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HomeMy WebLinkAboutTrussJQ'i Number. 91191 Ply: 2 SEQN: 26410 / T2 / HIPM J m&A CONSTRUCTION /JURADOICOD 1KCD Qty: 1 FROM: I DRW- Truss Label: Al Wgt: 663.6 Ibs I ... / ... 05/22/2020 2 Complete Trusses Required 7- + 39 12 r.8X8 _10X10 =110 5 C D @ E0X fE 10XI0 _=F 1`0 T1 �4X4(A3) B W2 W2 W2 =AYAIAII lr P 0 B1 N M K J 1r2X4 =5X6=I­11010 3X4 ­H1010=-3X8 QX10 M5X14 46' Loading Criteria (pso Wind Criteria Snow Criteria (Pg, Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT- NA PP Deflection in loc Udell U# . Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf. NA Ce: NA VERT(LL): 0.481 L 9.99 3PO Lor R* I R- /Rh /Rw /U IRL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(rL): 0.914 L '602 '240 'P 3555 A /2045 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.073 H - - - H 3585 11998 EXP: D Des Ld: 37.00 HORZ(TL): 0.139 H - Wind reactions based on MWFRS NCBCLL: O.GO Mean Height: 15.00 ft. Code I Misc Criteria Creep Factor: 2.0 P Brg Width = 8.0 .1Mid,'Ripq­,= 1.5 TCDL: �1.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.638 Soffit: 0.00 BCDL: 6.0 - H Brg Width = - . Min,Req , psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.382' Bearing P is a rigid surface. Spacing: 24.0 C&C Dist a: 4.60 ft Rep Factors Used: No Max YVeb CSI: 0.787 Maximum Top Chord Forces P - ef Ply-(Ibs) Loc. from endwall: NA Fr/RT:20(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords* . Tens. _Comp: GCpi: 0.18 Plate Type(s): A-B 22 -22 D-E 4117 -7590 Wind Duration: 1.60 WAVE, HS VIEW Ver18.02.01A.0205.19 JB-C 2364 -4286 E-F 3607 -6670 Lumber Additional Notes C-D 3116 -58M F-G 1494 -2902 Value Set: 13B (Effective 611/2013) WARNING: Fumish a copy of this DWG to the Top chord 2x8 SP 2400f-2.OE :T1 2x4 SP #2: installation contractor. Special care must be taken Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x8 SP 2400f-2.0E during handling, shipping and installation of trusses. Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #2 See "WARNING" note below. B-0 3953 -2170 L-K 7598 -4334 Lumber value set `1313" uses design values Provide hanger or special connection at right end of O-N 3810 -2152 K-J 7598 -4334 approved 1/30/2013 by ALSC truss for 3585 Ibs. N-M 7255 -4171 J-1 5340 -3115 M-L 7255 -4171 I-H 10 -8 Nailnote Nail Schedule:0.1491x3.25", min. nails Maximum Web Forces Per Ply (Ibs) Top Chord: 1 Row @12.00" o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. O-C 225 -28 E-J 828 -105t Use equal spacing between rows and stagger nails C-N 2283 -1103 J-F 1516 -561 in each row to avoid splitting. N-D I206 -1658 F-I 1848 -2779 Loading D-L 382 0 I-G 3253 -1672 L-E 247 -9 G-H 1003 -1734 #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 2-0-0 overhang. End jacks have 7-" setback with 0-0-0 cant and 2-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Purfins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to windipressure— r. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CON -TRACTORS INCLUDING THE INSTALLERS i Trusses require extreme care in fabricating, handlinp, shi installing and bracing. Refer to and follow the latest edition of Component Safety. Information by TPI c Te� to these functions. Installers B(,*§I'(Building temporary an c, practices pHor performing shall provide bracing per BCS1. Unless noted o herwise,top chord shall have property attached structural sheattIin a and bottom chord shall have a proger.1y rigid Locations for attache, ceding shown lateral restrain( 6f webs shall have bracin q in ailed per BCSI sections as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. B3 B7 or 10, ' Refe, to TEEL OR WOO?e T to drawings 160A-Z for standard plate positions. AMBER RQOF_ R-FLOOR TRUSSES Alpine, a division of ITW Buildin,�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 , CO . M MERGE CENTER DRIVE truss in conformance ANSI PI 1, or for handling sh' * installation and bracing of trusses. A seal an this dravvin r cover bracinge uF9n1naVJpqineeriq yvfth 1i this drawing, indicates acceptance of s I 1 st,n professres on solely for the design shown.(3 and Ose of this is Ke 91 for the ANSI1TPI 1 S 2. pagSEBPJNG'FL33870 The s I bilit (60)3�8242 _y rawing any structure responsibility of uildi gDesig% 1 er per For more information see this lob's -general notes page and these web sites: ALPINE: ustrycom [CC, e. orm"A Job Number. 91191 Ply: 1 SEQN. 26359 / T68 / HIPS /N&A CONSTRUCTION MURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A2 Wgt: 254.8 Ibs .. / ... 05/22/2020 36'5-1/4' 2 D T2 E 6 T2 F 6 T2 G 6 T3 5 =6X6H T7 CX4 O T TZZ W3 W3 W3 (a) (a) ZZ W4 � =-3X8(A1) B ��r If A B2 B3 I 1 B1 �4X4 —H0510 =3X4 =H0510 3X5 —5X6 SEAT PLATE REQ r 46' Loading Criteria (pat) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Well L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.471 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(rL): 0.875 M 628 240 B 1851 /- /- /1172 /1096 /285 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.111 1 - - 1 1720 /- /- /840 1985 /- Des Ld: 37.00 EXP: D HORZ(TL): 0.207 I - - Wind reactions based on MWFRS Mean Height:15.00 It Code NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 B Width = 8.0 Min Re = 1.5 r9 q - Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.780 1 Brg Width = - Min Req = - Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.578 Bearing B is a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.891 Loc. from endwall: not in 6.50 It FT/RT:20(0)/10(0) Mfg Speed Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 A - B 44 0 E - F 3838 -5272 Lumber B-C 2827 -3804 F-G 3259 -4513 Value Set: 13B (Effective 611/2013) C - D 2765 -3676 G - H 1402 -2006 D - E 3209 -4312 Top chord 2x6 SP #2 :T1 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 :W4 2x6 SP #2: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - P 3451 -2808 M - L 5187 -3896 P - O 3286 -2602 L - K 5187 -3896 Bracing O - N 5132 -3923 K- J 3608 -2760 (a) 1x4 #2 SYP,HF,OR SPF 'T' reinforcement. 80% N - M 5132 -3923 J -1 42 -47 length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6' OC. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non -concurrent C - P 250 -117 F - K 820 -868 live load. P - D 271 -90 K - G 1166 -643 D - O 1326 -824 G - J 1750 -2064 Purlins O-E 958 -1057 J-H 2443 -1685 In lieu of rigid ceiling provide lateral bracing to brace E - M 329 -88 H -1 1281 -1684 BC @ 24" OC M - F 268 -51 Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shi Inca, installing.and bracing. Refer to and follow the latest edition of BCSI (Building Corral Safety. Information by TPI SBCA) y onent and toy safPe practices pnor to performing these functions. Installers shall provide tempos brad�g per BCSI • Unless notes olhe top chord shall have properly attached structural sheathin and bottom chord shall have a pro ryrly attachetl rigid celfmg Locations sho w permanent lateral restraint of webs shall have bracinc.(LLin ailed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. Apply lates to each face, of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to drawings 16DA-Z for s�andard plate positions. WOOD STEEL oR T1MBt_R ROOF bR FLOOR TRUSSES Alpine, a division of ITW BuildinWmponents Group Inc. shall not be responsible for any deviation from this drawin ,any failure to build the 3670 COMMERCE CENTER DRIVE truss in onforma ce with ANSI/TPI 1, or for handlin shi to ,installation and bracin of trusses.A seal on this 9rawmq or cover page sEBRING, FL 33870 listing this drawing, indicates acceptance of prdfess��na� en ineering respongibility solely for the design showh. yawing The sUitdbllity (86'3)385-8242 and rise of this for any structure is the responsibillwof the building Designer per ANSI) TPI 1 Sq .2. For more information see thislob's-general notes page and these web ales: ALPINE: aI ' e' •TPI: SBC.A: ICC: Job Number: 91191 1 Ply: 1 SEQN: 26360 / T70 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A3 Wgt: 2352 Ibs .. / ... 05/22/2020 i ill + 32'5-1 /4" ga5X6 O =5X6 O =5X6 O =5X6 O =5X6 D T2 E T2 F T2 G T2 H 12 T3 OI T5 � m2x4 T T1 W W W - 82X4C (a) io m =3X8(A1) B W3 W3 W3 W3 a� Wl W4 0 r cn rn A B1 Q P 0-344 02 N M L B2 K — J =3X4 =H0308 =3X4 MH0308m3X4 =4X6 SEAT PLATE REQ. � 46' ' [lll-2'—{ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PF in PSF, TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: Ni TCDL: 7.00 Speed: 159 mph PF. NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP M-31 :T1, T3 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113'k2.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.352 N 999 360 VERT( Q: 0.653 N 842 240 HORZ(LL): 0.096 J - - HORZ(TL): 0.178 J - - Creep Factor: 2.0 Max TC CSI: 0.750 Max BC CSI: 0.482 Max Web CSI: 0.850 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 1851 /- /- /1204 /1097 /272 J 1720 /- A 1843 11015 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 J Big Width =- Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 3203 -4241 B - C 2906 -3833 F - G 2807 -3705 C - D 2640 - 3558 G - H 1589 -2069 D - E 2867 -3709 H - I 60 -35 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 3489 -2852 N - M 4161 -3129 Q - P 3109 -2424 M - L 4161 -3129 P - O 3109 -2424 L - K 3108 -2373 O-N 4176-3172 K-J 889 -694 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 440 -288 F - L 637 -692 Q - D 367 -78 L - G 907 -510 D - O 910 -566 G - K 1338 -1575 O - E 652 - 708 K - H 1789 -1208 E - N 218 - 72 H - J 1426 -1820 N-F 225 -42 I-J 128 -76 SCOSTA CORPORATION ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRIVE or cover ge, SEBRING, FL 33870 1 . The sijftability (863)385-8242 ITruss CONSTRUCTION /JURADO/COD /KCD abel: A4 I Wgt 1I Ibs FROM: 26361 / T69 /HIPS I DRW / 05/22/2020 Job Number. 91191 Ply: i 13 i 295-1/4' 4'6-3/4" --{ a95X6 =5X6 -5X6 -5X6 D T3 E T3 F T3 G 12 T2 T4 T 5 p W W ()n ,05X6 C a io zo T1 W4 W4 W4 fb) W3 W2 W5 0 3X8(A1) B zo A 4X5_ P B1 3 N M B2 L 0 ,1� — I /2X4 �3X4 �HD308 -3X4 =3X4 =H0308 q6 SEAT PLATE REQ. �-2'-� Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 4.60 it Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T3 2x4 SP M31: Bot chord 2x4 SP M31 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a)1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. (b) 2x4 #3 or better "T' reinforcement. 80% length of web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace SC @ 24" OC Wind Right end vertical not exposed to wind pressure. 46' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.286 E 999 360 VERT(TL): 0.531 E 999 240 HORZ(LL): 0.0851 - - HORZ(TL): 0.158 1 - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.794 TPI Sid: 2014 Max BC CSI: 0.544 Rep Factors Used: Yes Max Web CSI: 0.987 HT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE, HS VIEW Ver. 18.02.01A. Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. 0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1848 A A /1231 /715 284 1 1720 /- /- /870 /740 A Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 1 Brg Width = - Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 2722 -3482 B - C 2671 -3739 F - G 1828 -2300 C - D 2710 -3572 G - H 114 -68 D - E 2660 -3384 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 3394 -2603 M - L 3659 -2777 P - O 3433 -2721 L - K 3144 -2411 O - N 2943 - 2290 K - J 3144 -2411 N - M 2943 -2290 J -1 1275 -1002 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 204 -58 L - F 539 -210 C - O 388 -280 F - J 1157 -1288 O - D 505 -264 J - G 1562 -991 D - M 673 -334 G - I 1648 -1962 M-E 487 -420 H-I 237 -13B E - L 357 -271 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingg hand lin shi pin installing'and bracing. Refeir and follow the latest edition of BCSI (Building Safety Information b TPI and'SBCA) for sateiy practices poor to performing these functions Installers shall provide tempos BCSI. Unless notes ohervvise,top chord shall have properly attached structural sheathin and bottom chord shall have a prop er ly id cetlinAq. Locations shown forpermanent lateral restraint of webs shall have bracincLrnsalled per. BCSI sections 63, B7 or B70, AppTy plates to each face_ of truss and position as. above and on the JoinfgDetails, unless noted otherwise. Defer to Of 1pi 1,ortor n r accetance any structure failure to build the 3670 COMMERCE CENTER or cover e. SEBRING, FL 33870 If . The s I bllity (863)385-8242 Job Number 91191 Ply: SEQN: /N&A CONSTRUCTION /JURADO/COD /KCD I Qt t '253.4 Ibs I FROM; 26362 / T56 /HIPS DRW/ 05/22/2020 Truss Label: AS f 15' 24'5-1 /4" 1 &6-3/4" --{ vD 6 E6 T3 =F 6 O sG 6 12 T2 T4 T T 5 � W W W W H %4X6 go5X6 C (a) `9 T1 W4 W4 W4 W3 W `r° =3X8(A1) B W2 W6 T M A Q B1 P O N 02 M L K B2 J I �2X4 =3X4=H0308 =3X4 =3X4 =H0308 =4X4 =4X5 SEAT PLATE REQ. ' 46' �-2'—{ Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N1 TCDL: 7.00 Speed: 159 mph IRE NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 :T2 2x4 SP M-31: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Bracing (a)1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Puriins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): 0.257 N 999 360 VERT(TL): 0.478 N 999 240 HORZ(LL): 0.077 1 - - HORZ(TL): 0.143 1 - - Creep Factor: 2.0 Max TC CSI: 0.900 Max BC CSI: 0.441 Max Web CSI: 0.961 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1848 /- /- 11253 /711 /323 I . 1720 /- A /893 /681 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 1 Brg Width = - Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 2428 -3019 B - C 2644 -3799 F - G 1846 -2220 C - D 2504 -3316 G - H 956 -1225 D - E 2448 -3018 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 3447 -2572 M - L 2767 -2083 Q - P 3404 -2697 L - K 2767 -2083 P - O 2778 -2118 K - J 1570 -1203 O-N 2778 -2118 J-1 12 -20 N - M 3163 -2372 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q- C 260 0 M- F 468 -207 C - P 553 -486 F - K 855 -1006 P - D 494 -224 K - G 1195 -753 D - N 442 -225 G - J 957 -1104 N - E 337 -266 J - H 1533 -1087 E - M 326 -265 H -1 1374 -1700 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme pre in fabripting handlin , shi ing, installing,and bracing. Referto and followthe latest edition of BCSI (Building Safety Information b TPI and SBCA) for sate y practices poor to performing these functions. Installers shall provide temporary BCSi. Unless noted oherwise,top chord shall have properly ttached structural sheathingp and bottom chord shall have a pro rly iid ceiling. Loptions shown torpermanent lateral restraint of�webs shall have bracing mslalled per BCSI sections 63, B7 or 10, SCOSTA CORPORATION e. AppTy plate. to each face, of truss and position as shown above and on the JOinfgDetails, unless noted otherwise. f7efer to WOOD STEEL oR TIMBER 60A Z for standard plate positlo s. ROOF bR FLOOR TRUSSES of ivi i,ortor n r acce tance any structure failure to build the 3670 COMMERCE CENTER DW Aor cover Cale SEBRING. FL 33870 . The s t bility (863)385-8242 /N&A CO STRUCTION /JURADO/COD /KCD I Qtyt '239.4 Ibs FROM; 26363 / T76 /HIPS DRW/ OS/22/2020 Truss Label: A6 1T i 275-1/4" i 8'6-3/4" �{ SEAT PLATE REQ. SEAT PLATE REQ. —1Z4„ n,8„ �-z i 173-1/2" + 33'8-1/Z' 46 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N) TCDL: 7.00 Speed: 159 mph Pr: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.00 It NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M-31 :T1, T2 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113'k2.5",min.)nails @ 5' OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 11 X6 TTT 1Y0.318' 1y} (o N SEAT PLATE REQ. Defl/CSI Criteria ♦Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.102 G 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.189 G 999 240 B 556 P A /426 /176 /362 HORZ(LL): 0.027 J - - R 1762 /- A /1139 /744 A HORZ(TL): 0.054 J - - T 1267 /- A 1770 /433 A Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.705 B Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.822 R Big Width = 8.0 Min Req = 2.1 Max Web CSI: 0.925 T Big Width = 8.0 Min Req = 1.5 Bearings B, R, & Tare a rigid surface. Mfg Speed Camber. Bearings B, R, & T require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 1289 -1520 B - C 228 -585 F - G 1695 -2042 C-D 223 -173 G-H 1613 -1914 D - E 179 -97 H - I 1079 -1484 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I a division of any 3srraim or wens snap nave Dracin msranea per es as shown above and on the Join etails, unless Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 486 -312 N - M 2091 -1501 S - R 481 -315 M - L 2091 -1501 Q - P 1024 - 721 L - K 1630 -1222 P - O 1022 -721 K- J 49 -79 O-N 1914 -1371 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S- C 276 0 F- N 254 -86 C-R 406 -583 N-G 171 -91 R - Q 1185 -1463 G - L 324 -321 D-Q 432 -284 ' L-H 514 -211 Q - E 1103 -1544 H - K 543 -494 E - O 902 -533 K -1 1343 -841 O - F 675 -717 I - J ' 1015 -1248 of failure to build the 3670 COMMERCE CENTER ig or cover page_ , SEBRING, FL 33870 /n. The suitability (863)385-8242 Job Number: 91191 Ply: 1 I SEQN: 26364 / T72 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A7 Wgt: 247.8 Ibs .. / ... 05/22/2020 19 195-1/4" 10'6-W' o5x6 =5x6 �5X6 E O F T3 G 12 T2 W W T4 5 03X6D e3X6 W6 W6 W5 I DI g5X6C W3 W4 W9 T1 W1 W2 O O No 4 63 M L K B3 =6 JT �3A (A1) B 3X4 =1-10308 A4 =3X6 =3X4 B1 S a6XG inovn I 2X4 - N SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. i 124" i 338" �-2 i 173-1/2' i 338-1/2" 46' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph PF NA Ce: NA VERT(LL): 0.091 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.170 F 999 240 B 549 A A /398 /176 /401 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.023 J - - R 1788 P /- /1195 /753 A EXP: D Des Ld: 37.00 HORZ : 0.045 J - - iTL) T 1260 P P /792 /J86 A Mean Height:15.00 ft NCBCLL: 10.00 Code ! Mlsc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.0 psf Soffit: 0.00 BCDL:6.