next 4 /moi (9.1 m)max. E trusses with short member temporary lateral restraint(see below).4)Install top chord diagonal NOTICE for more _���%� o bracing(see below).5 Install web member plane diagonal bracing to stabilize the first flue information. % ���j� m'; trusses(see below$.6)Install bottom chord temporary lateral restraint and diagonal bracing(see j j�� -�% e below).7)Repeat process with groups of four trusses until all trusses are set. Vea el resumen BCSI-B7*** �i tri j•..;-..1 lll_..-11111111,�� -�- a para más information, �111 1)Instale los arriostres de tierra.2)Instate el primero truss y ate seguremente al arriostre de tierra. v 3)Instate los proximos 4 trusses con restricddn lateral temporal de miembro collo(veld abajo).4) Instale el arriostre diagonal de la cuerda superior(veld abaft)).5)Instale arriostre diagonal pare los Apply diagonal brace to vertical N$ pianos de los miembros secundarios para a tabillce los primeros arum trusses(aba jo).6)Instate webs at end of cantilever and at la restriction lateral temporal y arriostre diagonal para la cuerda Inferior(veld abajo). epita este bearing locations. All lateral restraints ✓ • procedimiento en grupos de cuatro trusseshaste que todos los trusses esten instalados. -- -- at least two trusses. O£ NOTICE Refer to BCSI-82***for more Information. 'Top chord temporary lateral restraint spacing shall be 10'(3 m)o.c.max.for 3x2 chords �$ Vea el resumen BCSI-B2' *para mos information. and 15'(4.6 m)o.c.for 4x2 chords. ;F, RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES INSTALLING - INSTALACION "•6 RESTRICC1bN/ARR/OSTRE PARA TODOS PLANOS DE TRUSSES o 0 Minimum lumber used for lateral restraint and diagonal bracing is 2x4 stress-graded lumber.Attach 0 Tolerances for Out-of-Plane. Out-of Max.Bow Truss Length S'' to each truss with at least 2-10d(0.128x3"),2-12d(0.128x3.25")or 2-16d(0.131x3.5")nails. Tolerancias para Fuera-de-Plano. ~ La mailers 2x4 dasifcada por estres es la mailers minima utilizada para restriction lateral y aniostramiento di- Max.Boy, 0150 D(ft.) (1 a mm) (3.8 m) 2 agonal.Aterlas a cads Waguero con al minimo 2 claws 10d(0.128x3'),12d(0.118x3.25' o 16d(0.131x3.51. ��---Length -' 1/4- 1' 7/8" 14.6' 0 This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trussesM(J 8 �-Length < t (6 mm) (0.3 m) (22 mm) (4.5 m) (PCTs).See top of next column for temporary restraint and bracing of PCTs. 1/2" 2' 1 16.7' 0` Este metodo de restriction y arriostre es pare todo trusses excepto trusses de cuerdas paralelas MB'Box ci (13 mm) (0.6 m) (25 mm) (5.1 m) c (PCTs)3x2 y 4x2.Vea la parte superior de le columna pare la restriction y arriostre temporal de ACTS. . L 3/4" 3' 1-1/8" 18.8' 5. =_�-Length-►, y Plumb (19 mm) (0.9 m) (29 mm) (5.7 m) a A 1)TOP CHORD-CUERDA SUPERIOR a /line 1" 4' 1-114- 20.8' v o Tolerances for (25 mm) (1.2 m) (32 mm) (6.3 m) 4, Truss Span Top-Chord Temporary Lateral Restraint(TCTLR)Spacing Out-of-Plumb. 1-1/4' 5• 1-3/8- 22.9' o ngitud de Tramo Espaciamiento del Arriostre Temporal de la Cuerda Superior • Tolerancias pare p/50 max Nii (32 mm) (1.5 m) (35 mm) (TO m) Up to 30' 10'(3 m)o.c.max. Fuera-de-Plomada.• t-1/2 6 1-1/2" 25.0' X (9.1 m) (38 mm) (1.8 m) (38 mm) (7.6 m) m 1-3/4" T 1-3/4' 29.2' °cit 30'(9.1 m)- (45 mm) (45 mm) 6.9 m) r- 8'(2.4 m)o.c.max. (2.1 m) { >^ 45'(13.7 m) CONSTRUCTION LOADING 2" z8' 2•• x33.3' CARGA DE CONSTRUCCION mm) (x2.4 m) (51 mm) (10.1 m) ' 45'(13.7 m)- 6 (51ac'' 60'(18.3 m) (5) DO NOT proceed with construction until all lateral e o. 60'(18.3 m)- restraint and bracing is securely and properly in place. Maximum Stack Height =g 4'(1.2 m)o.c.max. for Material on Trusses :-..