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.780 9 B Big Width = 8.0 Min Req = 1.5' p Load Duration:1.25 MWFRS Parallel Dist: h to 2h : ax : . TPI Std2014 Max CSI0799 R Big Width = 8.0 Min Req = .1 T Big Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.678 Bearings B, R, & T are rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:200 110(0) Mfg Specked Camber. () Bearings B, R, $ T require a seat plate. GCp!: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 E - F 1-1522 Value Set: 13B (Effective 6/112013) B-C 178 -569 F-G 1501 501 -1730730 Top chord 2x4 SP #2 C - D 293 -232 G - H 1408 -1772 Bot chord 2x4 SP #2 D-E 855 -1029 H-1 60 -49 Webs 2x4 SP #2 Lumber value set 1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 byALSC Chords Tens.Comp. Chords Tens. Comp. Loading B-S 472 -258 N-M 1789 -1264 Bottom chord checked for 10.00 psf non -concurrent S - R 467 -260 M - L 1570 -1110 live load. Q - P 52 -59 L - K 1570 -1110 P - O 1146 -782 K - J 1355 -1088 Purlins O - N 1146 -782 In lieu of rigid ceiling provide lateral bracing to brace BC aQ 24" OC Maximum Web Forces Per Ply (Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. WARNING: Fumish a copy of this DWG to the S - C 276 0 N - F 507 -474 installation contractor. Special care must be taken C - R 391 -588 F - M 221 -104 during handling, shipping and installation of trusses. R - Q 1204 -1494 M - G 299 -117 See "WARNING" note below. Q - D 1218 -.1454 G - K 159 -29 D - P 1175 - 754 K - H 320 - 85 P - E 569 -645 H - J 1428 -1739 E-N 667 -392 I-J 124 -72 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handl!n ship ing, installing,and bracing., Referto and followthe latest edition of BCSI (Building Safety Information b TPI and SBCA) for sa epty practices nor to performing these functions. Installers shall provide temporary BCSI. Unl s noted o herwise,top chord shall have properi�r attached structural she.thin and bottom chord shall have a proppeerty id ceiling. �ocations shown for permanent lateral restraint of webs shall have bracin rns�alled per BCSI sections B3, B7 or B70, SCOSTASCOSTA CO��TION I e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER 60A Z for standard plate positions. ROOF bR FLOOR TRUSSES Of TPI 1, or for h acceptance any structure failure to build the 3670 COMMERCE CENTER DRI\ Aor cover gale SEBRING, FL 33870 . The s I bllity (863)365-8242 Job Number. 91191 Ply: 1 1 SEQN: 26365 / T66 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 1 FROM: DRW: Truss Label: A8 Wgt: 249.2 Ibs .. / ... 05/22/2020 21' 12'5-1/4" 12'6-3/4" 55X6 1112X4 a5X6 E F T3 G 12 T2 , W W7 W T4 5 P;- go3X6D H%3X8 W6 W5 W W3 W4 1 1112X ®5X6 W 10 T1 B W1 W2 P B2 O LN J L K B3 M6 6 JS 3AX5(A1) 3X4 =3X5 =H0308 B3 m3X6 =3X4 B1 R -6X6 BhvA SEAT PLATE REQ. SEAT PLATE REQ. r 12'4 i- 33'8" 2' +1 123-1/2" 33'8-1/2" SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.076 F 999 360 1- R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.142 F 999 240 B 549 P P /376 /180 /440 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.015 J - - Q 1796 P P /1235 1748 P Des Ld: 37.00 EXP: D HORZ(TL): 0.031 J - - S 1258 /- /- /809 /384 /- Mean Height:15.00 It NCBCLL: 10.00 TCDL: 4.0 psf Code Code / Misc Criteria Creep Factor: 2.0 reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.878 B Big Width = 8.0 Min Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: It to 2h TPI Std: 2014 Max BC CSI: 0.450 Q Big Width = 8.0 Min Req = 2.1 S Big Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.60 it Rep Factors Used: Yes Max Web CSI: 0.923 Bearings B, Q, & S are a rigid surface. Loc. from endwall: not in 13.00 it FT/RT:20(0)110(0) Mfg Specked Camber. Bearings B, Q, & S require a seat plate. GCp!: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 44 0 E - F 1409 -1566 B - C 160 -566 F - G 1409 -1566 Top chord 2x4 SP #2 C - D 338 -282 G - H 1380 -1768 Bot chord 2x4 SP M-31 :131 2x4 SP #2: D - E 933 -1194 H -1 67 -53 Webs 2x4 SP #2 Lumber value set 1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Loading B - R 469 -225 N - M 1203 -809 Bottom chord checked for 10.00 psf non -concurrent R - Q 464 -227 M - L 1486 -1019 live load. P-O 37 -41 L-K 1486 -1019 O - N 1203 -809 K - J 1452 -1153 Purlins In lieu of rigid ceiling provide lateral bracing to brace Maximum Web Forces Per Ply (Ibs) BC @ 24" OC Webs Tens.Comp. Webs Tens. Comp. Additional Notes R - C 276 0 F - M 360 -300 WARNING: Fumish a copy of this DWG to the C - Q 343 -580 M - G 213 -117 installation contractor. Special care must be taken Q - P 1216 -1518 G - K 301 -20 during handling, shipping and installation of trusses. P - D 1235 -1473 K - H 268 -70 See"WARNING" note below. D-O 1198 -727 H-J 1470 -1804 O - E 498 -451 I - J 136 - 73 E - M 542 -357 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingp handling9 shi rng, installing,and bracing., Refer to and follow the latest edition of BCSI (Building Safety Information b TPI and'SBCA) for -see y practices poor to performing these functions. Installers shall provide tempos BCSI Unless notes oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyrly ]id celfing. Locations shown forpermanent lateral restraint of webs shall have braran rns�alled per BCSI sections 63, B7 or 610, SCOSTA CORPORATION i e. Apply plates to each face of truss and position as shown above and on the Joinf9Detaiis, unless noted otherwise. F�efer to WOOD STEEL OR TIMEER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Of TPI 1, or for h acceptance any sructure failure to build the 3670 COMMERCE CENTER DRI) A/i or cover paqe, , SEBRING, FL 33870 . The stjitfibility (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26366 / T75 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A9 Wgt: 253A Ibs / ... 05/22/2020 23' 8'5-1/4" 14'63/4" slo" ®bTb F T3 G T2 \3X4 12 /4X4 E W H T4 5 17 (e) (a) /5X6D W7 W6 W a T1 /3X4 W5 W9 I \ C W W1 =3X5(A1)B W7 W2 C5X6 B2 = X4 =H0308 = X6-3X4 & X4 3 JT B1 move — 6 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 1Z4" 33'8" 1► 2 i 12'3-1/2" 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF7 Def ICS1 Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf. NA Ce: NA VERT(LL): 0.074 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.137 G 999 240 B 561 !- /- /383 /197 /479 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 J - - R 1754 /- A /1229 /701 A EXP: D Des Ld: 37.00 HORZ 0.043 J - - (�): T 1269 A A /819 /384 A Mean Height:l5.OD ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.812 B Brg Width = 8.0 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: h to 2h : TPI Std2014 Max BC CSI: 0.757 R Big Width = 8.0 Min Req = 2.1 T Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.60 It Rep Factors Used: Yes Max Web CSI: 0.921 Bearings B, R. & Tare rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B, R. & T require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 611/2013) A- B 44 0 E - F 1147 -1336 B - C 246 -598 F - G 1296 -1373 Top chord 2x4 SP #2 C - D 338 -296 G - H 1447 -1740 Bot chord 2x4 SP #2 D - E 307 -238 H -1 1101 -1514 Webs 2x4 SP #2 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 byALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-S 499 -345 N-M 1408 -935 (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% S - R 494 -347 M - L 1408 -935 length of web member. Attach with 8d Box or Gun Q - P 914 -671 L - K 1628 -1194 (0.113"x2.5",min.)nails @ 5' OC. P - O 1252 -829 K - J 33 -56 O - N 1252 -829 Loading Bottom chord checked for 10.00 psf non -concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Purlins S-C 275 0 F-N 229 -118 In lieu of rigid ceiling provide lateral bracing to brace C - R 438 -591 N - G 223 -157 BC @ 24" OC R - Q 1092 -1447 G - L 342 -159 D - Q 283 -224 L - H 317 -209 Additional Notes Q - E 1125 -1507 H - K 516 -499 WARNING: Furnish a copy of this DWG to the E - P 425 -124 K - I 1409 -930 installation contractor. Special care must be taken P - F 234 -207 I - J 996 -1242 during handling, shipping and installation of trusses. See "WARNING" note below. *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of m L.ocanons snown Tor ermaneni iaierai restramT oT weos span nave DracinccLLrnstaneo per bL;bi secuons tii, tT/ or b iu, — SCOSTA CORPORATION pp y plates to each face o truss and position as shown above and on the Join, etails, unless noted otherwise. Defer to WOOD STEEL OR TIMBER for standard plate positions. ROOF bR FLOOR TRUSSES of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIT nce with ANSI PI 1, or for handl!n sh! !n , installation and bracin of trusses. A seal on this 31rravnng or covr page sEBRING, FL 33870 incl indicates acceptance of prdfess{TrQna� en ineering responsibjid solely for the design shown. Thee. uFtability (863)385-8242 i Cawing for any structure is the responsibilit}�of the 6uildiftg Desigrfer per ANSI7rPl 1 Sec.2. Job Number: 91191 Ply: 1 SEQN: 26367 / T10 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A10 Wgt: 285.6 Ibs / ... 05/22/2020 r 24'6-12"- "1W5/1,6°4'0.5116"14'1-5116"—� SEAT PLATE REa. SEAT PLATE REQ. k124"� 2 +i 12'3-12" i 46' Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.09 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF -r reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. rn1 33'8-12" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.101 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL): 0.016 L - - HORZ(TL): 0.033 L - - Creep Factor: 2.0 Max TC CSI: 0.831 Max BC CSI: 0.746 Max Web CSI: 0.804 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l of SEAT PLATE REQ. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 553 /- /- /355 /198 /510 U 1779 /- /- /1261 /645 P W 1262 /- /- 1815 /376 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 U Big Width = 8.0 Min Req = 2.1 W Big Width = 8.0 Min Req = 1.5 Bearings B, U, & W are a rigid surface. Bearings B, U. & W require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 F-G 1294 -1217 B - C 229 -579 G - H 1372 -1356 C - D 406 -350 H -1 1399 -1422 D - E 1058 -1269 1- J 1395 -1617 E - F 1291 -1385 J - K 1405 -1836 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 482 -295 Q-P 1217 -775 V - U 477 -298 P - O 1408 -959 T-S 37 -41 O-N 1647 -1204 S - R 1135 -780 N - M 1647 -1204 R-Q 1135 -780 M-L 48 -57 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V- C 275 0 G- P E23 -591 C - U 421 -595 P - H 802 -773 U-T 1138 -1479 H-0 190 -155 T-D 1162 -1419 0-1 347 -175 D - S 1293 -897 0- J V1 -329 S - E 511 -477 J - M 351 -206 E - Q 251 -87 M - K 1628 -1178 F-Q 210 -78 K-L 1032 -1202 un L-ocrauons snown ror ermanenT Larerai resiraim or wens snan nave oracin msrauea per LsasL secrions Lsa, is 1 or bi u, - SCOSTA CORPORATION pp y plates to each face o truss and position as shown above and on the Join etails, unless noted otherwise. kefer to WOOD STEEL OR TIMBER fOr standard plate positions. ROOF bR FLOOR TRUSSES of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRI1 ncewith ANSITTPI 1, or for handling shipginq, installation and bracing of trusses. A seal on this drawing or cover page SEBRING, FL 33870 in indicates acceptance of pr fesstt na en ineerin respponsibilitysolely forthedesignshown. The s0itftbility (863)385.8242 L utawing for any structure is the responsibilit�of the guildtiig Designer per ANSIrrPI 1 SQ .2. Job Number. 91191 Ply: 1 SEQN: 26368 / T44 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: A11 Wgt: 270.2 Ibs / ... 05/22/2020 SEAT PLATE REQ. i12a" (-2' -}- 123-1/2" Loading Criteria (psfl TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " 252-1/2" -' 47-7/W—f-,T0-6fW (- 1215/16, SEAT PLATE REQ. 46 Wind Criteria Snow Criteria (Pg,Pf in PSF) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ Speed: 159 mph Pf: NA Ce: NA Enclosure: Closed Lu: NA Cs: NA Risk Category: II Snow Duration: NA EXP: D Mean Height:15.23 ft BCDL: 4.0 psf Code / Misc Criteria BCDL: 6.0 psf Bldg Code: FBC 2017 RES MWFRS Parallel Dist: h to 2h TPI Std: 2014 C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 It FT/RT:20(0)/10(0) GCpf: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. SEAT PLATE REQ. 33V 33'sv2" i11 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.090 G 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(rL): 0.167 G 999 240 B 551 /- /- /349 /199 /524 HORZ(LL): 0.015 K - - S 1784 P P /1258 /638 P HORZ(TL): 0.031 K - - U 1261 P P /806 /373 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.707 B Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.773 S Brg Width = 8.0 Min Req = 2.1 Max Web CSI: 0.837 U Brg Width = 8.0 Min Req = 1.5 Bearings B, S. & U are a rigid surface. Mfg Specified Camber. Bearings B, S, & U require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 F- G 1342 -1336 B - C 239 -575 G - H 1459 -1514 C - D 419 -359 H -1 1483 -1702 D-E 1119 -1294 I-J 1411 -1770 E - F 1329 -1367 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - T 478 -287 O - N 1595 -1188 T - S 473 -289 N - M 1595 -1188 R - Q 47 -52 M - L 1600 -1222 Q-P 1154 -800 L-K 34 -40 P - O 1154 -800 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 276 0 O- G 798 -694 C - S 417 -595 G - M 275 -160 S - R 1152 -1486 M - H 388 -261 R-D 1181 -1424 M-1 216 -206 D - Q 1315 -920 I - L 388 -286 Q - E 491 -446 L - J 1602 -1216 E-0 171 -101 J-K 1056 -1207 F - O 685 -577 D ❑ iu cenm LOGaDOnS snown rot ermanem imemi resrrami or wens snap nave Dracin instane0 per CGAI sections tsa, tsr or es�u, - SCOSTA CORPORATION ca e. App yrlates to each face o truss and position as shown above and on the Join etails, unless noted otherwise. Defer to WOOD STEEL oR NO is 160A-Z for andard plate positions. ROOF bR FLOOR TRUSSES a division of ITW Buildi%1omponents Group Inc, shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DW conformance with ANSI 1, orfor handlin shipprn , installation and bmcin of tmsses.A seal on this cJrawmqp or cover pa a SEBRING, FL 33870 this drawing,indicates acceptance of prdfess{'8nit en ineerin__qq resppongibii solely for the design showb. The seft'lifity (863)3B5-8242 ;e of this awing for any sVucture is the responsibilitylof the 6uilch g Desig�er per ANSf/TPI 1 S�c.2. Job Number: 91191 Ply: 1 1 SEQN. 26369 / T51 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al2 Wgt: 264.6 Ibs / ... 05/22/2020 252-10 1 67-70 1 4'0-&16°+E---10'1-&16° F®5X6 /3X4E T2 WO 7 T4 H 6 12 %3X4 b 5 /5X60 W5 W10 I T5 a (a) T1 W6 wg W1 J,4X i3X4C W3 W4 W12W W14 W1 W2 R 82 O P O B3 N M B3 L �3 U ®3X5(A1) B 3X4 =-4X4 EH0308 =3X8 =3X6=3X8 -3X8 LA 81 T S= X6 RiYA SEAT PLATE REQ. SEAT PLATE REQ. A" 124° k33'8" - �- 2' -f 123-M" -E- 33'8-1/2" 46 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.23 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 it Fr/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x4 SP M-31: Webs 2x4 SP #2 Lumber value set "139' uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF'T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",m!n.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Defl/CSI Criteria PP Deflection in too Udefl L/# VERT(LL): 0.087 G 999 360 VERT(TL): 0.162 G 999 240 HORZ(LL): 0.013 E - - HORZ(TL): 0.027 E - Creep Factor: 2.0 Max TC CSI: 0.707 Max BC CSI: 0.504 Max Web CSI: 0.818 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Of SEAT PLATE REQ. 111 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 551 /- P /349 /200 /524 S 1783 A A /1252 /629 P U 1261 A A /800 /342 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Big Width = 8.0 Min Req = 2.1 U Brg Width = 8.0 Min Req = 1.5 Bearings B, S, & U are a rigid surface. Bearings B, S, & U require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 F-G 1315 -1375 B - C 241 -575 G - H 1464 -1592 C - D 418 -358 H -1 1520 -1772 D - E 1103 -1292 I - J 1370 -1673 E - F 1306 -1376 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 478 -287 O - N 1792 -1398 T - S 473 -290 N - M 1792 -1398 R - Q 44 -49 M - L 1527 -1198 Q - P 1151 -783 L - K 22 -27 P - O 1151 -783 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 276 0 O- G 859 -774 C - S 416 -594 G - M 482 -359 S - R 1138 -1486 M - H 444 -349 R-D 1169 -1422 M-1 171 -86 D - Q 1308 -899 I - L 418 -391 Q - E 475 -454 L - J 1552 -1206 E-0 184 -105 J-K 1065 -1211 F - O 645 -478 SCOSTA CORPORATION ROD ALORRSSEOFUFOTRS failure to build the 3670 COMMERCE CENTER DRI\ I or cover a e_ SEBRING, FL 33870 1 . The s I bllity (863)385-6242 Job Number. 91191 Ply: 1 SEQN: 26370 / T46 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Ala Wgt: 261.8 Ibs .. / ... 05/22/2020 r 25'2-10 87-7/8" --(- 4�0-5/16" -(815/16' Fa5X6 T2 T3 12 /3X4E yW C'i T4 �5X6 H 5 p W5 @X4 o /5X6D ( Wt IO T5 T1 W6 a J%4X4 /3X4C W3 W4 W W14 B W1 W2 Q B2 P O N B3 M B3 L p3 T a A 5(A1) 3X4 =4X4 =H0308 =M ---5X8 =4X10 B1 S = X6 move SEAT PLATE REQ. —124" 2 .'. SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37es d:: D.00 Mean Height: 15.23 It .00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: > 2h Spacing: 24.0 " C&C Dist a: 4.60 It Loc. from endwall: not in 13.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Bracing (a) 2x4 #3 or better "T' reinforcement. 80% length of web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24- OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Snow Criteria (Pg, Pt in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS W.9. 33'8-1/2' Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(I-Q: 0.105 G 999 360 VERT(TL): 0.195 G 999 240 HORZ(LL): 0.019 K - - HORZ(TL): 0.039 K - - Creep Factor: 2.0 Max TC CSI: 0.874 Max BC CSI: 0.947 Max Web CSI: 0.985 Mfg Specified Camber. VIEW Ver: 18.02.01A.0205.19 T�; TjTTT7j{ A 1'163(18' N yNT} n �l SEAT PLATE REQ. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 550 /- /- /349 /199 /524 R 1787 P A /1247 1621 /- T 1260 /- /- 1794 /337 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 R Brg Width = 8.0 Min Req = 2.1 T Brg Width = 8.0 Min Req = 1.5 Bearings B, R, & T are a rigid surface. Bearings B, R, & T require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 F-G 1291 -1402 B - C 236 -572 G - H 1839 -20M C - D 420 -358 H -1 1495 -1616 D - E 1078 -1286 I - J 1324 -1609 E - F 1292 -1373 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - S 475 -282 O - N 1144 -758 S - R 471 -284 N - M 2046 -1598 Q - P 49 -56 M - L 1565 -1193 P-O 1144 -758 L-K 13 -17 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S- C 276 0 N- G 980 -961 C - R 414 -594 G - M 595 -428 R-Q 1129 -1491 M-H 755 -612 Q-D 1158-1428 H-L 112 -190 D - P 1308 -878 L - I 429 -257 P - E 472 -445 L - J 1532 -1205 E - N 194 -121 J - K 1068 -1230 F-N 619 -402 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingp, sh' ing, installing bracing. Refer to and follow the latest edition of BCSI (Building Component SafetyInformation btr TPI and'SBCA) %r sate y practices poor to performing these fugctions. Installers shall provide temporary bracing per BCS1., Unless noted oTherwise,top chord shall have property attached structural sheathmT and bottom chord shall have a properly attachhed rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin.(Lins ailed per BCSI sections B3, B7 or 10, SCOSTA CORPORATIC as applicable. Apply lates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to WOOD STEEL oR 71M81 drawings 160A-Z for s�andard plate positions. ROOF bR FLOOR TRUST Alpine, a division of ITW Building Components GrouD Inc. shall not be resoonsible for anv deviation from this draWna.anv failure to build the 3670 COMMERCE CENTER I 1,orforn acceptance any structure Ig. Theesuitability S 863�30658234.i287o Job Number. 91191 Ply: 1 SEQN: 26371 / T53 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al 1 Wgt: 274A Ibs .. / ... 05/22/2020 i 25'2-11T F-rYr; 107-7/8" 14'0-5/16° 1 9'9-1/8"—�{ SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 12'4" 37'313/16" f- 2' i 12'3.1/2" + 3T4-5/16° 49'7-13/16" Loading Criteria (psf Wind Criteria Snow Criteria (Pg,Pt in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des d:: Des Ld: 37.00 D Mean Height:15.23 ft .00 NCBTCDL: 4.0 psf Code f Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.97 It Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 53 2x4 SP M-31: Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/3012013 byALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF'T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. DefIlCSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udell L/# Gravity Non -Gravity VERT(LL): 0.203 H 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.378 H 999 240 B 543 /- A /333 /223 /524 HORZ(LL): 0.038 F - - T 1935 /- A /1322 /622 /- HORZ(TL): 0.074 F - - K 1400 /- A 1931 /395 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.712 B Brg Width = 8.0 Min Req = 1.5 Max BC CSI: 0.722 T Brg Width = 8.0 Min Req = 2.3 Max Web CSI: 0.989 K Brg Width = 8.0 Min Req = 1.7 Bearings B, T, & K are a rigid surface. Mfg Specked Camber. Bearings B, T, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 F- G 1487 -1571 B - C 333 -556 G - H 2536 -2903 C - D 475 -354 H -1 2145 -2457 D - E 1233 -1424 I - J 2247 -2679 E - F 1456 -1574 J -K 2482 -3064 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 460 -256 P - O 2193 -1579 U - T 455 -259 O - N 2928 -2234 S - R 86 -98 N - M 2928 -2234 R - Q 1275 -799 M - L 2777 -2174 Q - P 1275 -799 L - K 2780 -2171 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U- C 278 0 P- G 1093 -1095 C-T 415 -595 G-0 1049 -821 T - S 1188 -1641 O - H 893 -836 S - D 1214 -1575 H - M 604 -686 D - R 1497 -964 M -1 763 -583 R-E 511 -533 M -J 418 -386 E- P 228 -97 J- L 178 0 F - P 809 -658 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Aquire extreme care in fabricalg handling shi Ing, installing,and bracing. Referto and followthe latest edition of BCSI (Building Safety Information b TPI q'SBCA)%,Pe y practices poor topeormingthese fugctions. installersshall provide temporarBCSI. Unless noted oherwi,top chord shall have properly attached structural sheathing and bottom chordshallave a propelyid ceilingLocatishownrpermanent lateral restint ofwebsshall have b.cinc�mstalled perBCSItions B367 or 610,eApplatestoeach faof truss and position as shown above and on the Joint Details, unless noted otherwise, f�efer to 604 Z for s�andard plate positions. of e to build the 3670 COMMERCE CENTER Tr page SEBRING, FL 33870 The s0flZility (863)385.8242 Job Number: 91191 Ply: 1 SEQN: 26372 / T63 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A15 Wgt: 264.6 Ibs / ... 05/22/2020 127a1&" 4'0-5/16" } T3116" FesxA SEAT PLATE REQ SEAT PLATE REQ. SEAT PLATE REQ. r1 z4" 3T3-13/16" 123-1/2" 3T45/16" f 497-13/16" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.219 H 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.403 H 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.042 F - - Des Ld: 37.00 EXP' D Mean Height:15.23 It HORZ(TL): 0.081 F - - NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.862 Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.935 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Yes Max Web CSI: 0.995 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.19 Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x4 SP M-31: Webs 2x4 SP #2 Lumber value set "13131" uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113'k2.5",min.)nails @ 5' OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC@24"OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. T snc N� ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 543 /- A /320 /236 /576 S 1934 A A 11335 /583 A J 1516 A A /1091 /452 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Big Width = 8.0 Min Req = 2.3 J Big Width = 8.0 Min Req = 1.8 Bearings B, S, & J are a rigid surface. Bearings B, S. & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 F- G 1467 -1565 B - C 421 -554 G - H 2403 -2893 C - D 510 -409 H -1 2234 -2668 D - E 1246 -1416 I - J 2252 -2895 E- F 1430 -1565 J- K 44 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 458 -253 O-N 2189 -1415 T - S 453 -255 N - M 3374 -2481 R - Q 94 -104 M - L 3374 -2481 Q - P 1269 -702 L - J 2599 -1872 P - O 1269 - 702 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 278 0 F-O 814 -672 C-S 413 -695 O-G 1051 -1103 S - R 1105 -1640 G - N 982 -693 R - D 1130 -1573 N - H 1053 -1042 D - Q 1497 -866 H - L 916 -938 Q - E 468 -533 L - I 768 -508 E-O 214 -89 —WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin , shi mg, instailing,and bracing., Referto and followthe latest edition of BCSI (Building Component Safety. Information b TPI and SBCA) for safPe y practices pnor to performing these functions Installers shall provide temporary bracing per BCS1. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached riqgid ceilingp Locations shown for permanent lateral restraint of webs shall have bracinCcL�rns5alled per BCSI sections B3, B7 or, 610, SCOSTASCOSTA CORPO]tA�ON as applicable. qpp y plates to each face of truss and position as shown above and on the Joinmetails, unless noted otherwise, lkefer to WOOD STEEL OR TIMBER drawings 160A Aforstandard plate positions. ROOF bR FLOOR TRUSSES Aloine. a division of ITVV Buildinc Components Group Inc. shall not be resnonsible for anv deviation from this drawinn.anv failure to build the 36 M g or cover page 70 SEBRINGEFL 3�i870 —1 IIQ. The s�I gbility (663)365-8242 any Job Number. 91191 Ply: 1 SEQN: 26373 / T62 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A16 Wgt: 253.4 Ibs / ... 05/22/2020 25' 4-W5 1i 6" 14'5-7/16" 4�0-5 =aAB O r I 12 B3X4E W6 "+3X5 O 5 p W (a) (a) (b H T4 05X6 M o , 2X4 66X6D W5 W4 T5 T �O Ti O W3 is W =3XSfA1) m ff: sts =3X5 A7 B RW1 B2 Q P O 63 N M� 64 L v A ( ) 5X6 -3X4 =H0308 =4X10 =4X4 =4X4KIT B1 SE X6 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. r— 7'1-1/2" 476-6116" 2'�{� 7'1" 42'6-13/16" 2 t 497-13116" Loading Criteria (pst) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.307 N 999 360 Loo R+ / R- / Rh / Rw / V / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.567 N 900 240 B 371 /- /- /193 /222 /572 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 L - - S 1872 A /- /1315 /587 /- EXP: D Des Ld: . 37.00 Mean Height: 15.18 ft HORZ(TL): 0.145 L - - J 1724 /- /- 11145 /478 /- NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.777 B B Width = 8.0 Min Re 1.5 q = Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.596 S Big Width = 8.0 Min Req = 22 J Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Yes Max Web CSI: 0.912 Bearings B, S, & J are a rigid surface. Loc. from endwall: not in 13.00 it FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B, S, & J require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 44 0 F - G 1828 -2212 B - C 471 -494 G - H 2742 -3636 Top chord 2x4 SP #2 :T2, T3 2x4 SP M31: C - D 378 -373 H -1 2522 -3312 Bot chord 2x4 SP M-31 :131 2x4 SP #2: D - E 1915 -2678 I - J 2558 -3508 Webs 2x4 SP #2 E - F 1792 - 2212 J - K 44 0 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% B - S 28 -31 O - N 2845 -1769 length of web member. Attach with 8d Box or Gun R - Q 2227 -1413 N - M 4867 -3577 (0.113"x2.5",min.)nails @ 6" OC. Q - P 2354 -1382 M - L 4867 -3577 (b) 2x4 *3 or better "T' reinforcement. 80% length of P - O 2354 -1382 L - J 3175 -2172 web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ G' OC. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non -concurrent C - R 302 -289 F - O 1347 -1020 live load. R-S 1241 -1802 O-G 1093 -1192 R - D 1809 -2695 G - N 1003 -639 Purlins D-Q 332 -1 N-H 1674 -1735 In lieu of rigid ceiling provide lateral bracing to brace Q - E 269 0 H - L 1670 -1856 BC @ 24" OC E - O 565 -524 L - I 1144 -778 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. —WARNING'"° READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in jbricating handlin shi prng, installing,and bracing. Refer to and follow the latest edition of BCSI (Building f Safety In{ormation bTPI and SBCA) for safety practices poor to performing these functions. Installers shall provide temporary BCSi. Unless noted herHnse,top chord shallhave property attached structuralheathing nd bottmhord shall have a pro rtyid cellinAp Locatinshown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, BI or �10, SCOSTA CORPORATION 60 qpplylates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WooD sTEEL oR TIMBt7t 60A-Z fOr andard plate positions. ROOF bR FLOOR TRUSSES Wslon of ITW BuildinWmponents Group Inc. shall not be responsible for any deviation from this draw! any failure to build the 3670 COMMERCE CENTER DRIVE Iformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses A seal on this drawing or cover page SEBRING, FL 33870 drawing indicates acceptance of pr6fessional engmeerin resgprimbility soleiyfor the design show The s r bility (863)385 8242 )f this c7�awing for any structure is the responsibility of the duildirrg Designer per ANSI/TPI 1 Sec.2. Job Number. 91191 1 Ply: 1 SEQN: 26417 / T15 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: All 1 Wgt: 320.6 Ibs .. / ... 05/22/2020 44-15/16"-1 UZ-7/16 14-0-5116" 1 SEAT PLATE REQ SEAT PLATE REQ. SEAT PLATE REQ. r--- T1-1/2426-5/16 2 TV + 42'6-13/16 2 497-13/16" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.361 N 999 360 LWR+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.666 N 767 240 B 350 A A /- 227 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.072 F - - V 1996 A A A /1164 A Des Ld: 37.00 EXP: D Mean Height:15.00 it HORZ(TL): 0.133 F - - K 2512 /- /- /- /1298 /- NCBCLL: 10.00 TCDL: 4.0 psf Code Code / Misc Criteria Creep Factor: 2.0 reactions based on MWFRS Soffit: 0.00 BCDL: psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.852 B Brg Width = 8.0 Min Req = 1.5 .0 Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 : ax : . TPI Std2014 Max CSI0488 V Big Width = 8.0 K Big Width = 8.0 Min Req = 2A Min Req = 2.1 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Varies by IIMb CSI: 0.917 Bearings B, V. & K are a rigid surface. Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B, V, & K require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A- B 44 -44 G - H 1906 -3393 B - C 208 -160 H - I 3137 -5822 Top chord 2x4 SP #2 :T2, T4, T5 2x4 SP M-31: C - D 1362 -2465 I - J 2504 -5141 Bot chord 2x8 SP 2400f-2.0E :B1 2x4 SP #2: D - E 1238 -2347 J - K 2560 -5193 Webs 2x4 SP #2 E - F 1538 -2705 K- L 44 -44 Lumber value set "13191" uses design values F - G 1321 -2346 approved 1/3012013 by ALSC Special Loads Maximum Bot Chord Forces Per Ply (Ibs) --(Lumber Dur.Fac.=1.25 /Plate Dur.Fac =1.25) Chords Tens.Comp. Chords Tens. Comp. TC: From 55 pIf at -2.11 to 55 plf at 51.76 B - V 78 -118 Q - P 2417 -1378 BC: From 20 pit at 0.00 to 20 plf at 49.65 U - T 50 -77 P - O 4113 -2331 BC: 858 lb Conc. Load at 46.52 T - S 2562 -1507 O - N 4113 -2331 Loading S - R 2240 -1283 N - M 7927 -4267 R - Q 2240 -1283 M - K 4783 -2347 Bottom chord checked for 10.00 psf non -concurrent live load. Maximum Web Forces Per Ply (Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of rigid ceiling provide lateral bracing to brace U - V 1196 -1929 Q - G 202 -251 BC @ 24" OC U - C 1158 -1807 G - P 1329 -619 Additional Notes C - T 2326 -1256 P - H 893 -1444 T - E 499 -548 H - N 1897 -809 WARNING: Furnish a copy of this DWG to the E - S 240 -210 N -1 1598 -2928 installation contractor. Special care must be taken S - F 380 -98 I - M 1890 -29W during handling, shipping and installation of trusses. F - Q 375 -135 M - J 1808 -791 See "WARNING" note below. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shi rng, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information by TPI and fabricating, for safe y practices pnor to performing these functions. Installers shall provide temporary bracifrg per BCSI. Unless noted o herwise,top chord shall have pmpedy attached structural sheathing and bottom chord shall have a properly attachhed rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin(cCi�installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildina Comoonents Group Inc. shall not be responsible for anv deviation from this draviina.anv failure to build the 3670 COMMERCE CENTER SEBRING, FL 33870 (863)385-8242 fim 1,oriorn acceptance any structure Aror cover e . The suillbility Job Number: 91191 Ply: 1 SEQN: 26374 / T64 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Alb 1 Wgt: 238.0 Ibs .. / ... 05/22/2020 21' i8'4-15/16" - -}- 14'5-7/16" --Wq obxb 5x6 E O F T2 12 W W - %3X4 5 j000W G T4 f O®4X6 T1 W6 W5 �6X8(SRS)O Ip2X4 C W4 W3 H T5 66X8 W2 W9 RW1 Q g2 P O" B3 N M L B4 K J =3AX5(A7) g 3X4 =4X6 =H0308 =3X4 =H0308 =3X4 =3X4 B1 S 11 X6 SEAT PLATE REQ. SEAT PLATE REQ. r--7'1-1/2" 391-1/16" 1- 2' "1`_ 7-1" i 46 4-9/16" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf:.NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des d:: Des Ld: 37.00 D Mean Height: 15.00 ft .00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 4.64 it Rep Factors Used: Yes Loc. from endwall: not in 13.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 :T2, T4 2x4 SP M31: Bot chord 2x4 SP #2 :64 2x4 SP M-31: Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1471 lbs. 39'3-9/16" T fD �1 Defl/CSI Criteria ♦Maximum Reactions (Ibs) PP Deflection in too Udell U# Gravity Non -Gravity VERT(LL): 0.219 L 999 360 Lou R+ / R- / Rh / Rw / U / RL VERT(TL): 0.408 L 999 240 B 356 /- A /217 /172 /440 HORZ(LL): 0.064 J - - S 1807 A A 11234 /612 A HORZ(TL): 0.118 J - - J 1471 A A /881 /401 A Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.924 B Big Width = 8.0 Min Req = 1.5 Max BC CSI: 0.826 S Brg Width = 8.0 Min Req = 2.1 Max Web CSI: 0.670 J Brg Width = - Min Req = - Bearings B & S are a rigid surface. Mfg Specked Camber. Bearings B & S require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 E-F 1811 -2096 B - C 408 -386 F - G 2124 -2714 C - D 1469 - 2065 G - H 2677 -3609 D - E 1809 -2331 H -1 6 -33 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 93 -102 N-M 2122 -1431 R-Q 144 -163 M-L 2122 -1431 Q - P 2126 -1541 L - K 3086 -2302 P - O 2126 -1541 K - J 4418 -3555 O - N 1975 -1353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - S 1343 -1737 N - F 276 -200 R - C 1343 -1702 F - L 65B -412 C - Q 2096 -1449 L - G 822 -791 Q - D 535 -519 G - K 475 -142 D - O 247 -155 K - H 1202 -1148 O - E 307 -50 H - J 3710 -4590 E - N 372 -166 I - J 105 - 76 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatingg handlin ship Ing, installing,and bracing. Referto and follow the latest edition of BCSI (Building vent Safety Information b TPI and'SBCA) for safe y practices poor to performing these functions. Installers shallprovide tempos per BCSI. Unless noted oherwise,top chord shall have property attached structural shgathinpp and bottom chord shall have a properryly d rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracmcLlnsialled per BCSI sections 83, 67 or B70, SCOSTA CORPORATION cable. Apply plates to each face of truss and position as shown above and on the JoinCDeI ils, unless noted othervvise. f�efer to WOAD STEEL oR TIMBER Is 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawl any failure to build the 3670 COMMERCE CENTER DRI) conformance with ANSIWI 1, or for handling shiginq, installation and bracing of trusses.A seal on this drawing or cover pane sEBRING, FL 33870 this drawing, indicates acceptance of profess_ na`engrneertng. respo ^ ib)littr solelyfor the design show . The s r bility (663)385-8242 .�: Job Number 91191 Ply: /N&A CONSTRUCTION /JURADOICOD /KCD I W t 1250.E Ibs I FROM:26375 / T1 /HIPS I DRW. Truss Label: A19 / ... 05/22/2020 19' 12'4-15/16"- -i 196-3116" SEAT PLATE REQ. SEAT PLATE REQ. i— 7'5-1/2" i 34'2-1/8" �-z A_ 7'1" + 29'0-1/2• 5'6-1/8- 3- a1'11-1/8" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSE TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Rt Bearing Leg 2x4 SP #2: Lumber value set 13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide hanger or special connection at right end of truss for 1305 lbs. N 1 Def11CSI Criteria ♦Maximum Reactions (Ibs) PP Deflection in loc L/defl L/# Gravity Non -Gravity VERT(LL): 0.122 F 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.227 F 999 240 B 366 /- A /244 /155 /395 HORZ(LL): 0.061 K - - T 1611 /- /- /1114 1695 /- HORZ(TL): 0.114 K - - J 1305 /- /- /758 /403 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.683 B Big Width = 8.0 Min Req = 1.5 Max BC CSI: 0.634 T Big Width = 8.0 Min Req = 1.9 Max Web CSI: 0.781 J Brg Width = - Min Req = - Bearings B &'T are a rigid surface. Mfg Specified Camber. Bearings B & T require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 1668 -1925 B - C 316 -339 F - G 1668 -1925 C - D 1491 -2069 G - H 1483 -1802 D - E 1551 -1949 H - I 1408 -1820 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of I P1 1, or for h acceptance any structure Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 57 -52 P - O 1737 -1203 S-R 51 -30 O-N 1615 -1096 R - Q 1870 -1352 N - L 1643 -1206 Q-P 1737 -1203 M-K 17 -4 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - T 1230 -1540 G - N 201 -44 S - C 1250 -1490 N - H 192 -149 C-R 1914-1381 H-L 314 -271 R- D 327 -209 L- M 108 0 D - Q 171 -202 L - K 62 -80 E- Q 306 - 7 L- I 1620 -1182 E- O 272 -237 J- K 97 0 F - O 437 -355 I - J 1569 -1489 O - G 429 -338 SCOSTA CORPORATION ROO FbRTFLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DR]) g Or cover pege.SEBRI) 8,5 l z33870 r . The s r bilrty �3 Job Number: 91191 Ply: 1 SEQN: 26376 / T52 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A20 Wgt: 236.6 Ibs / ... 