-1'15 15 80'(24.4 m)* / NO proceda con la construction hasty que todas las restric- =o *Consult a Registered Design Professional for trusses longer than 60'(t8.3 m). - - / • clones laterales y los arri0stres estén colocados err forma Material Height eT *Cptwlre a un Professional Registrado de DiserTO para trusses rnas de 60 pies. ----h:7-,7; _`�\` / apropiada y Segura. Gypsum Board 12'(305 mm) g E El See BCSI-B2***for TCTLR options. �``�� DO NOT exceed maximum stack heights.Refer to SCSI-B4*** Plywood = I ri -���� \` for more information, ywood or OSB 16"(406 mm) ` Vea el BCSI-B2***para las options de TCTLR. - �� r -i```�:```�� Asphalt Shingles 2 bounties o+y �� .� ` NO exceda las allures maximas de marcor.Vea el resumen NOTICE Refer to BCSI-83*** =...L-1,------__7.-- -71.14. ����;'���` BCSI-1340" mos Informal on. Concrete Block e"(203 mm) a for Gable End Frame restraint/bracing/ --C.----7-.. --=-7-' ``�\ \.--.‘- reinforcement � reinfor ement Information. :� �`\����'��` 1� � Clay Tile 3.4 tiles high s. .§-g I Para information sobre rrnazo on/ WI'1�� S`\��• TCTLR L_ ri(l}-li IA '\\.4, ,---•,-. 110i1,... o E arriostre/refuerzo para Armazones ',k `�� ' Hastiales veld N resumen SCSI-83'** , :•�' 2 E r Note:Ground bracing not shown for clarity. 10"or NEVER stack materials near a peak,at mid-span,on cantilevers or overhangs. •� '' Truss attachment NUNCA apile los materiales cerca de un pica,a centro de/a luz,enr G El Repeat diagonal braces for each set of 4 trusses, required at support s) cantilevers o aleros. Ig.IIVI Replta los arrisotres diagonales para cada grupo de 4 trusses. Section A-A s o m DO NOT overload small groups or single trusses. E 6. 2)WEB MEMBER PLANE-PLANO DE LOS MIEMBROS SECUNDARIOS NO sobrecargue pequenos grupos o trusses Individuales. 5 NOTICE LATERAL RESTRAINT&DIAGONAL BRACING ARE El Place loads over as many trusses as possible. -i-g' VERY IMPORTANT Coloque las cargas sobre cantos trusses tomo sea posible � I' Al. Ji►_, \/ - iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL El Position loads over load bearing walls. €$ . SON MUY IMPORTANTES! Diagonal Coloque las cargas sabre las Paredes soportentes. ``�, bracingCLR splicereinlorcemeni ;' r ALTERATIONS-ALTERACIONES A ��\\;.4 :: .� TrussMember le$ ,..„;.,0:11.,. ..."1.......7-. -- 2x CLR NOTICE Refer to BCSI-B5.'** Trussbracirgnetshownforclarity. a m _ .-� �:':•••� �` Vea el resumen BCSI-85.*** a08 ' Web members �-�\.;�:;;; '� `� I I c4 '44......-**• \��:::: �` �' DO NOT cut,alter,or drill any structural member of a truss unless - 8 o, .1 : i� + ;`��� `, specifically permitted by the truss design drawing. �' w `` _\\`�•*�' ``� NO carte,altere o perfore nim un miembro estnxtural de un teas „•'•�� ``� i �� a menos que este especificamente permitido en el dibujo del disc.3o 41.0:1!..... .�- ` Bottom del truss. v chords Minimum 2'2x Scab block o,n -iart"� centered over spkce.Attach NOTICE Trusses that have been overloaded during construction or altered without the Truss Man- g a Diagonal braces 10 CLR with minimum 8.164 ufacturer'swarranty every 10 truss spaces (0.135x3.5'1 nails each side prior approval may render the Truss Manufacturer's limited null and void. -.