05/22/2020 1T 16'4-15/16" 96-3116' �{ SEAT PLATE REQ. SEAT PLATE REQ. �-2' A_ TV 29'0-1/2" 41'11-1/9' —1 1 X5 b Loading Criteria (psf Wind Criteria Snow Criteria (Pg,PF in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf. NA Ce: NA VERT(LL): 0.144 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.268 F 999 240 B 375 A A /281 /157 /357 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.077 J - - R 1585 A A /1063 /687 /- EXP: D � Des Ld: 37.00 Mean Height:15.00 ft ht: Height: HORZ 0.142 J - - (rL): J 1312 /- /- /748 /448 /- NCBCLL: 10.00 TCDL: Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.826 B Brg Width = 8.0 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.938 R Brg Width = 8.0 Min Req = 1.9 J Big Width = - Min Req = - Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.760 Bearings B & R are a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B & R require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 44 0 E - F 1765 -2134 B - C 223 -269 F - G 1683 -2046 Top chord 2x4 SP #2 C - D 146 -163 G - H 1605 -1842 Bot chord 2x4 SP #2 D - E 1603 -2108 H -1 1457 -1868 Webs 2x4 SP #2 Lumber value set 1313" uses design values Maximum Botns. Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Loading B-R 22 -17 N-M - 2284 -1674 Bottom chord checked for 10.00 psf non -concurrent Q - P 1781 -1385 M - K 1704 -1231 live load. P - O 1867 -1359 L - J 14 -8 O - N 2284 -1674 Purlins In lieu of rigid ceiling provide lateral bracing to brace Maximum Web Forces Per Ply (Ibs) BC @ 24" OC Webs Tens.Comp. Webs Tens. Comp. Wind C - Q 341 -325 M - G 550 -272 Right end vertical not exposed to wind pressure. Q - R 1220 -1515 G - K 175 -159 Q-D 1678 -2121 K-L 113 0 Additional Notes D-P 235 -19 K-H 387 -229 Provide hanger or special connection at right end of P - E 173 -6 K -1 1713 -1276 truss for 1312 Ibs. E - O 430 -231 K- J 2 -6 O - F 341 -242 I - J 1070 -1255 F - M 439 -380 *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingp handlin shi mg, installing,and bracing.,Refer to and follow the latest edition of BCSI (Building Safety Information b TPI and'SBCA) for satetpyr practices poor to pertormin these functioppe,BC Installers shall provide tempora BCSI. Unless noted oherwise,top chord shall have property attached st ctural sheathingg abottom chord shall have a proppeeryrly id ceiling Locations shown forpermanent lateral restraint of webs shall have bracincLmstaS.Appllatertoeach tace,of trssand position as shown above and on the JoinCDetailunless noted otherwise. f�efer to 60A-Z for s�andard plate positions. Of any ilure to build the 3670 COMMERCE CENTER or cover qe SEBRING, FL 33870 . The s l Ability (663)365-8242 Job'Number. 91191 Ply: 1 SEQN: 26426 / T65 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A21 Wgt: 271.6 Ibs .. / ... 05/22/2020 15' 20'4-15/16" 6'6-3/16" —� T12 5 C% 106XB D T 4X50 T1 ; ZN qqpp A(A1) B W 4132 B1 AB 1113X6 SEAT PLATE REQ. SEAT PLATE REQ. 12X4 F5X6 11 4 = X6 =3X4 T3 �3X6_ Tq o5X6 E = M i 012X4 W1 T5 W1 W1 W1 �6X1 W12 W12 W N %4X5 X B3 V - -6X8 W ro m 912X4 192X4 � B5 �H0308-3X4 m3XP W15 W17 0 4 � Q BB = O EI2X4 F-2'—!—T1" i�T1"1-2'6" 41'11-1/6" 155- 59.5/8"--{ Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIJCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.301 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(rL): 0.563 H 746 240 B 331 /- /- /241 /127 /319 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.161 O - - AB 1699 A A /1094 1742 /- Des Ld: 37.00 EXP: D HORZ : 0.299 O - - �) O 1294 P P /723 /492 /- NCBCLL: 10.00 Mean Height:15.00 It TCDL: 4.0 psf Code / Mlsc Criteria Code Creep Factor: 2.0 reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.775 B Brg Width = 8.0 Min Req = 1.5 Load Duration:1.25 psf MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.809 AB Big Width = 8.0 Min Req = 2.0 O Brg Width = - Min Req = - Spacing: 24.0 " C&C Dist a: 4.19 It Rep Factors Used: Yes Max Web CSI: 0.803 Bearings B & AB are rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Speed Camber. Bearings B & AB require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver.18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 H -1 1942 -2405 Value Set: 13B (Effective 6/1/2013) B - C 320 -336 I - J 2048 -25CA Top chord 2x4 SP #2 C - D 1127 -1566 J - K 2048 -2564 Bot chord 2x4 SP #2 D - E 3272 -4310 K - L 1704 -2071 Webs 2x4 SP #2 E - F 3429 - 4331 L - M 1638 -1826 Lumber value set "13B" uses design values F - G 3196 - 4133 M - N 1466 -1845 approved 1/30/2013 by ALSC G - H 3168 -4095 Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1294 lbs. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AB 163 -198 U - T 2588 -1888 AA- Z 349 -451 T - S 258B -1888 Z-Y 56 -41 S-R 2447 -1811 X - V 3577 -2576 R - P 1664 -1227 W-U 44 -33 Q-O 19 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AA AB 1339 -1637 V - U 2948 -2105 AA- C 1331 -1588 H - U 1052 -1355 C - Z 1939 -1418 U -1 288 -352 Z-D 1050 -1287 I-S 121 -41 Z - X 1595 -1152 S - K 256 -22 D - X 2496 -1854 K - R 573 -646 E - X 302 -155 R - L 701 -433 X- Y 69 0 L- P 172 -207 X- F 972 -851 P- Q 113 0 F - V 907 -668 P - M 490 -251 G - V 152 -77 P - N 1694 -1279 V-W 32 0 P-O 0 -10 V - H 2O28 -1468 N - O 1067 -1235 "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling sh! Ing, installing bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information by TPI and'SBCA) for safPe y practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted o herMse,top chord shall have property attached structural shgathinpp and bottom chord shall have a property attached rigid ceilingg. Locai'lons shown forpermanent lateral restraint of webs shall have bracincLlnsZalled per BCSI sections B3, B7 or B10, SC TA CORPORATION as applicable. Apply jlates to each face of truss and position as shown above and on the JoinfgDetails, unless noted otherwise. kefer to WOOD STEEL OR TIMBER draA'ngs 160A Z for andard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this dravLigg any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSIi 11, or for handlin ship In ,',nst@llafon and bracin of trusses. A seal on this drawnn or cover a e SEBRING, FL 33870 listingg this drawln� Indicates acceeptance of tgrd�essgnai en Ine... responsibilitvsolely for the desictl1n showt The seitgbility (863)385-8242 and ❑se of this cawing for any structure is a responsibillRof the uildifig Desigrier per ANSIfrP1IS ac.2. Fnr mnrn Infnnna}inn euu fhic IrJJc ncnoral nn}a nano ann aace.uch a}a�- ni Dwc- - Wi n cwra ,.-.,,.. h•,•oafo nnn Job Number. 91191 /N&A CONSTRUCTION /JURADO/COD /KCD Truss Label: A22 r 13' T 12 C 5 p 65X6 C ro 1 T1 =3X8(A1) B W2 � A P 81 O /2X4 �3X4 SEAT PLATE REQ E Ply: 1 SEQN: 26378 / T14 / HIPS Qty:1 FROM: DRW: Wgt:225.4lbs .. / ... 05/22/2020 5/16" #6-3/16" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIJCSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf. NA Ce: NA VERT(LL): 0.230 M 999 360 Lee R+ / R- / Rh / Rw / U / RL B 1698 A A /1139 /658 281 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 M 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 1 - - 1 1567 A A /787 /669 P Des Ld: 37.00 EXP: DHORZ(TL): 0.124 I - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor: 2.0 B Borg Width = 8.0 Min Req = 1.5 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.962 I B Width = - Min Re q = - � Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.446 Bearing B is a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.905 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.19 A- B 44 0 E - F 2275 -28W B - C 2358 - 3375 F - G 1564 -1932 Wind Duration:1.60 WAVE, HS Lumber Value Set: 136 (Effective 6/1/2013) C - D 2373 -3178 G - H 113 -65D - E 2287 -2871 Top chord 2x4 SP #2 :T4 2x4 SP M31: Bot chord 2x4 M-31 Webs 2x4 SP #2 mum Forces MaxiBot Chord FP Ply (Ibs) ) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC B - P 3070 -2332 M - L 3032 -2298 P - O 3132 -2499 L - K 2585 -1978 Bracing O - N 2583 - 2009 K - J 2585 -1978 (a) 2x4 #3 or better "T' reinforcement. 80% length of N - M 2583 - 2009 J -1 1139 -891 web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non -concurrent P - C 277 -86 L - F 471 -210 live load. C - O 431 -329 F - J 980 -1093 O - D 491 -230 J - G 1326 -839 Purlins D - M 485 -217 G -1 1382 -1764 In lieu of rigid ceiling provide lateral bracing to brace M - E 347 -271 H -1 235 -135 BC @ 24" OC E - L 326 -278 Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1567 lbs. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of inWmponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 31�1 1, or for handlin ship In , installation and bracing of trusses.A seal on this tlratnnngg or cover page �s acceptance of prdfessi8na� en lneennq respon Nbility solelyfor the design showfi. The suitability or any structure is the responsibilit' of the Building Designer per ANSI/TPI 1 Sg .2. neml notes oaae and these weh ates AI PINF• www alninzitw r TPI• www tni—I — SRrA• www shrind—f onm• IM, www Inca SCOSTA CORPORATION ROOF FR FLOOR TRUSSES 3670 COMMERCE CENTER DRI1 SEBRING, FL 33870 (863)385-8242 Job Number: 91191 Ply: 2 SEQN: 26410 / T2 / HIPM /N&A CONSTRUCTION /JURADO/COD /KCD i ' Qty: 1 FROM: DRW: Truss Label: Al Wgt: 663.6 Ibs .. / ... 05/22/2020 2 Complete Trusses Required 7- 'f' 39, 12 !08X8 =@10X10 =-10X10 =10X10 5 p C T2 D T2 E F T3 = G B = A Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " N M L K J 5X6=H1010 B2=3X4=H10107=3X8 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.60 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x8 SP 2400f-2.0E :T1 2x4 SP #2: Bot chord 2x8 SP 2400f-2.0E Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.149W.26% min. nails Top Chord:1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant and 2-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 2-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. 46 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# PF. NA Ce: NA VERT(LL): 0.481 L 999 360 Lu: NA Cs: NA VERT(TL): 0.914 L 602 240 Snow Duration: NA HORZ(LL): 0.073 H - - HORZ(TL): 0.139 H - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.638 TPI Sid: 2014 Max BC CSI: 0.382 Rep Factors Used: No Max Web CSI: 0.787 FT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE, HS I VIEW Ver. 18.02.01A. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 3585 lbs. 0205.19 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of any T� W W3 �=c =5X10 m5X14 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL P 3555 /- /- A /2045 /- H 3585 A A A /1998 A Wind reactions based on MWFRS P Big Width = 8.0 Min Req = 1.5 H Brg Width = - Min Req = - Bearing P is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 22 -22 D - E 4117 - 7590 B - C 2364 -4286 E - F 3607 -6670 C - D 3116 - 58M F - G 1494 -2902 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 3953 -2170 L - K 7598 -4334 O - N 3810 -2152 K - J 7598 -4334 N - M 7255 -4171 J -1 5340 -3115 M - L 7255 -4171 I - H 10 -8-- Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - C 225 -28 E - J 828 -1058 C - N 2283 -1103 J - F 1516 -561 N - D 1206 -1658 F - I 1848 -2779 D- L 9V 0 I- G 3253 -1672 L - E 247 -9 G - H 1003 -1734 SCOSTA CORPORATION ROD RLRRUS�OFPFOOTRSES failure to build the 3670 COMMERCE CENTER DRI1 or cover e, , SEBRING, FL 33870 119. The s i bdrty (863)385.8242 Job Number. 91191 Ply: 1 SEQN: 26359 / T68 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss label: A2 Wgt: 254.8 Ibs / ... 05/22/2020 �— 9' 36'5-1/4' 6 „ 12 D= T2 E 6 T2 FX6 T2 G 6 T3 5 O.2X4 — T1 C =6X6H T T m W3 W3 W3 (a) (a) ZZ W4 'v =3X8(A1) B l O N M L K B2 83 J I 1 m4X4 C =H0510 =3X4=H0510=3X5 --5X6 SEAT PLATE REQ. 46' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.471 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.875 M 628 240 B 1851 /- P /1172 /1096 /285 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.111 1 - - 1 1720 P P /840 1985 /- EXP: D Des Ld: 37.00 HORZ(Tt•) : 0.207 1 - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Big Width = 8.0 Min Req = 1.5 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.780 1 Brg Width = - Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.578 Bearing B is a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.891 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 6.50 ft FT/RT:20(0)/10(0) Mfg Speed Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS VIEW Ver.18.02.01A.0205.19 A- B 44 0 E - F 3838 -5272 Lumber B - C 2827 -3804 F - G 3259 -4513 C - D 2765 - 3676 G - H 1402 -2006 Value Set: 136 (Effective 6/1I2013) D - E 3209 -4312 Top chord 2x6 SP #2 :T1 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 :W4 2x6 SP #2: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens. Tens.Comp. Chords Tens. Comp. Lumber value set " 13B" uses design values approved 1/30/2013 by ALSC B - P 3451 -2808 M - L 5187 -3896 P - O 3286 - 2602 L - K 5187 -3896 Bracing O-N 5132 -3923 K-J 3608 -2760 (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% N - M 5132 - 3923 J -1 42 -47 length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6' OC. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non -concurrent C - P 250 -117 F - K 820 -868 live load. P - D 271 -90 K - G 1166 -643 D - O 1326 -824 G - J 1750 -2064 Purlins O-E 958 -1057 J-H 2443 -1685 In lieu of rigid ceiling provide lateral bracing to brace E - M 329 -88 H -1 1281 -1684 BC @ 24" OC M - F 268 -51 Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating he dlin ,ship ang, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Corrtponent Safety Information b TPI and SBCA) for safe y practices pnor to performing these functions. Installers shall provide tempora bracing per BCSI. Unless noted o�herwise,top chord shall have property attached structural sheathanp and bottom chord shall have a proppeerryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin(,� nslailed per BCSI sections B3, B7 or 510, SCOSTA CORPORATION as applicable. Apply plates to each face, of truss and position as shown above and on the JoinfDetailS, unless noted otherwise. kefer to WOOD STEEL OR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW BuiidinlComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shi�ging, installation and bracing of trusses A seal on this yawing or cover page_ , SEBRING, FL 33870 listing this drawing indicates acceptance of pr ress na engineering respon ability soleiyfor the desiggn shown. The sUi bility (863)385-8242 and Ease of this drawing for any structure is the responsibility of the guildiiig Designer per ANSIITPI 1 S€c.2. Job Number. 91191 Ply: 1 SEQN: 26360 / T70 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A3 Wgt: 2352 Ibs / ... 05/22/2020 2-6-3/4-1 -D 6 @E 6 @FX6 @G 6 @H 6 12 T3 5 11112X4 T T1 W %40 (a) io 3X8(A1) B W3 W3 W7 W3 W3 in W4 6 o, A _ 61 Q P 0— B2 N M L B2 K — J =3X4 =H0308 =3X4 �H0308=3X4 m4X6 SEAT PLATE REQ , c 46' -� �-2'-� Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Lc[- 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: .0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Spacing: 24.0 " C$C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M31 :T1, T3 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumbervalue set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.352 N 999 360 VERT(TL): 0.653 N 842 240 HORZ(LL): 0.096 J - - HORZ(TL): 0.178 J - - Creep Factor: 2.0 Max TC CSI: 0.750 Max BC CSI: 0.482 Max Web CSI: 0.850 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of 'Ivi 1,or Torn acceptance any structure ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1851 /- A 11204 /1097 /272 J 1720 A A 1843 /1015 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 J Big Width = - Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 3203 -4241 B - C 2906 -3833 F - G 2807 -3705 C - D 2640 -3558 G - H 1589 -2069 D - E 2867 -3709 H -1 60 -35 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 3489 -2852 N - M 4161 -3129 Q - P 3109 -2424 M - L 4161 -3129 P - O 3109 -2424 L - K 3108 -2373 O - N 4176 -3172 K - J 889 -694 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 440 -288 F - L 637 -692 Q-D 367 -78 L-G 907 -510 D - O 910 -566 G - K 1338 -1575 O - E 652 - 708 K - H 1789 -1208 E - N 218 - 72 H - J 1426 -1820 N - F 225 -42 I - J 128 - 76 SCOSTA CORPORRATTryIgON ROOF bVP OOR TRUSSES failure to build the 3670 COMMERCE CENTER DRB i or cover pa e, SEBRING, FL 33870 I . The sU blhty (863)385-8242 Job Number. 91191 Ply: 1 I SEQN: 26361 / T69 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A4 I Wgt: 2422 Ibs .. / ... 05/22/2020 —13' i28'5-114" 4'6-3/4" ---{ 02D T3 6 E 6 T3 F 6 T3 Ge T4 12 T2 T S p I W W W W H 1112X4 T m jo5X6 C ( a) W ro T1 W4 W4 W3 ZZ Z W2 W5 d f6 A _ P B1 O N M B2 L K — I /2X4 =3X4 =1-10308 m3X4 =3X4 =H0308 B2 SEAT PLATE REQ. � 46' ' �— 2' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udef L/# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.286 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.531 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 1 - - Des LC:37.00 EXP: D Height: Mean Height:15.00 ft HORZ(TL): 0.158 I - - NCBCLL: 10.00 TCDL: 4.0 Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.794 Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.544 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Max Web CSI: 0.987 Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.19 Wind Duration:1.60 WAVE, HS Lumber Additional Notes Value Set: 13B (Effective 6/1/2013) WARNING: Furnish a copy of this DWG to the Top chord 2x4 SP #2 :T3 2x4 SP M31: installation contractor. Special care must be taken Bot chord 2x4 SP M-31 during handling, shipping and installation of trusses. Webs 2x4 SP #2 See "WARNING" note below. Lumber value set "139" uses design values Provide hanger or special connection at right end of approved 1/30/2013 by ALSC truss for 1720 lbs. Bracing (a)1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ G' OC. (b) 2x4 #3 or better'T' reinforcement. 80% length of web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6' OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. '"'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of 11 Pl 1, or for h acceptance any sructure ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1848 A A /1231 1715 1284 1 1720 /- A /870 /74D A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 1 Brig Width = - Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 2722 -3482 B - C 2671 -3739 F - G 1828 -2300 C-D 2710 -3572 G-H 114 -68 D - E 2660 -3384 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 3394 -26M M - L 3659 -2777 P - O 3433 -2721 L - K 3144 -2411 O - N 2943 -2290 K - J 3144 -2411 N - M 2943 -2290 J -1 1275 -1002 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 2D4 -58 L-F 539 -210 C - O 388 -280 F - J 1157 -1288 O - D 505 -264 J - G 1562 -991 D - M 673 -334 G -1 1548 -1962 M - E 487 -420 H -1 237 -138 E - L 357 -271 ms 63,137 or 131 u; — SCOSTA CORPORATION Ierwise. fierier to WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRI\ i or cover e_ , SEBRING, FL 33870 19. The s I blllty, (863)385-8242 Job Number. 91191 Ply: 1 I SEQN: 26362 / T56 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A5 I Wgt: 253.4 Ibs .. / ... 05/22/2020 16 zx-5X6 D SEAT PLATE REQ. 46' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Lc: 37.00 Mean Height:15.00 It NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 it Rep Factors Used: Yes Loc. from endwall: not in 13.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP 92 :T2 2x4 SP M31: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ G' OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1720 lbs. a 2V5-1/4" -i V6-3/4 $5X6 G H " 4X6 io m W6 M 11 Deft/CSI Criteria ♦Maximum Reactions (ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): 0.257 N 999 360 Loc R+ / R- / Rh / Rw / U / RL B 1848 /- /- /1253 /711 /323 VERT(I-Q: 0.478 N 999 240 HORZ(LL): 0.0771 - - 1 1720 /- /- /893 /681 /- HORZ(TL): 0.143 1 - - Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Max TC CSI: 0.900 1 Brg Width = - Min Req = - Max BC CSI: 0.441 Bearing B is a rigid surface. Max Web CSI: 0.961 Bearing B requires a seat plate. Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.19 A- B 44 0 E - F 2428 -3019 B - C 2644 -3799 F - G 1846 -2220 C - D 2504 -3316 G - H 966 -1225 D - E 2448 -3018 *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING I quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to ani any siramr or wens snau nave DT,.n rnsraueD per u as shown above and on the Jain etaiIs. unless Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 3447 -2572 M - L 2767 -2083 Q - P 3404 -2697 L - K 2767 -2083 P - O 2778 -2118 K - J 1570 -1203 O-N 2778 -2118 J-1 12 -20 N - M 3163 - 2372 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q- C 260 0 M- F 468 -207 C - P 553 -486 F - K 865 -1006 P - D 494 -224 K - G 1195 -753 D - N 442 -225 G - J 957 -1104 N - E 337 -265 J - H 1533 -1087 E - M 326 -265 H -1 1374 -1700 of BCSI (Building nvide tempora ill have a Is 63, B7pro B110, or rwise. kefer to SCOSTA CORPORATION WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES iilure to build the 3670 COMMERCE CENTER DRIVE Or cover e SEBRING, FL 33870 The s i bility (863)385-8242 IJob Number 91191 Ply: Truss Label: AUCTION /JURADO/COD /KCD I W t '239.4 Ibs FROM; 26363 / T76 /HIPS DRW% 05/22/2020 r 17' i 20'5-1/4" }+ 96-3/4" -{ aE 6 F 4 G5 6 T4 8 HX6 12 2 T2 1112X4D W W W W T5 O T S a) W5 W5 W5 W4 I Q4X6 Q5X6C T T1 W7 -4i-g o W1 W2 Q B2 P O B3 N M L 83 K M3 6JT =3AX5(A1) B 5X6 =H0308 -3X4 =3X4 =3X6 =3X4 =4X4 zu Bt =6X6 IS;4 SEAT PLATE REQ. SEAT PLATE REQ SEAT PLATE REQ. k 12'4" 33'8" 1-2 +i 12'31/2" 46 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,PF in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.102 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.189 G 999 240 B 556 /- A /426 /176 P362 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.027 J - - R 1762 A /- /1139 /744 A EXP: D Des HORZrn) 0.054 J - - T 1267 A /- /770 /433 A .00 Mean Height: 15.00 ft NCBCLL: 1100.00 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.0 sf Soffit: 0.00 P Bldg Code: FBC 2017 RES Max TC CSI: 0.705 B Brg Width = 8.0 Min Req = 1.5 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.822 R Big Width = 8.0 Min Req = 2.1 T Brg Width = 8.0 Min Req 1.5 Spacing: 24.0 " C&C Dist a: 4.60 it Rep Factors Used: Yes Max Web CSI: 0.925 Bearings B, R, & T are rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20 /10 Mfg Specified Camber. 0 0 () () 9 P Bearings B, R, & T require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 44 0 E - F 1-1520 Value Set: 13B (Effective 6/1/2013) B - C 228 -585 F - G 1695 695 -20422042 Top chord 2x4 SP M-31 :T1, T2 2x4 SP #2: C - D 223 -173 G - H 1613 -1914 Bot chord 2x4 SP #2 D - E 179 -97 H -1 1079 -1484 Webs 2x4 SP #2 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B-S 486 -312 N-M 2091 -1501 (a) 1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% S - R 481 -315 M - L 2091 -1501 length of web member. Attach with 8d Box or Gun Q - P 1024 -721 L - K 1630 -1222 (0.113"x2.5",min.)nails @ 5' OC. P - O 1022 -721 K - J 49 -79 O - N 1914 -1371 Loading Bottom chord checked for 10.00 psf non -concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Purlins S-C 276 0 F-N 264 -86 In lieu of rigid ceiling provide lateral bracing to brace C - R 406 -583 N - G 171 -91 BC @ 24" OC R - Q 1185 -1463 G - L 324 -321 D-Q 432 -284 L-H 514 -211 Additional Notes Q - E 1103 -1544 H - K 543 -494 WARNING: Fumish a copy of this DWG to the E - O 902 -533 K -1 1343 -841 installation contractor. Special care must be taken O - F 675 -717 I - J 1015 -1248 during handling, shipping and installation of trusses. See "WARNING" note below. Of **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4T** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handlin sh! rng, installing ,and bracing. Refer to and follow the latest edition of BCSI (Building mation b TPI and fabricating, toy sate y practices pnor to performing these functions. Installers shall provide temporary s noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerty xations shown for permanent lateral restraint of webs shall have bracinccLLinstalled per BCSI sections 63, 87 or B10, SCOSTA CORPORATION ates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER ndard plate positions. ROOF A FLOOR TRUSSES any failure to build the 3670 COMMERCE CENTER DW ih�rTheesUit2e,flty SEB�RI3) F82 870 IJob Number. 91191 Ply: 1 SEQN: 26364 / T72 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Oty: 1 FROM: DRW. Truss Label: A7 Wgt: 247.8 Ibs / ... 05/22/2020 rt , 19 -i 195-1/4" 10'6-3/4" -� obw =bus -Mbxu E T3 F T3 G 12 T2 W W W T4 5 p �3X6D e3X6 M WB W6 W5 IN tD 5X6 W3 W4 yC W9 T1 W1 W2 Q �-JAD O NM B3 M L K B3 =6 JT =3A (A1) B 3X4 (al =H0308 =3X4 =3X6 =3X4 B1 S =6X6 JJ IM SEAT PLATE REQ. —1 z4" 2 + 12n-10 SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:11 EXP: D Des Ld: 37.00 Mean Height:15.00 it NCBCLL: 10.00 TCDL: 4.0 psf Soffit:' 0.00 BCDL:6.0psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 4.60 ft Loc. from endwall: not in 13.00 it GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13131" uses design values approved 1/3012013 byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 46' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE, HS 33'8" 33'8-1/Z' Deff/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.091 F 999 360 VERT(TL): 0.170 F 999 240 HORZ(LL): 0.023 J - - HORZ(TL): 0.045 J - - Creep Factor: 2.0 Max TC CSI: 0.780 Max BC CSI: 0.799 Max Web CSI: 0.678 Mfg Specked Camber. VIEW Ver: 18.02.01A.0205.19 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Of SEAT PLATE REQ. f ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 549 /- /- /398 /176 /401 R 1788 A A 11195 /753 /- T 1260 A A 1792 1386 A Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 R Brg Width = 8.0 Min Req = 2.1 T Big Width = 8.0 Min Req = 1.5 Bearings B, R, & Tare a rigid surface. Bearings B, R, & T require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 1334 -1522 B - C 178 -569 F - G 1501 -1730 C - D 293 -232 G - H 1408 -1772 D - E 855 -1029 H -1 60 -49 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 472 -258 N - M 1789 -1264 S - R 467 -260 M - L 1570 -1110 Q-P 52 -59 L-K 1570 -1110 P - O 1146 -782 K - J 1355 -1088 O - N 1146 -782 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S- C 276 0 N- F 507 -474 C-R 391 -688 F-M 221 -104 R - Q 1204 -1494 M - G 299 -117 Q - D 1218 -1454 G - K 159 -29 D-P 1175 -754 K-H 320 -85 P - E 569 -645 H - J 1428 -1739 E - N 667 -392 I - J 124 -72 u n is ceum . Locations snown Tor ermanent imeral restraint or wens snan nave oraanc ristaneo per bL;sl sections tss, tsr or ts1u, SCOSTA CORPORATION Ica e. App y plates to each face o truss and position as shown above and on the JoinfgDetails, unless noted otherwise. Refer to WOOD STEEL OR TIMBER s 160A Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drav�in9 any failure to build the 3670 COMMERCE CENTER DRn conformance with ANSIPI1, orfor handlin shippin ,installation and bracinn of trusses.A seal on this gravnnrt or cover page, SEBRING, FL 33870 this drawing, indicates acceptance of efessppna� en meenn responsibilit�yy solely for the design shoWh. The spi Qbrlity (863)365.8242 ;e of this �favving for any structure is tTre responsibilit.pof the B9uildirsg Desigrfer per ANSI/TPI 1 S�c.2. Job Number: 91191 Ply: 1 SEQN: 26365 / T66 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD City: 1 FROM: DRW: Truss Label: AS Wgt: 249.2 Ibs .. / ... 05/22/2020 21' 12'5-1/4" 12'63/4" 160AU IOLX4 -0A6 E F G 12 O W yy7 W T4 5 I% o03X6D H\3X8 W6 W5 /5X6c W3 W4 W7 T1 W1 W2 P B2 O N J� L K 83 =g g JS =3AX5(A1) B 3X4 =3X5 =H0308 (aal =3X6 =3X4 B1 R 6X6 �J III�Y1 SEAT PLATE REQ. SEAT PLATE REQ. i 124" i — 1 2X4 T 0 1'10.3n6' �1 SEAT PLATE REQ. f- 2' 1 12'3-1/2" i 338-1/2" - I 46' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pt in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP M-31 :B1 2x4 SP #2: Webs 2x4 SP #2 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.076 F 999 360 VERT(TL): 0.142 F 999 240 HORZ(LL): 0.015 J - - HORZ(TL): 0.031 J - - Creep Factor: 2.0 Max TC CSI: 0.878 Max BC CSI: 0.450 Max Web CSI: 0.923 Mfg Specked Camber. VIEW Ver: 18.02.01A.0205.19 AL Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 549 /- /- /376 A SO /440 Q 1796 /- /- /1235 /748 /- S 1258 /- /- /809 )384 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 Q Brg Width = 8.0 Min Req = 2.1 S Brg Width = 8.0 Min Req = 1.5 Bearings B, Q, & S are a rigid surface. Bearings B, Q, & S require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 1409 -1566 B - C 160 -566 F - G 1409 -15W C - D 338 -282 G - H 1380 -1768 D - E 933 -1194 H -1 67 -53 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 469 -225 N - M 1203 -809 R - Q 464 -227 M - L 1486 -1019 P-O 37 -41 L-K 1486 -1019 O - N 1203 -809 K - J 1452 -1153 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- C 276 0 F- M 360 -300 C - Q 343 -580 M - G 213 -117 Q-P 1216-1518 G-K 301 -20 P - D 1235 -1473 K - H 258 -70 D - O 1198 -727 H - J 1470 -1804 O-E 498 -451 I-J 136 -73 E - M 542 -357 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fMI ating handlin shippping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building 'iSafety Information b and SBCA) toy safely practices pnor to performing thesefunctions. Installers shall provide temposBCSI.Unless noted ovise,top chord shall have properi attached structural sheathm and bottomchord shall have apro id ceilingg Locationsn forpermanent lateral restraint of webs shall have bracincLlnjailed per BCSI sections B3, 67 or �10, SCOSTA CORPORATION e, gppiy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WOOD STEEL OR TIMBER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of 'l F 11, or for h acceptance any structure failure to build the 3670 COMMERCE CENTER DRII or covet e. • SEBRING, FL 33870 / . The s i blllty (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26366 / T75 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A9 Wgt: 253A Ibs / ... 05/22/2020 23' 8'51/4" 14'63/4" 90oxa m5xa F T3 G T2 %3X4 5 12 /4X4 E W H T4 p (a) (a) /5X6� W W7 W6 W T7 /3X4 W5 VY9 1 %0 C W W11 W1 W2 O B2 P O M L B3 K I3 JT A6(A1)8 5X6 =3X4 =H0308 83 =3X6=3X4 =4X4 131 S 6 MWA SEATPLATEREQ. SEAT PLATE REQ. i 1z4" i- SEAT PLATE REQ. 33'8" 2' 1 12'3-1/2" i338.1/2' M, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in psF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.074 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(rL): 0.137 G 999 240 B 561 /- /- /383 /197 /479 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 J - - R 1754 /- P /1229 /701 P Des Ld: 37.00 EXP: D HORZ(TL): 0.043 J - - T 1269 /- /- /819 1384 /- NCBCLL: 10.00 Mean Height:15.00 ft Code / Mist: Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf p ode: FBC 2017 RES Max TC CSI: 0.812 BldgC B B Width = 8.0 Min Re 1.5 q = Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.757 R Brg Width = 8.0 Min Req = 2.1 T Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.60 It Rep Factors Used: Yes Max Web CSI: 0.921 Bearings B, R, & Tare a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B, R, & T require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver.18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 E - F 1147 -1336 Value Set: 13B (Effective 6/1/2013) B - C 246 -598 F - G 1296 -1373 Top chord 2x4 SP #2 C - D 338 -296 G - H 1447 -1740 Bot chord 2x4 SP #2 D - E 307 -238 H -1 1101 -1514 Webs 2x4 SP #2 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B - S 499 -345 N - M 1408 -935 (a)1x4 #2 SYP,HF,OR SPF "T" reinforcement. 80% S - R 494 -347 M - L 1408 -935 length of web member. Attach with 8d Box or Gun Q - P 914 -671 L - K 1628 -1194 (0.113"x2.5",min.)nails @ G' OC. P - O 1252 -829 K - J 33 -56 O - N 1252 -829 Loading Bottom chord checked for 10.00 psf non -concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Purlins S- C 275 0 F- N 329 -118 In lieu of rigid ceiling provide lateral bracing to brace C - R 438 -591 N - G 223 -157 BC @ 24" OC R - Q 1092 -1447 G - L 342 -159 D - Q 283 -224 L - H 317 -209 Additional Notes Q - E 1125 -1507 H - K 516 -499 WARNING: Furnish a copy of this DWG to the E - P 425 -124 K -1 1409 -930 installation contractor. Special care must be taken P - F 234 -207 I - J 996 -1242 during handling, shipping and installation of trusses See "WARNING" note below. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin ,ship rng, installing,and bracing. Referto and followthe latest edition of BCSI (Building Safety Information b�r TPI and SBCA) for safe y practices poor to performing t�ese functions. Installers shall provide temporary BCSI. Unless noted o herwlse,top chord shall have propedy attached structure sheathinand bottom chord shall have a properly Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing In Iled per BCSI sections B3, 67 or 10, SCOSTASCOSTA CORPO4 5e. Apply plates to each face, of truss and position as shown above and on the Jointi Details, unless noted otherwise. f7efer to WOOD STEEL oR TIMBER 60A Z for andard plate positrons. ROOF bR FLOOR TRUSSES of I NI 1, or for h acceptance any structure failure to build the 3670 COMMERCE CENTER DRI\ 1%pp Or cover ppa a SEBRING, FL 33870 . The sU1 billty (863)385-8242 Job Number. 91191 Ply:1 SECIM 26367 / T10 / SPEC /N&A CONSTRUCTION MURADO/COD /KCD Qly: 1 FROM: DRW: Truss Label: A10 Wgt: 285.6 Ibs .. / ... 05122/2020 24'6-12" 141w5/tfi ro-5/16. 1 14'1-5/16" � SEAT PLATE RE4. SEAT PLATE REM ---12'4" --i 1-7 +1 173-12" i 33'8-12" 46' Loading Criteria (psf) Wind Criteria Snow Criteria ft,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.09 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: IT to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #2 Sot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live Iced. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.101 H 999 360 VERT(TL): 0.188 H 999 240 HORZ(LL): 0.016 L - - HORZ(TL): 0.033 L - - Creep Factor: 2.0 Max TC CSI: 0.831 Max BC CSI: 0.746 Max Web CSI: 0.804 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 SEAT PLATE REG. ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 553 /- /- 1355 /198 1510 U 1779 /- A /1261 /646 /- W 1262 A /- /815 /376 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 U Brg Width = 8.0 Min Req = 2.1 W Brg Width = 8.0 Min Req = 1.5 Bearings B, U, & W are a rigid surface. Bearings B, U, & W require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 F-G 1294 -1217 B - C 229 -579 G - H 1372 -1356 C - D 406 -350 H -1 1399 -1422 D - E 1058 -1269 I - J 1395 -1617 E - F 1291 -1385 J - K 1405 -1835 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 482 -295 Q-13 1217 -775 V - U 4T7 -298 P - O 1408 -959 T-S 37 -41 O-N 1647 -1204 S - R 1135 -780 N - M 1647 -1204 R-Q 1135 -780 M-L 48 -57 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V- C 275 0 G- P 623 -691 C - U 421 -595 P - H 802 -773 U - T 1138 -1479 H - O 190 -155 T-D 1162 -1419 0-1 347 -175 D - S 1293 -897 0- J 321 -329 S - E 511 -477 J - M 351 -206 E - Q 251 -87 M - K 1628 -1178 F - Q 210 -78 K - L 1032 -1202 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating IT dlin sh! Lng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information b TPI end SBCA) fo' sateiy practices pnor to performing these functions Installers shall provide temporary braaggXer SCSI Unless noted o�hermse,top chord shall have property attached structural sheattlinq and bottom chord shall �ave a progeny � attac a r!99id ceifing. Locations shown forpermanent lateral restraint of webs shall have bracincLins alied per BCSI sections 3, B7 or I . asap livable. Apply fates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. f�efer to dravvi9gs 160A Z for s�andard plate positions. Alpine, a division of ITW Buildina Components Groua Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the i F9 T , or Tor ITacce to ce any structure g or cover pale in. The sgbility 3670 COMMERCE CENTER SEBRING, FL 33870 (863)385-8242 IJob Number. 91191 Ply: 1 SEQN: 26368 / T44 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: All 1 Wgt: 270.2 Ibs / ... 