--. of splice or as specified by the 20'(6.1 m)max. Trusses que se han sobrecargado durance la construction o han sido alterados sin la autor- a 30'(3 m)-15'(4.6 m)max. Building Designer. izacion previa del Fabricante de Trusses,pueden hacer nulo y sin efecto la garantia limitada del =2 Same spacing as bottom Note:Some chord and web members SECTION A-A Fabricante de Trusses. chord lateral restraint not shown for darity. Coated the Component Manufacturer for more information or consult a Registered Design Professional for assistance. A 3)BOTTOM CHORD-CUERDA INFERIOR To view a non-printing PDP of this document,vtsE sbcndustrycom/bl. ns \, Truss cin Lateral Restraints-2x4x12'or ! `�I,....1 A Member NOTE:The toss manufactures and tons designer rely on the presumption that the contractor and crane operator(if applicable)are 2 2 greater lapped Over two trusses `� �``...**,..7',.... ...... professionals with the capability to undertake the work they have agreed to do on any qv.project.If the contractor believes it reeds £o �` assistance in some aspect Cl the constructon protect,it should seek assistance from a competent party.The methods and procedures Er 2 or CLR splice reinforce- ..,.....0.0.,...2"!•-••--..-.... Note:Some chord outlined MOUS document are intended to ensure that the overall construction techniques employed wit put the trusses into place SAFELY. �` ` These recommendations for handle install merit. • �� and web members g, ng,restraining and Ibr5 q t us a are oared upon the coaern a exper Brice pr edug .S o `��� ��` personnel Involved with truss design,manufacture and installation,but must,due to the nature of respo rnnree s involved,be presented ,,, Bottom �-�•'...o..._%,, ,, ` `� '��1•T•► not shown for only as a GUIDE for use by a qualified building designer or contractor.It is not intended that these recommendations be interpreted as P. ,d✓qj chords 0,7-•".. 414,701...---... 74.0...,, ' `` clarity. superor to the building designer's design speclhcaton for handling,installing,restraining and braong trusses and it does not preclude the P. �'' ty use of other equivalent methods for restrainntg(braong and providing stability for the walls,columns,doors,roofs and all the interrelated Tc ��`� ` ` �` stmctural bolding components as determined by the contractor.Thus,58CA and WI expressly disclaim any responsid�.ty for damages t mss.:semii.` `� E 41 �, \ ` ` arising from the use,application,or reliance on the recommendations and information contained herein. N Diagonal braces every 10 SBC g • ,�� ' truss spaces 20'(6.1 m)max. assdcioTioo wsathautaam TRUSS PLATE INSTITUTE i 10'(3 m)-15'(4.6 m)max. 6300 Enterprise Lane•Madison,WI 53719 218 N.Lee St.,Ste.312•Aotandria,VA 22314 u, 608-274.4849•sbcindustry.com 703-683.1010•tpind.org r PARA EL MANEJO, INSTALACION, RESTRICCION V ARRIOSTRE DE LOS TRUSSES • anente complejo. Por favor, siempre consulte a un Profesional Registrado de Diseno. B1 BCSI-B1 SUMMARY SHEET - GUIDE FOR HANDLING, I Spans over 60' may require complex permanent bracin r GENERAL NOTES NOTAS GENERALES HOISTING AND PLACEMENT OF TRUSS BUNDLES Trusses are not marked in any way to identify the Los trusses no estan marcados de ningun modo que RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES frequency or location of temporary lateral restraint identifique la frecuencia o localization de restriction lateral DON'T overload the crane. and diagonal bracing.Follow the recommendations y arriostre diagonal temporales.Use las recomendaciones for handling,installing and temporary restraining de manejo,instalacion,restriction y arriostre temporal de NO sobrecargue la grua. and bracing of trusses.Refer to @GSI-Guide to los trusses.Vea el Toilet°81,51-Guia de Buena Practica () NEVER use banding to lift a bundle. Good Practice for Handling.Installing.Restraining para el Maneio.Instalacion.Restriction vArriostre de los &Bracing of Metal Plate Connected Wood Trusses de Madera Conectados con Pfacas de Metal'** NUNCA use las ataduras para levantar un paquete. Iritssys***for more detailed information. para information max detallada. 