05/22/2020 r 282-12" —+ 405/16"-1 1T1-5/16' — -� F®5X6 T3 T4 H 6 /3X4E T2 12 W7 %3X t 5 � I W5 W10 T5 '05X6D b � W1 T1 W6 X f3X4C W3 W4 W12 J%4 W W14 B W1 W2 R B2 Q P N M 84 L �3 U ®A5(A1) 3X4-4X4=H0308 =3X6=3X8 =-3X8 B1 l2X4 S= X6 SEAT PLATE REQ. SEAT PLATE REQ. k VIC f- 2' 4s Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.23 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.60 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. DefI/CS1 Criteria PP Deflection in too L/defl L/# VERT(LL): 0.090 G 999 360 VERT(TL): 0.167 G 999 240 HORZ(LL): 0.015 K - - HORZ(TL): 0.031 K - - Creep Factor: 2.0 Max TC CSI: 0.707 Max BC CSI: 0.773 Max Web CSI: 0.837 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 "'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l quire extreme care in fabricating, handling, shipping, installing and bracing. _ Refer to ani Of l PI 1, or for h acceptance any sructure as shown above and on Of SEAT PLATE REQ. �11 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 551 /- /- /349 /199 1524 S 1784 /- A /1258 /638 A U 1261 A /- /806 /373 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Big Width = 8.0 Min Req = 2.1 U Brg Width = 8.0 Min Req = 1.5 Bearings B, S. & U are a rigid surface. Bearings B, S. & U require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 F- G 1342 -1336 B - C 239 -575 G - H 1459 -1514 C - D 419 -359 H -1 1483 -1702 D-E 1119 -1294 I-J 1411 -1770 E - F 1329 -1367 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 478 -287 O - N 1595 -1188 T - S 473 -289 N - M 1595 -1188 R - Q 47 -52 M - L 1600 -1222 Q-P 1154 -800 L-K 34 -41) P-O 1154 -800 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. T- C 276 0 O- G 798 -694 C - S 417 -595 G - M 275 -160 S - R 1152 -1486 M - H 388 -261 R-D 1181 -1424 M-1 216 -205 D - Q 1315 -920 I - L 388 -286 Q - E 491 -446 L - J 1602 -1216 E-0 171 -101 J-K 1056 -1207 F - O 685 -577 failure to buiilpldda� pthe 3670 COMMERCE CENTER or 1%. TheesUitability s (�j3FL 2 2870 IJob Number. 91191 Ply: 1 SEQN: 26369 / T51 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al2 Wgt: 264.6 Ibs / ... 05/22/2020 67-70 1- a'0-&16"-1 101-5/16• -� ' ®5X6 T2 T3 s5X6 /3X4E W7 CL T4 H 12 . b 5 1 ®5X60 W5 (aW10 I' T5 b ) 0 W6 W9 W1 03X4C W3 W4 W12W W14 W14 W1 VQ R 82 Q P O B3 N M B3 L 13 U ®3X5(A1) B 3X4 =4X4 =H0308 =W =W--21X8 A 81 T S= X6 A�xa SEAT PLATE REQ. r----12'4" SEAT PLATE REQ. SEAT PLATE REQ. 33 �-2' -}- 123-10 33'840 49 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.087 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.162 G 999 240 B 551 /- /- /349 /200 /524 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 E - - S 1783 /- /- /1252 /629 /- EXP: D Des Ld: 37.00 HORZ(TL): 0.027 E - - U 1261 /- /- /800 /342 /- Mean p :15.23 ft NCBCLL: 10.00 TCDL: 4sf Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS .0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.707 B Brg Width = 8.0 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Max BC CSi: 0.504 S Brg Width = 8.0 Min Req = 2.1 U Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.60 It Rep Factors Used: Yes Max Web CSi: 0.818 Bearings B, S, & U are a rigid surface. Loc. from endwali: not in 13.00 It FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B, S, & U require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 F - G 1315 -1375 Value Set: 13B (Effective 6/1/2013) B - C 241 -575 G - H 1464 -1592 Top chord 2x4 SP #2 C - D 418 -358 H - I 1520 -1772 Bot chord 2x4 SP #2 :B3 2x4 SP M-31: D - E 1103 -1292 I - J 1370 -1673 Webs 2x4 SP #2 E - F 1306 -1376 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 1 x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% B - T 478 -287 O - N 1792 -1398 length of web member. Attach with 8d Box or Gun T - S 473 -290 N - M . 1792 -1398 (0.113'1x2.6%min.)nails @ 6" OC. R - Q 44 -49 M - L 1527 -1198 Q-P 1151 -783 L-K 22 -27 Loading P - O 1151 -783 Bottom chord checked for 10.00 psf non -concurrent live load. Maximum Web Forces Per Ply (Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of rigid ceiling provide lateral bracing to brace T- C 276 0 O - G 869 -774 BC @ 24" OC C - S 416 -594 G - M 482 -359 S - R 1138 -1486 M - H 444 -349 Additional Notes R-D 1169-1422 M-I 171 -86 WARNING: Furnish a copy of this DWG to the D - Q 1308 -899 I - L 418 _391 installation contractor. Special care must be taken Q - E 475 -454 L - J 1552 -1206 during handling, shipping and installation of trusses. E - O 184 -105 J - K 1055 -1211 See "WARNING" note below. F-O 645 -478 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme e in fIb-ca ting handlin , shi prng, installing,and bracing. Refer to and followthe latest editionofBCSI(Building Sfety Information bTPI and SBCA) for safely practices poor to performing these functions. Installers shall provide temporaryBCSI Unless notes herwise,top chord shall have properly attached structural sheathin and bottom chord shall havpro rd ceilingg Locationshown for permanent lateral restraint of webs shall have bracing�rns ailed per BCSI sections 63, 67 or �10, SCOSTA CORPORATION le. Apply plates to each face of truss and position assown sshown above and on the Joint Details, unless noted otherwise. Refer to WOOD STEEL OR TIMBER 60A- for Standard plate positiQOS. ROOF bR FLOOR TRUSSES Of TPI 1, or for h acceptance anystructure failure to build the 3670 COMMERCE CENTER DRI\ or cover Page SEBRING. FL 33870 r . The sEjitgbility (863)385.8242 Job Number: 91191 Ply: 1 SEQN: 26370 / T46 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A13 Wgt: 261.8 Ibs / ... 05/22/2020 252-12° i87-7/8"—+4'05/16" 815/16' — -� F®5X6 T2 T3 H X6 12 OWE � T4 Gar 5 p 12X4O b /5X6D W5 (a VV1 I T5 0W6 J%4X i3X4C V13 W4 yy w1a ®3X5(A1)B wi W2 C 82 P O N B3 =—M B3 L 13 3X4 =4X4 =—H0308 IS 5x8 --4X10 A 81 S = X6 �7YA SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. r---174" 33'8" 2' 'f' 123-12" 46 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell L/# Gravity Non -Gravity Speed: 159 mph TCDL: 7.00 P P Pf: NA Ce: NA VERT(LL): 0.105 G 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.195 G 999 240 B 550 /- A 1349 /199 /524 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.019 K - - R 1787 A A /1247 /621 /- EXP: D i Des Ld: 37.00 HORZ : 0.039 K - - iTL) T 1260 /- A /794 /337 /- Mean Height:15.23 It NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria CreepFactor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.874 B Brg Width = 8.0 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: > 2h TPI Std: 2014 Max BC CSI: 0.947 R Big Width = 8.0 Min Req = 2.1 T Brg Width = 8.0 Min Req = 1.5 Spacing: 24.0 " C8,C Dist a: 4.60 It Rep Factors Used: Yes Max Web CSI: 0.985 Bearings B, R, & T are a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Bearings B, R, & T require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 F - G 1291 -1402 Value Set: 13B (Effective 6/1/2013) B - C 236 -572 G - H 1839 -2020 Top chord 2x4 SP #2 C - D 420 -358 H -1 1495 -1616 Bot chord 2x4 SP #2 D - E 1078 -1285 I - J 1324 -1609 Webs 2x4 SP #2 E - F 1292 -1373 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 2x4 #3 or better "T' reinforcement. 80% length of B - S 475 -282 O - N 1144 -758 web member. Attach with 16d Box or Gun S - R 471 -284 N - M 2046 -1598 (0.135"x3.5",min.)nails @ 6" OC. Q - P 49 -56 M - L 1565 -1193 P-0 1144 -758 L-K 13 -17 Loading Bottom chord checked for 10.00 psf non -concurrent Maximum Web Forces Per Ply (Ibs) live load. Webs Tens.Comp. Webs Tens. Comp. Purlins S- C 276 0 N- G 980 -961 In lieu of rigid ceiling provide lateral bracing to brace C - R 414 -594 G - M 595 -428 BC@24"OC R-Q 1129-1491 M-H 755 -612 Q-D 1158 -1428 H-L 112 -190 Additional Notes D - P 1308 -878 L - I 429 -257 WARNING: Fumish a copy of this DWG to the P - E 472 -445 L - J 1532 -1205 installation contractor. Special care must be taken E - N 194 -121 J - K 1068 -1230 during handling, shipping and installation of trusses. F - N 619 -402 See "WARNING" note below. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatinNhed nlin ,shipppinginstallingand bracing. Refertoandfollowthe latest edition of BCSI(BuildingfSafetyIformation b TPI anBCA)or ieTypractnor toperforming hesefunctons. Installrsslprovide temposUnessnoted o herwisep chord sh�a I have properiattached structural sheathin and bottom chord shall haveaprrylyilinggLocationsshownfoermanent lateral restraint of webs shall have bracing9�msalled per BCSI sections B3, B7 or10, SCOSTA CORPORATION le. eppl�r plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f�efer to WOOD STEEL. oR T MBER 60A-LZ fo standard plate positions. ROOF bR FLOOR TE�USSES Of IIvi 1,orforn r accetance any structure ilure to build the 3670 COMMERCE CENTER DRII or cover a eSEBRING, FL 33870 The s 1 bility (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26371 / T53 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A14 Wgt: 274A Ibs .. / ... 05/22/2020 252-12° f107-7/8" 14'05116" 1 99-118" � SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 12'4" 37'313/16" �- 2' 1 12'3-1/2" Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height:15.23 it NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist:> 2h Spacing: 24.0 " C&C Dist a: 4.97 ft Loc. from endwall: not in 13.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 :B3 2x4 SP M-31: Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% length of web member. Attach with 8d Box or Gun (0.113"x2.6%min.)nails @ 6' OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT. W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS 3T4-5/16" Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.203 H 999 360 VERT(TL): 0.378 H 999 240 HORZ(LL): 0.038 F - - HORZ(TL): 0.074 F - - Creep Factor: 2.0 Max TC CSI: 0.712 Max BC CSI: 0.722 Max Web CSI: 0.989 Mfg Specked Camber. VIEW Ver: 18.02.01A.0205.19 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of any ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 543 /- /- /333 /223 /524 T 1935 /- A /1322 /622 /- K 1400 /- A /931 /395 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 2.3 K Big Width = 8.0 Min Req = 1.7 Bearings B, T, & K are a rigid surface. Bearings B, T, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 F- G 1487 -1571 B - C 333 -556 G - H 2536 -2903 C - D 475 -354 H -1 2145 -2457 D - E 1233 -1424 I - J 2247 -2679 E - F 1456 -1574 J - K 2482 -3064 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 460 -256 P - O 2193 -1579 U - T 455 -259 O - N 2928 -2234 S - R 86 -98 N - M 2928 -2234 R - Q 1275 -799 M - L 2777 -2174 Q - P 1275 - 799 L - K 2780 -2171 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U- C 278 0 P- G 1093 -1096 C - T 415 -595 G - O 1049 -821 T - S 1188 -1641 O - H 893 -836 S - D 1214 -1575 H - M 604 -685 D - R 1497 -964 M -1 763 -583 R-E 511 -533 M-J 418 -386 E- P 228 -97 J- L 178 0 F - P 809 -668 ns ti tsrf�efer nu' — SCOSTA CORPORATION a ierviiROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRIB i or cover pa e, , SEBRING, FL 33870 . The sUi blllty (863)W5-8242 Job Number: 91191 Ply: 1 SEQN: 26372 / T63 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: A15 Wgt: 264.6 Ibs / ... 05/22/2020 r 252-1/2' + 127-7/8" T snc NT SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 124" i3T3-13/16" 2 123-1/2" + 3T45/16' 2 - r 49'7-13/16 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in foe Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(I-Q: 0.219 H 999 360 Lee R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(rL): 0.403 H 999 240 B 543 /- /- 1320 /236 /576 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.042 F - - S 1934 /- /- /1335 /583 /- EXP: D Des Ld: 37.00 HORZ 0.081 F - - (TI-)� J 1516 /- /- /1091 /452 /- Mean Height:15.23 It NCBCLL: 10.00 TCDL: 4.0 psf Code Code / Misc Criteria Creep Factor: 2.0 reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.862 B Brg Width = 8.0 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.935 S Brg Width = 8.0 Min Req = 2.3 J Brg Width = 8.0 Min Req = 1.8 Spacing: 24.0 " C&C Dist a: 4.97 ft Rep Factors Used: Yes Max Web CSI: 0.995 Bearings B, S, $ J are a rigid surface. Loc. from endwall: not in 13.00 It FT/RT:20(0)/10(0) Mfg Speed Camber. Bearings B, S, & J require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02. 11A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 44 0 F - G 1467 -1565 Value Set: 136 (Effective 6/1l2013) B - C 421 -554 G - H 2403 -2893 Top chord 2x4 SP #2 C - D 510 -409 H -1 2234 -2668 Bot chord 2x4 SP #2 :B3 2x4 SP M-31: D - E 1246 -1416 I - J 2252 -2895 Webs 2x4 SP #2 E - F 1430 -1565 J - K 44 0 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Maximum Bet Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 1x4 #2 SYP,HF,OR SPF "T' reinforcement. 80% B - T 458 -253 O - N 2189 -1415 length of web member. Attach with 8d Box or Gun T - S 453 -255 N - M 3374 -2481 (0.113'k2.5",min.)nails @ 5' OC. R - Q 94 -104 M - L 3374 -2481 Q-P 1269 -702 L-J 2599 -1872 Loading P - O 1269 -702 Bottom chord checked for 10.00 psf non -concurrent live load. Maximum Web Forces Per Ply (Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of rigid ceiling provide lateral bracing to brace T - C 278 0 F - O 814 -672 BC @ 24" OC C - S 413 -595 O - G 1051 -1103 S - R 1105 -1640 G - N 982 -693 Additional Notes R - D 1130 -1573 N - H 1053 -1042 WARNING: Furnish a copy of this DWG to the D - Q 1497 -865 H - L R16 -938 installation contractor. Special care must be taken Q - E 468 -533 L - I 768 -508 during handling, shipping and installation of trusses. E - O 214 -89 See "WARNING" note below. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabriptinp handlin shi in installing,and bracing. Referto and followthe latest edition of BCSI (Building t Safety Information b TPI and SBCA) to' sate y practices poor to performing these functions Installers shall provide temporary BC;PpVlatetoe.chface0PSS.nd ., Unless noted oherwise,top chord shall have propedy attached structural sheathingp and bottom chord shall have a proppeerly qqid lingg. Locations shown for permanent lateral restraint of webs shall have bracincLrnslalled per BCSI sections B3, B7 or 610, SCOSTASCOSTA CORPORA��N rle. ly position as shownboveand on the Joint Details, unless noted otherwise. f�efer to WOOD STEELORTIMBER60Aforsndard plate positionROOF bR FLOOR TRUSSES of rrPI 1, or for h acceptance anystructure failure to build the 3670 COMMERCE CENTER DRI\ or cOVer e _ SEBRING, FL 33670 r . The s I bilrty (863)365-8242 Job Number. 91191 Ply: 1 SEQN: 26373 / T62 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A16 Wgt: 253.4 Ibs / ... 05/22/2020 25' 4-1¢ 1� 6" 14'5-7/16" 4 /1� 99-1B" io r--- 7'1-1/2" 42'6-5/16" ��{� TV 42'6-13/16" _ - 2' J r 497-13/16" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf. NA Ce: NA VERT(LL): 0.307 N 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.567 N 900 240 B 371 /- /- /193 /222 /572 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.079 L - - S 1872 P P /1315 /587 /- EXP: D Des Ld. 37.00 HORZ 0.145 L - - (T-) J 1724 !- /- /1145 l478 /- Mean Height:15.18 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.0 psf Soffit: 0.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.777 g Big Width = 8.0 Min Req = 1.5 BCDL: 6.0 psf p Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std2014 Max BC CSI0596 : : . S Big Width = 8.0 J Big Width = 8.0 Min Req = 22 Min Req = 1.5 Spacing: 24.0 " C&C Dist a: 4.97 It Rep Factors Used: Yes Max Web CSI: 0.912 Bearings B, S, & J are a rigid surface. Loc. from endwall: not in 13.00 It FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B, S, & J require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 0 F - G -2212 Value Set: 13B (Effective 611/2013) B-C 471 -494 G-H 2742 -3636 Top chord 2x4 SP #2 :T2, T3 2x4 SP M31: C - D 378 -373 H - I 2522 -3312 Bot chord 2x4 SP M-31 :B1 2x4 SP 92: D - E 1915 -2578 I -J 2558 -3508 Webs 2x4 SP #2 E - F 1792 -2212 J - K 44 0 Lumbervalue set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) 1x4 #2 SYP,HF,OR SPF -r reinforcement. 80% B - S 28 -31 O - N 2845 -1769 length of web member. Attach with 8d Box or Gun R - Q 2227 -1413 N - M 4867 -3577 (0.113"x2.5",min.)nails @ 6" OC. Q - P 2354 -1382 M - L 4867 -3577 (b) 2x4 #3 or better "T' reinforcement. 80% length of P - O 2354 -1382 L - J 3175 -2172 web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non -concurrent C - R 302 -289 F - O 1347 -1020 live load. R - S 1241 -1802 O - G 1093 -1192 R - D 1809 - 2695 G - N 1003 -639 Purlins D-Q 332 -1 N-H 1674 -1735 In lieu of rigid ceiling provide lateral bracing to brace Q - E 269 0 H - L 1670 -1855 BC @ 24" OC E - O 565 -524 L - I 1144 -778 Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. —IMPORTANT- of FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS the latest edition of BCSI (Building Installers shall provide temporar botto chord shall have a prop ely per 13 SI sections B3, B7 or B10, SCOSTA CORPORATION anless noted otherwise. Defer to WOOD STEEL OR TIMBER TPI T, or for h acceptance any sructure R LO ROOb F FOR TRUSSES failure to build the 3870 COMMERCE CENTER DRh g or cover ppaa�gge SEBRING, FL 33870 In. The sUrtability (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 26417 / T15 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: Al Wgt: 320.6 Ibs / ... 05/22/2020 23, 4'4-15/16" 14'5-7/16" 4'0-5/16" 39-1/8" r SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 7'1-112 42'6-5119' r r �+ T1" 42'6-13/16" 2' 497-13/16" Loading Criteria (pA Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.361 N 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.666 N 767 240 B 350 /- /- !- /227 /- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.072 F - - V 1996 P P P /1164 /- Des Ld: 37.00 EXP: D HORZ(TL): 0.133 F - K 2512 P /- P /1298 P NCBCLL: 10.00 Mean Height:15.00 ft Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 . TCDL: 40 psf BCDL: 6.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.852 B B Width = 8.0 Min Re 1.5 q = Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.488 V Big Width = 8.0 Min Req = 2. K Big Width = 8.0 Min Req = 2.1 Spacing: 24.0 " C&C Dist a: 4.97 it Rep Factors Used: Varies by Ifmb CSI: 0.917 Bearings B, V, & K are a rigid surface. Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber. Bearings B, V, & K require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE, HS VIEW Ven 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 44 -44 G - H 1906 -3393 Value Set: 13B (Effective 6/1/2013) B - C 208 -160 H -1 3137 -5822 Top chord 2x4 SP #2 :T2, T4, T5 2x4 SP M-31: C - D 1362 -2465 I - J 2504 -5141 Bot chord 2x8 SP 2400f-2.0E :B1 2x4 SP #2: D - E 1238 - 2347 J - K 2560 -5193 Webs 2x4 SP #2 E - F 1538 -2705 K- L 44 -44 Lumber value set "13B" uses design values F - G 1321 -2346 approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac =1.25 / Plate Dur.Fac. 1.25) TC: From 55 plf at -2.11 to 55 pif at 51.76 BC: From 20 plf at 0.00 to 20 plf at 49.65 BC: 858 lb Conc. Load at 46.52 Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC@24"OC Additional Notes WARNING: Furnish a copy of this DWG to the installation contractor. Special rare must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 78 -118 Q-P 2417 -1378 U-T 50 -77 P-O 4113 -2331 T - S 2562 -1507 O - N 4113 -2331 •S - R 2240 -1283 N - M 7927 -4267 R - Q 2240 -1283 M - K 4783 -2347 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. U - V 1196 -1929 Q - G 202 -251 U-C 1158 -1807 G-P 1329 -619 C - T 2326 -1256 P - H 893 -1444 T- E 499 -548 H - N 1897 -809 E - S 240 -210 N -1 1598 -2928 S - F 380 -98 I - M 1890 -2986 F - Q 375 -135 M - J 1808 -791 ""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shi ing, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information by TPI pnr7 SBCA) toy."Fetpy practices pnor to performing these f nctions Installers shall provide temporary bracing er BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheatkin and botto n chord shall have a property attache rigid ceilingg Locations shown forpermanent lateral restraint of webs shall have bracincLins ailed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as applicable. AppTjr elates to each face, of truss and position as shown above and on the Joinge'tails, unless noted otherwise. kefer to WOOD STEEL OR TIMBER dravrings 160A Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine. a division of ITW Buildinc Comoonents Group Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the 3670 COMMERCE CENTER DRI\ rri i,orTor n acceptance any structure or cover e, , SEBRING, FL 33870 / . The s ' bllrty (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26374 / T64 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A18 Wgt: 238.0 Ibs .. / ... 05/22/2020 21' -i- 8'4-15/16" A. 14'5-7/16" T 3/q ObAb vbXe E T3 F T2 12 W W %3XX4 T4 5 ®5X6D ®4X6 W6 W5 yy a°6X8(SRS) 102C4 T1 C W4 W3 H 9 Ie6X8 W2 W9 RW1 Q B2 P O� B3 N M L B4 K J =3AX5(A1) B 3X4 =4X6 =H0308 =3X4 _H0308 =3X4 =3X4 BI S 01 X6 SEAT PLATE REQ. SEAT PLATE REQ 39'3-1/16" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des .00 Des Ld.37es Mean Height: 15.00 ft : .00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 4.64 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2, T4 2x4 SP M31: Bot chord 2x4 SP #2 04 2x4 SP M31: Webs 2x4 SP #2 Lumber value set 13B" uses design values approved 1/30/2013 byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 1471 Ibs. 46'4-9/16" Snow Criteria (Pg,PF in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS 39'3-9/16" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.219 L 999 361) VERT(TL): 0.408 L 999 240 HORZ(LL): 0.064 J - - HORZ(TQ: 0.118 J - - Creep Factor: 2.0 Max TC CSI: 0.924 Max BC CSI: 0.826 Max Web CSI: 0.670 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of any ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 356 P P /217 /172 1440 S 1807 P /- /1234 /612 P J 1471 P P /881 /401 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 S Big Width = 8.0 Min Req = 2.1 J Big Width = - Min Req = - Bearings B & S are a rigid surface. Bearings B & S require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E - F 1811 -2096 B - C 408 -386 F - G 2124 -2714 C - D 1469 -2065 G - H 2677 -3609 D - E 1809 -2331 H -1 6 -33 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 93 -102 N-M 2122 -1431 R-Q 144 -163 M-L 2122 -1431 Q - P 2126 -1541 L - K 3086 -2302 P - O 2126 -1541 K - J 4418 -3555 O - N 1975 -1353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - S 1343 -1737 N - F 276 -200 R - C 1343 -1702 F - L 658 -412 C - Q 2096 -1449 L - G 822 -791 Q - D 535 -519 G - K 475 -142 D - O 247 -155 K - H 1202 -1148 O - E 307 -50 H - J 3710 -4590 E - N 372 -166 I - J 105 -76 SCOSTA CORPORATION ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRn IXor cover page SEBRING, FL 33870 The stfillibility (863)365-6242 Job Number. 91191 Ply:1 SEQN: 26375 / T1 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: A19 Wgt: 250.6 lbs / ... 05/22/2020 r 19, 12'4-15/16" 10'63/16" -� SEAT PLATE REQ. SEAT PLATE REQ. j 7'5-1/2" --� �-A_-7'1° Loading Criteria (pat) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 4.19 It Loc. from endwall: not in 13.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP 92 Webs 2x4 SP #2 :Rt Bearing Leg 2x4 SP #2: Lumber value set "1313" uses design values approved 1/30/2013.byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide hanger or special connection at right end of truss for 13051bs, 41'11-1/8" Snow Criteria (Pg,PF in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 34'2-1/8" Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.122 F 999 360 VERT(fL): 0.227 F 999 240 HORZ(LL): 0.061 K - - HORZ(TL): 0.114 K - - Creep Factor: 2.0 Max TC CSI: 0.683 Max BC CSI: 0.634 Max Web CSI: 0.781 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 366 A /- /244 1155 1395 T 1611 A (- /1114 1695 P J 1305 /- P /758 /403 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 T Brg Width = 8.0 Min Req = 1.9 J Brg Width = - Min Req = - Bearings B & T are a rigid surface. Bearings B & T require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 1658 -1925 B - C 316 -339 F - G 1668 -1925 C - D 1491 -2069 G - H 1483 -1802 D - E 1551 -1949 H -1 1408 -1820 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 57 -52 P - O 1737 -1203 S-R 51 -30 O-N 1615 -1096 R - Q 1870 -1352 N - L 1643 -1206 Q-P 1737-1203 M-K 17 -4 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-T 1230 -1540 G-N 201 -44 S - C 1250 -1490 N - H 192 -149 C-R 1914-1381 H-L 314 -271 R- D 327 -209 L- M 108 0 D-Q 171 -202 L-K 62 -80 E-Q 306 -7 L-I 1620 -1182 E- O 272 -237 J- K 97 0 F - O 437 -356 I - J 1569 -1489 O - G 429 -338 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabripi; handlin , shi ping, installing,and bracing. Ref erto and followthe latest edition of BCSI (Building t Safety Information b� TSBCA) for safety practices poor to performing these functions Installers shall provide tempos r BCSI. Unless noted o heop chord shall have propedy attached structural sheathin and bottom chord shall have a pro rryly qqid ceiling Locations shopermanent lateral restraint of webs shall have bracincLinsalled per BCSI sections B3, B7 or10, le. Apply lates d each of truss and position as shown above and on the Joint Details, unless noted otherwise. F�efer to 60A Z for s�andard plate positions. of failure to build the 3670 COMMERCE CENTER or cover pageSEBRING, FL 33870 1. The sp 9bihty (863)385-8242 I/N&A Truss IC�ONNSTRUO CONSTRUCTION /JURADO/COD /KCD I Wat i236.6 Ibs FROM: 26376 / T52 /HIPS I DRW% 06122/2020 1T SEAT PLATE REQ. SEAT PLATE REQ. k— 7'1-1l2" A- 16'4-15/16" 34'9-5/8" 963116' =-{ I X5 b 2'+--TV + 29'0-1/2" 41'11-1/9' 69-5/8"�{ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.144 F 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(rL): 0.268 F 999 240 B 375 /- /- /281 /157 /357 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.077 J - - R 1585 /- /- /1063 1687 /- EXP: D Des Ld: 37.00 HORZ(TL): 0.142 J - - J 1312 !- /- /748 /448 /- Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Soffit: 0.00 BCDL: 6.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.826 B B Width = 8.0 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Max BC CSI: 0.938 R Brg Width = Min Req = 1.9 J Brg Width = - Min Req = - Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Max Web CSI: 0.760 Bearings B & R are a rigid surface. Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) Mfg Specked Camber. Bearings B & R require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 611/2013) A - B 44 0 E - F 1765 -2134 B - C 223 -269 F - G 1683 -2046 Top chord 2x4 SP #2 C - D 146 -163 G - H 1605 -1842 Bot chord 2x4 SP #2 D - E 1603 -2108 H - I 1457 -1868 Webs 2x4 SP #2 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Loading B - R 22 -17 N - M 2284 -1674 Bottom chord checked for 10.00 psf non -concurrent Q - P 1781 -1385 M - K 1704 -1231 time load. P - O 1867 -1359 L - J 14 - 8 O - N 2284 -1674 Purlins In lieu of rigid ceiling provide lateral bracing to brace Maximum Web Forces Per Ply (Ibs) BC @ 24" OC Webs Tens.Comp. Webs Tens. Comp. Wind C-Q 341 -325 M-G 550 -272 Right end vertical not exposed to wind pressure. Q - R 1220 -1515 a G - K 175 -159 Q-D 1678-2121 K-L 113 0 Additional Notes D - P 235 -19 K - H 387 _229 Provide hanger or special connection at right end of P - E 173 -6 K -1 1713 -1276 truss for 1312 lbs. E - O 430 -231 K - J 2 -6 O - F 341 -242 I - J 1070 -1255 F - M 439 -380 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handlin , shippting, installing,and bracing. Referto and followthe latest edition of BCSI (Building if Safety Information b TPI an 'SBCA) for saffe y practices poor to performing these functions. Installers shall provide temporarx r)3CSI. Unless noted oherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propenY qqid ceiling Locations shown for permanent lateral restraint of webs shall have bracincLrns�alled per BCSI sections 63, B7 or 610, SCOSTA CORPORATION le. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise, F�efer to WOOD STEEL OR TIMBER 60A-Z for standard plate'Illons. ROOF bR FLOOR TRUSSES of Fivi 1,ortorn acceptance any structure failure to build the 3670 COMMERCE CENTER DRI\ q or cover p��qe_ , SEBRING, FL 33870 r9. The S tBbrhty (863)385-8242 Job Number. 91191 Ply:1 I SEQN: 26426 / T65 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A21 Wgt: 271.6 Ibs / ... 05122/2020 15, 294-15/16" 6'6-3/16" —� T T T SEAT PLATE REQ. SEAT PLATE REQ. k— 71-1/2 349-5/8" �-2' TVA{- T1" Z6" 1951/2" -}- 59-5/8" 41'11-1/8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category': II EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf - Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 4.19 It Loc. from endwall: not in 13.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1294 lbs. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.301 H 999 360 VERT(TL): 0.563 H 746 240 HORZ(LL):0.161 O - - HORZ(TL): 0.299 O - - Creep Factor: 2.0 Max TC CSI: 0.775 Max BC CSI: 0.809 Max Web CSI: 0.803 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of ivi i,orrorn acceptance any structure N %k4X5 io n W17 0 u 4 F- I ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 331 /- A /241 /127 P319 AB 1699 A A /1094 1742 A O 1294 A A 1723 /492 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 AB Big Width = 8.0 Min Req = 2.0 O Big Width = - Min Req = - Bearings B & AB are a rigid surface. Bearings B & AB require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 H- I 1942 -2405 B - C 320 -336 1- J 2048 -2564 C - D 1127 -1566 J - K 2048 -2564 D - E 3272 -4310 K - L 1704 -2071 E - F 3429 -4331 L - M 1638 -1826 F - G 3196 - 4133 M - N 1466 -1845 G - H 3168 -4095 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AB 163 -198 U - T 2588 -1888 AA- Z 349 -451 T - S 2588 -1888 Z - Y 56 -41 S - R 2447 -1811 X - V 3577 -2576 R - P 1664 -1227 W-U 44 -33 Q-O 19 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AA AB 1339 -1637 V - U 2948 -2105 AA- C 1331 -1588 H - U 1052 -1356 C - Z 1939 -1418 U -1 288 -352 Z-D 1050-1287 I-S 121 -41 Z - X 1595 -1152 S - K 256 -22 D - X 2496 -1854 K - R 573 -646 E - X 302 -155 R - L 701 -433 X-Y 69 0 L-P 172 -207 X-F 972 -851 P-Q 113 0 F - V 907 -668 P - M 490 -251 G - V 152 -77 P - N 1694 -1279 V-W 32 0 P-O 0 -10 V - H 2O28 -1468 N - O 1067 -1235 SCOSTA CORPORATION ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRI\ Ig or cover e_ SEBRING, FL 33870 A. The s 1 bllity (863)385-8242 Job Number: 91191 Ply: SEQN: /N&A CONSTRUCTION /JURADO/COD /KCD I 1I FROM: 26378 / T14 /HIPS I DRW / Truss Label: A22 Qt 225.4 Ibs 05/22/2020 13' 24'4-15/16" -i- 4'6-3/16" -{ c5DX6 @E 6 O = F 6 5G 12Tb O T5 T 5 p H 012X4 W W W W FO in ®5X6C W4 W4 W4 (a) W3 A T7 W2 =3X8(A1) B W5 0 � A P B1 O N M B2 L K = J B2 — I 02X4 =3X4 =H0308 =3X4 =3X4 =H0308 =4X4 SEAT PLATE REQ. 41'11-1/8" [-�2'—j Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,PP in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N) TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 :T4 2x4 SP M31: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length of Web member. Attach with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1567 Ibs. Defl/CSI Criteria ♦Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.230 M 999 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.428 M 999 240 B 1698 A A /1139 1658 1281 HORZ(LL): 0.0671 - - I 1567 A /- /787 1669 /- HORZ(TL): 0.1241 - - Wind reactions based on MWFRS Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Max TC CSI: 0.962 1 Brg Width = - Min Req = - Max BC CSI: 0.446 Bearing B is a rigid surface. Bearing B requires a seat plate. Max Web CSI: 0.905 Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.19 A - B 44 0 E - F 2275 -2865 B - C 2358 -3376 F - G 1564 -1932 C - D 2373 -3178 G - H 113 -65 D - E 2287 -2871 '*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of any Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 3070 -2332 M - L 3032 -2298 P - O 3132 -2499 L - K 2585 -1978 O - N 2583 -2009 K- J 2585 -1978 N - M 2583 - 2009 J -1 1139 -891 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 277 -86 L-F 471 -210 C - O 431 -329 F - J 980 -1093 O - D 491 -230 J - G 1326 -839 D - M 485 -217 G -1 1382 -1764 M - E 347 -271 H -1 235 -135 E - L 326 -278 SCOSTA CORPORATION ROOFDbR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRn I or cover e, SEBRING, FL 33870 I . The s ! billty (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26379 / T13 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: A23 Wgt: 2282 Ibs / ... 05/22/2020 2&4-15/16" i 2'6-3H6"I T —3X8(A1 A i SEAT PLATE REQ. 41'11-1/8" ['- 2' -`{ Loading Criteria (p4 Wind Criteria Snow Criteria (Pg,PP in PSF) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 psf TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to It TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 4.19 ft Rep Factors Used: Yes Loc. from endwall: not in 13.00 it FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 :T2 2x4 SP M31: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. of DefI/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.256 E 999 360 VERT(TL): 0.475 E 999 240 HORZ(LL): 0.074 J - - HORZ(TL): 0.137 J - - Creep Factor: 2.0 Max TC CSI: 0.662 Max BC CSI: 0.444 Max Web CSI: 0.827 Mfg Specked Camber. VIEW Ver: 18.02.01A.0205.19 X4 JL M 1 ♦Maximum Reactions (Ibs) Gravity . Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 1698 P /- /1115 /1007 /273 J 1567 A /- /763 1926 P Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 J Brg Width = 3.5 Min Req = 1.5 Bearings B & J are a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 E- F 2684 -3517 B - C 2336 -3365 F - G 2333 -3045 C - D 2373 -3180 G - H 1351 -1730 D - E 2472 -3171 H - I 59 -33 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 3065 -2341 N - M 3425 -2582 R - Q 3134 -2541 M - L 3425 -2582 Q - P 2748 - 2152 L - K 2557 -1957 P - O 2748 - 2152 K - J 791 -619 O - N 3497 -2661 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 329 -97 F - L 567 -623 C - Q 373 -285 L - G 801 -460 Q - D 350 -128 G - K 1153 -1358 D - O 693 - 409 K - H 1540 -1043 O - E 511 -537 H - J 1290 -1644 E-N 162 -57 I-J 126 -74 N - F 224 -52 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! JT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS r care in fabricating handlin ship rng, installing, and bracing. Refer to and follow the latest edition of BCSI (Building mation b TPI and SBCA) toi safe y practices pnor to performing these functions. Installers shall provide temporary s notea o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerty acations shown for permanent lateral restraint of webs shall have bracing -installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATTOW ates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to WOOD STEEL OR TIMBER ndard plate positions. ROOF bR FLOOR TRUSSES I rl 1, or tar n acceptance any structure failure to buildthe3670 COMMERCE CENTER DR]) r%. The spi Ability S (8w� B,5- 870 Job Number. 91 f91 Ply: SEQN: I T &A CONSTss Label: RUCTION /JURADO/COD /KCD IA24 W t 11 Ibs I FROM: 26380 / T81 / HIPM I DRW / OS/22/2020 I i 9, 32'11-1/8" 5 12 �D 6 T2 E 6 T2 FX6 T2 GX6 T3 -5 H __1 T1 TT tk2X4C W W ! io W3 W3 W3 W3 W4 3X8(A1) B W1 0 A 61 P O N 82 M L K 62 J p13X It =3X4 =H0308 =3X5 =3X4 =H0308 -3X5 =5X6 SEAT PLATE REQ. �— 2' —{ Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,PP in PSF) DeHICSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.345 M 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.641 M 782 240 B 1698 P A 11087 /1007 /285 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 1 - - 1 1567 P P 1769 /932 P Des Ld: 37 EXP: D.00 HORZ(TL): 0.157 I - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft TCDL: 4.0 Height: Code I Misc Criteria Creep Factor: 2.0 B Brg Width = 8.0 Min Req = 1.5 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.769 1 Brg Width = 3.5 Min Req = 1.5 Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.465 Bearings B & I are a rigid surface. Bearing B requires a seat plate. S Spacing: 24.0 " C&C Dist a: ft Rep Factors Used: Yes Max Web CSI: 0.996 dwa Loc. from endwall: not in 6.5D ft �/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE, HS VIEW Ver. 18.02.01A.0205.19 A - B 44 0 E - F 3134 -4286 Lumber B-C 2576 -3450 F-G 2616 -3611 Value Set: 13B (Effective 6/1/2013) C - D 2423 - 3285 G - H 1094 -1564 D - E 2736 -3646 Top chord 2x4 SP M-31 :T1 2x4 SP #2: Bot chord 2x4 SP M31 Webs 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 3132 -2587 M - L 4180 -3147 P - O 2904 -2316 L - K 4180 -3147 Loading O-N 2904 -2316 K-J 2861 -2190 Bottom chord checked for 10.00 psf non -concurrent N - M 4218 - 3232 J -1 17 -22 Ike load. Purlins Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC C - P 293 -157 F - K 726 -776 P - D 287 -48 K - G 1023 -580 Wind D-N 1013 -613 G-J 1497 -1771 Right end vertical not exposed to wind pressure. N - E 715 -781 J - H 2O48 -1420 E - M 230 - 68 H -1 1203 -1538 M - F 255 -59 a division of "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG! IT- FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Im 1,ortorrI acceptance any structure rtal notes page an e to build the 3670 COMMERCE CENTER cover ppa� e. SEBRING, FL 33870 The sUit2brhty (863)385-8242 Job Number: 91191 Ply: 2 SEQN: 26411 / T55 / HIPM /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: A25 Wgt: 616.0 Ibs .. / ... 