2 A single lift point may be used for bundles of Truss Design Drawings may specify locations of Los dibujos de diseno de los trusses pueden especificar top chord pitch trusses up to 45'(13.7 m)and permanent lateral restraint or reinforcement for las localizations de restriction lateral pemlanente o parallel chord trusses up to 30'(9.1 m). individual truss members. Refer to the BCSI- refuerzo en los miembros individuates del truss. Vea la Use at least two lift points for bundles of top B3'..i for more information.All other permanent hop resumen BC57-83”.para más information. El chord pitch trusses up to 60'(18.3 m)and paras- A'.IARNING Do not over load supporting bracing design is the responsibility of the building resto de los disenos de arriostres permanentes son la lel chord trusses up to 45'(13.7 m).Use at least structure with truss bundle. designer. responsabilhdad del disenador del edificio. three lift points for bundles of top chord pitch la trusses>60'(18.3m)and parallel chord trusses e4DVERa apoyada .Non elpaquetee d >45'(13.7 m). a uses.2 apoyada con el de A WARNING The consequences of improper trusses. pa- handling,erecting,installing,restrainingPuede user un solo sugar de levantar para 9 9 s ,, ,--7711111111111111F 0 Place truss bundles in stable position. and bracing can result in a collapse of the �; quetes de trusses de!a cuerda superior hasta 45' structure,or worse,serious personal injury or y trusses de cuerdas paralelas de 30'o menos. este paquetes de trusses en una position W death. : . Use por to menos dos puntos de levantar con estable. 1 grupos de trusses de cuerda superior inclinada iADVERTENCIAI El resultado de un manejo, hasta 60'y trusses de cuerdas paralelas hasta levantamiento,instalacion,restriction y arrisotre ! (! 45'Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada incorrecto puede ser la caida de la estructura o r s.� .-` �' mas de 60'y trusses de cuerdas paralelas mas de 45' aim peor,heridos o muertos. 8_�` i `w_ © Exercise care whenremov- '-+ ., •• * MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES ng banding and handling trusses to avoid RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES A damaging trusses and prevent injury.Wear personal protective equipment for the eyes, ` f ��� Using a single pick-point at the peak can damage the truss. 41. feet,hands and head when working with . El use de un solo luger en el pito para levantar puede trusses. T,�. hacer data al truss. 60'or less Yo los Ude cautelae al sijetarrs ataevitar ,` / �,�-a, o los pedazos de metal de su'etar para evitar R dano a los trusses y prevenir la bends personal. Lleve el equipo protectivopersonalpara ojos, Approx.72_� 1 r �� �.-`-.�` truss length pies,mans cabeza cuando trabaja con A"^T A Use Niaii,^,- L.ct Utilice Tagline y TRUSSES UP TO 30'(9.1 m) . trusses. special care in cuidado especial en TRUSSES CASTS 30 PIES windy weather or dias ventosos o cerca • near power lines de cables electricos o Attach • ,�//,/� and airports. de aeropuertos. uboveOCate Spreader bar to(a ml /-/I/ � above Or S6ffeack s.c.max. Nmi0.hel9h Spreader bar I I_ Spreader bar,/z to y /1`-7 % 1►/\ Ta hne f� 2/3 truss length for truss 7 TRUSSES UP TO 60'(18.3 m) ~ Spreader puss length —�I * TRUSSES CASTS 60 PIES Tagline HANDLING — MANEJO �'ppw. N .' TRUSSES HASTAES UP TO Y SOBRE 60'OVER PI Sm' NOTICE .1:::E1&I RI Hold each truss in position with the erection equipment until top chord temporary lateral restraint Avoid lateral bending. • 0 is installed and the truss is fastened to the bearing points. Evite la llexion lateral. NOTICE 2 Use proper rig- Use equipo apropiado Sostenga cada truss en position con equipo de gala hasta que la restriction lateral temporal de la The contractor is responsible for prop- ging and hoisting para levantar e cuerda superior este instalado y el truss este asegurado en los soportes. erly receiving,unloading and storing the trusses equipment. improvises at the jobsite.Unload trusses to smooth surface INSTALLATION OF SINGLE TRUSSES BY HAND N to prevent damage. RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES El contratista tiene!a responsabilidad de INDIVIDUALES POR LA MA NO recibir,descargar y almacenar adecuadamente '7------ i•-• "'� �` los trusses en la obra.Descargue los trusses en L• . - la tierra liso para prevenir el dano. .iii ✓ 2 Trusses 20' - t - 2 Trusses 30' -- '41 (6.1 m)or - ., -- (9.1 in)or ���____,.. „H_____71-1\A___ Allow j less,support i" less,support at \ � l ■ i ,t , rr S® near peak. quarter points.• '1 Fliti II G • j S cerca • l o cuerorte de 11 11 �' , d (! _ te al pim los cuartos II II s ` �t' los trusses F Trusses up to 20' >I de tramo los I..TruSSeS up to 30' .c •- '� de 20 pies o trusses de 30 .-• (6.1 m) (9.1 m) .w* ;�••",-; rt,'•: DO NOT store NO almacene menos. Trusses hasta 20 pies pies o menos. Trusses hasta 30 pies ' .":•fir•o. •.z. .Q� " • unbraced bundles verticalmente los ' 2 Trusses maybe unloaded directly on the round upright. trusses sueltos. g TEMPORARY RESTRAINT BE BRACING at the time of delivery or stored temporarily in contact with the ground after delivery.If trusses •.. RESTRICCION Y ARRIOSTRE TEMPORAL • are to be stored for more than one week,place blocking of sufficient height beneath the stack \.7.<.,` NOTICE Refer to BCSI-B2***for more information. Top Chord of trusses at 8'(2.4 m)to 10'(3 m)on-center Temporary (o.c.). 5tii _ • Vea el resumen BCSI-82***para más information. Lateral Restraint Los trusses pueden ser descargados directamente 1 , I � ' b, , (x4 min. en el suelo en ague!momenta da os dentrirectarnente o x Locate ground braces for firstetruss directly intline 2x4 min. with all rows of top chord temporary lateral restraint , sueloalmaenadosdespue de entrega.Siento contac[o con el Ilk 0. (see table in the next column). ,., 4k,�, ,,� suelo despues de entrega. i los trusses estaran _ ) / guardados para mas de una semana,ponga Coloque los arriostres de tierra para el primer / `� illo 5 2'o.c.,typ. bloqueando de altura suficiente detras de la pile �x-- truss directamente en linea con cada uta de las C r �\• de los trusses a 8 hasta 10 pies en centro(o.c.). DO NOT store on NO almacene en TierraBrace first bias de restriction lateral temporal de la cuerda =90 G For trusses stored for more than one week,cover uneven ground. desigual. superior(yea la tabla en la proxima columna). % / truss bundles to protect from the environment. Securely Para trussesguardados ' Ill (S) DO NOT walk on unbraced trusses. before par mas de una semana, erection of cubra los paquetes para protegerfos del ambience. NO Gamine en trusses sueltos. f—additional Refer to BC$1***for more detailed information `""° `ti 0 DO NOT stand on truss overhangs until lNSseS. pertaining to handling and jobsite storage of � Structural Sheathing has been applied to trusses. 4C the truss and overhangs. S Vea el folleto BCS1*•*pars rs information mas detal- NO se pare en voladizos cerchas hasty l+ Lada sobre el manejo y almacenado de los trusses 4 la. Revestimiento estructural ha sido aplicado en area de trabajo. ...••••• a!a armadura y voladizos. ADVERTENCIA' HOJA RESUMEN DE LA GUM DE BUENA PRACTIC Vanos mas de 60 pies pueden requerir arriostre pe