05/22/2020 2 Complete Trusses Required 34'11-1/8" @=10DX10 @=1EX10 @=1FX10 512 C___ O _ G T1 �W2�� �WM2 T W2 =5X6(A1)B W2 W3 D `° " A 1 P B1 O N M 82 L K J B2 I H ,F2X4=7X6=4X6 =3X4 =H0710 =4X4 =-4X10 105X14 SEAT PLATE REQ. AL 41'11-1/8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.343 L 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.651 L 769 240 P 3236 /- /- A /1867 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.056 H - - H 3270 A A A 11823 A Des Ld: 37.00 EXP: DMean Height:15.00 ft HORZ(TL): 0.107 H - - Wind reactions based on MWFRS NCBCLL: 0.00 Code / Misc Criteria Creep Factor: 2.0 TCDL: 4.0 psf P Brg Width = 8.0 Min Req = 1.5 Soffit: O.OD BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.578 H B Width = 3.5 Min Re 1.5 q = Load Duration:1.25 TPI Sid: 2014 Max BC CSI: 0.315 MWFRS Parallel Dist: 0 to h/2 Bearings P & ui are a rigid surface. Spacing: 24.0 " C&C Dist a: 4.19 it Rep Factors Used: No Max Web CSI: 0.619 Bearing P requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS MEWVer.18.02.01A.0205.19 A-B 22 -22 D-E 3436 -6330 Lumber B - C 2136 -3857 E - F 2977 -5501 Value Set: 13B (Effective 611/2013) C - D 2687 -4987 F - G 1231 -2386 Top chord 2x8 SP 2400f-2.OE :T1 2x4 SP #2:Bot chord 2x8 SP 2400( 2.0E Maximum Bot Chord Forces Per PI Ibs We Webs 2x4 SP #2 Chords Tens.Com Chords Tens. Comp. P• P• Lumber value set "13B" uses design values B - O 3554 -1957 L - K 6291 -3585 approved 1/30/2013 by ALSC O - N 3437 -1936 K - J 6291 -3585 N - M 3437 -1936 J -1 4387 -2556 Nailnote M- L 6105 -3505 I- H 8 -6 Nail Schedule:0.149lx3.25", min. nails Top Chord:1 Row @12.00" o.c.Bot Maximum Web Forces Per Ply (Ibs) o.c. Chord: 1 Row @4" We Webs : 1 Row @ 4" o.c. o.c. Webs Tens.Com Webs Tens. Comp. P• p• Use equal spacing between rows and stagger nails O - C 220 -40 E - J 713 -927 in each row to avoid splitting. C - M 1827 -883 J - F 1305 -493 Loading M - D 962 -1313 F - I 1553 -2345 #1 hip supports 7-0-0 jacks with no webs. - D - L 264 0 1- G 2740 -1411L - E 174 0 G - H 914 -1580 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of Component Safety. Information BCSI (Building b TPI and SBCA) for sateiy practices pnor to performing these functions Installers shall provide tempora bracing er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proper attach6:1 n id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION as a Appiq plates to each face of ttruss and as shown above and on the Join�etails, unless noted Defer to .plicapgle. position otherwise. drawings 9 b0A Z for standard plate positions. WOOD STEEL oR TIMBER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this dravdn ,any failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI PI 1, or for handling shi�gin installation and bracinct of trusses.A seal on this drrawing or cover page_ SEBRING, FL 33870 listing this drawing,indicates acceptance of profess na engpineerin�gq resp ri tbilit solely for the desir shown. and �ise of thisawing for any structure is p e responsi ility7of the guildifrg Desigrfer per ANSI1TPI 1 S .2. • The sUitabillty (86.3)3gs8242 For more information see thislob's general notes a e and these web sites ALPINE: co • TPI: www • SBCA: • ICC: I T &A ussLabel: /JURADO/COD /KCD I W t 11162 Ibs I FROM:26412 / T99 /HIPS DRW/ 05/22/2020 Job Number 91191 Ply: SEQN: I- T 7' a5X8 1112X4 y5X8 C D T2 E 12 T 5 p Ti W1 W o' W1 W2 W1 T1 =3X8(A1)B �F=AK 61 J IH B1 1113X5 =7X6 1113X5 �— 2' ---{ Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwail: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0.0 setback with 0-0-0 cant and 2-0-0 overhang. End jacks have 7-M setback with 0-0-0 cant and 2-0-0 overhang. Right side jacks have 7-0-0 setback with 0-0-0 cant and 0.0-0 overhang. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.158 D 999 360 VERT(TL): 0.292 D 890 240 HORZ(LL): 0.040 H - - HORZ(TL): 0.074 H - - Creep Factor: 2.0 Max TC CSI: 0.763 Max BC CSI: 0.735 Max Web CSI: 0.146 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 2' -- fl M v 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 1703 A A /- /1014 /- F 1708 A /- !- /1018 /- Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 2.0 F Brg Width = 8.0 Min Req = 2.0 Bearings K & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 -44 D-E 1992 -35M B - C 1958 -3475 E - F 1968 -3485 C - D 1992 -3565 F - G 44 -44 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 3150 -1748 I - H 3193 -1767 J-1 3183-1757 H-F 3160 -1758 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 636 -165 I - E 459 -276 C -1 471 -288 H - E 647 -177 D -1 446 -430 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricatingp handlin ship Ing, installing.and bracing. Refer to and follow the latest edition of BCSI (Building t Safely Information b TPI and SBCA) for safety practices poor to performing these functions. Installers shall rovide tempo ra BCSI. Unless noted ohervuise,top chord shall have propedy attached structural sheathin� and bottom chord sfPall have a pro �e Ir y iiid ceilingg. Locations shown forpennanent lateral restraint of webs shall have braving rns ailed per BCSI sections B3, 67 or 10, SCOSTA CORPORATION e._ Apply plates to each face, of truss and posaioIn as shown above and on the Joint Details, unless noted othervuise. I�efer to WOOD STEEL oR TIMBER a division of any R6OFbRFLOORTR6S5ES failure to build the 3670 COMMERCE CENTER DRII or cover Cage SEBRING, FL 33870 II . The s t bility (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26381 / 75 / HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B2 I Wgt: 106A Ibs / ... 05/22/2020 9' 4 -}, 9' i 1= Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II D Des Ld: 37.00 Mea Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwali: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M31 :T2 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE M Def11CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.043 H 999 360 VERT(TL): 0.077 H 999 240 HORZ(LL): 0.016 G - - HORZ(TL): 0.029 G - - Creep Factor: 2.0 Max TC CSI: 0.582 Max BC CSI: 0.238 Max Web CSI: 0.066 Mfg Specified Camber. VIEW Ver. 18.02.01A.0205.19 11 m m ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc _R+ / R- / Rh / Rw / U / RL B 940 /- /- 1618 /570 228 E 940 /- /- /618 /570 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 E Brg Width = 8.0 Min Req = 1.5 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 D- E 967 -1446 B- C 968 -1446 E- F 44 0 C - D 973 -1157 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 1250 -633 H - G 1144 -685 1- H 1144 -635 G - E 1250 -682 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-C 293 0 H-D 184 -116 C-H 183 -116 D-G 293 0 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qauire extreme care in fabricatingp handling; shi ing, installing,and bracing. Referto and followthe latest edition of BCSI (Building f Safety Information b PI and'SBCA) for sate�j/ practices poor to performing these functions Installers shall provide temporarg SCSI., Unless noted o�herw. top chord shall have properly attached structural sheathing and bottom chord shall have a pro nY �Id ceiling Locations shown forpermanent lateral restraint of webs shall have bracin mslalled per BCSI sections 63, 67 orSCOSTA CORPORATION e. Apply plates to each face of truss and position as shown above and on the Join�etails, unless noted otherwise. f7efer to woOD sTEEL oR TIM6ER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Of any failure to buiilplddagthe 3670 COMMERCE CENTER DRII 1%. Theesbitbbility sE(B�� 8,5-8 42 Job Number: 91191 Ply: SEQN: /N&A CONSTRUCTION /JURADO/COD /KCD I 1I FROM26382 / T86 /HIPS DRW: Wgt Truss Label: B3 Ibs ... / ... 05122/2020 10'11-1/4" 10'7-5/8" SEAT PLATE REQ. SEAT PLATE REQ. 21'83/8" �--- 2 --- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell L/# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(I-Q: 0.065 1 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.120 1 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.023 G - - Des Ld: 37.00 EXP: D Mean Height: 15.00It HORZ(TL): 0.043 G - NCBCLL: 10.00 TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.644 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.602 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.152 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.19 Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC 9D s�. rn ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 935 /- A /602 /567 )229 F 809 /- A /449 /464 A Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 F Big Width = 4.4 Min Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 D- E 1022 -1339 B - C 1064 -1536 E - F 1089 -1510 C - D 995 -1362 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp: Chords Tens. Comp. B -1 1368 -895 H - G 932 -526 I - H 932 -526 G - F 1340 -892 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 36B -275 D - G 424 -260 I - D 457 -254 G - E 369 -261 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fI bricatingg handlin shi pIng, installing,and bracing. Refertoand followthe latest edition of BCSI (BuildingSaety Inforation bTPI and'SBCA)orsaeppracespoor toperforming tj�ese functions. Installers shall provide tempoBSnless noteherwtpchord shallhave proedyached struural) sheathin and bottomchord shallhaveaproeryrly�Id ceiling. Locationshown forpermanent lateral restraint of webs shall have bracin ms�alled per BCSI sections 63, 67 or B10' i e. Apply lates to each face of truss and position as shown above and on the JoinfgDetails, unless noted otherwise. Defer to 60A-Z for sV ndard plate positions. of III 1,, or for h acceptance any structure failure to build the 3670 COMMERCE CENTER or cover a e, , SEBRING, FL 33870 1. The s I blllty (863)385-8242 IJob Number: 91 f91 Ply: 1 SEON: 26383 / T85 /HIPS /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: B4 Wgt: 100.8 Ibs / ... 05/22/2020 1 is SEAT PLATE REQ. F-- 2' ---� 9' + 4' 8'8-3/8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: D Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP M31 :T2 2x4 SP #2: Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC 21'8-3/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.043 G 999 360 VERT(TL): 0.078 G 999 240 HORZ(LL): 0.021 F - - HORZ(rL): 0.039 F - - Creep Factor: 2.0 Max TC CSI: 0.607 Max BC CSI: 0.551 Max Web CSI: 0.065 Mfg Specified Camber. VIEW Ver: 18.02.01A.0205.19 =3X4(A1) s� ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 935 /- P /611 /349 /195 E 809 P P /458 /280 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 E Brg Width = 3.5 Min Req = 1.5 Bearings B & E are a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 C- D 1025 -1144 B - C 1002 -1429 D - E 994 -1404 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1235 -781 G - F 1124 -760 H-G 1134 -787 F-E 1211 -751 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. H- C 288 0 G- D 205 -12B C-G 194 -127 D-F 264 0 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handlin shi Ing, installing,and bracing. Referto and followthe latest edition of BCSI (Building t Safety Information b TPI end SBCA) for sate y practices poor to performing these functions. Installers shall provide temporary r BCSI Un ess notes o hennn. top chord shall have properly attached st aural sheathing and bottom chord shall have a properly qid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinc�msZalled per BCSI sections 63, B7 or B10, SCOSTA CORPORATION e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to WOOD STEEL OR TIMBER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Of rTPI 1, or for h r acce tance any structure failure to build the 3670 COMMERCE CENTER DRI\ or cover a SEBRING, FL 33870 1. The s ! bility (863)385-8242 Job Number 91191 Ply: SEQN: Truss CONSTRUCTION CTION /JURADO/COD /KCD I QQj: 1113.4 Ibs I FROM26413 / T87 /HIPS I DRW. 05/22/2020 I V--- 7' U8-3/8" -{ --5Xa QIZX4 O =4 E U C D T 12 6 W1 W T1 3 W1 W2 W1 1 F =4X16(B3) B A J 81 1 H G 62 1113X8 =BX8 1112X4 SEAT PLATE REQ. 21'8-318" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #2 :T1 2x4 SP M31: Bot chord 2x6 SP M-14 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC� From 55 plf at -2.11 to 55 plf at 7.00 TC: From 28 plf at 7.00 to 28 plf at 8.83 TC: From 55 plf at 8.83 to 55 plf at 21.70 BC: From 20 plf at 0.00 to 20 plf at 7.03 BC: From 10 pit at 7.03 to 10 ptf at 8.83 BC: From 20 plf at 8.83 to 20 plf at 21.70 TC: 427 lb Conc. Load at 7.03 BC: 423 lb Conc. Load at 7.03 BC: 843 lb Conc. Load at 8.83 Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of dg!d ceiling provide lateral bracing to brace BC @ 24" OC Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT. W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Varies b FT/RT:20(0)/10(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.140 D 999 360 VERT(rL): 0.259. D 993 240 HORZ(LL): 0.032 G - - HORZ(TL): 0.059 G - - Creep Factor: 2.0 Max TC CSI: 0.624 Max BC CSI: 0.847 lddRM eb CSI: 0.296 Mfg Specked Camber. =3X8(A1) a m 6 1 ♦ Maximum Reactions (ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL J 1969 /- A /- /1146 /- F 1400 /- /- /- /777 /- Wind reactions based on MWFRS J Brg Width = 8.0 Min Req = 2.0 F Brg Width = 3.5 Min Req = 1.7 Bearings J & F are a rigid surface. Bearing J requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.19 J A- B 44 -44 D - E 1997 -3694 B - C 2313 -4205 E - F 1631 -2912 C - D 1998 -3694 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - I 3821 -2072 H - G 2628 -143B I - H 3874 -2085 G - F 2626 -1442 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C -1 1046 -260 H - E 1311 -688 C- H 109 -222 G- E 245 0 D-H 176 -163 "'WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! JT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in faIt ting handlin shi rng, installing,and bracing. Refer to and follow the latest edition of BCSI (Building mat b nd SBCA)or to y pctiestperfrminthesfunctionstlshall provide teponotedse,top chord shad have propedattached structural sheathingq and bottom chord shallhave aproxahonsorermanent lateral restraint of webs shall have bracinggmslalled per BCSI sections B3, 67 or 610, SCOSTAatestoeace of truss and posit!on as shown above and on the JoinCDetails, unless noted the. Defer to WOOD STEEL OR TIMBER ndard plate positions. ROOF bR FLOOR TRUSSES Of any failure to build the 3670 COMMERCE CENTER DRI) iQ �r TheesUit2elfty S (863 8SF8L242870 Job Number: 91191 Ply:1 SEQN: 26414 / T21 / HIPM /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: C1 Wgt: 75.6IN / ... 05/22/2020 r T 9' _I T T W1 W1 M 3X5(A1) B y 1 A 9H 5 1113X6 F 1112X4 =5X8 � SEAT PLATE REQ. 16' Loading Criteria (p4 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.DD Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl L/# Gravity Non -Gravity Speed: 159 mph TCDL: 7.00 P P Pf: NA Ce: NA VERT(LL): 0.061 H 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.115 H 999 240 B 1178 !- A !- /718 A BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.018 F - - F 1286 /- A A /712 A Des Ld: EXP: D 37.OD HORZ(TL): 0.034 F - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf 4.0 Code / Misc Criteria Creep Factor: 2.0 B B Width = 8.0 Min Re 1.5 r9 q = Soffit: 0.00 BCDL: P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.576 F Brg Width = - Min Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.690 Bearing B is a rigid surface. Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.459 Loc, from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver. 18.02.01A.0205.19 A- B 44 -44 C- D 844 -1521 Lumber B-C 1179 -2083 D-E 844 -1521 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #2 B - H 1859 -1023 G - F 15 -8 Lumber value set "13B" uses design values H - G 1889 -1030 approved 1/30/2013 by ALSC Loading Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant C - H 604 -141 G - E 1803 -1001 and 2-1-6 overhang. End jacks have 7-M setback C - G 222 -440 E - F 757 -1198 with 0-0-0 cant and 2-1-6 overhang. Right side jacks D - G 564 -553 have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 1286 Ibs. *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin_q shi Ing, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information b TPI an g SBCA) or safely practices pnor to performing these functions. Installer provide temporary braci�g�er BCSI. Unless noted o hervvise,top chord shall have property attached structural sheathing and bottom c ord shall have a proge attac e ri id ce!ling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 10, as applica e. Apply lates to each face of truss and position as shown above and on the Joinf�etails, unless noted otherwise. f?efer to draWngs 60A-Z for standard plate positions. Alpine, a division of ITW Building Components Grout) Inc. shall not be responsible for anv deviation from this drawinn.anv failure to build the 3670 COMMERCE CENTER SEBRING, FL 33870 (863)385-8242 II vi 1, or Torn acceptance any sructure or cover page 1%. The sgbility Job Number 9f191 Ply: M8A CLaONNSTRUCTION /JURADO/COD /KCD bel: C2 I Qtyt?219.8 Ibs FROM26418 / T4 / HIPM I DRW.Truss 05/22/2020 I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " 2 Complete Trusses Required 8'2" iT10" SEAT PLATE REQ. 16' �- Z --1 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M•31 :T2 2x4 SP #2: Bot chord 2x8 SP 2400f--2.0E Webs 2x4 SP #2 05 2x4 SP M31: :W6 2x6 SP #2: Lumber value set 1313" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.148"x3.25", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 3.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 55 pif at -2.11 to 55 pff at 7.14 TC: From 28 plf at 7.14 to 28 pif at 9.06 TC: From 55 pif at 9.06 to 55 pif at 16.00 BC: From 20 pif at 0.00 to 20 pif at 7.14 BC: From 10 plf at 7.14 to 10 pif at 16.00 BC: 3585 lb Conc. Load at 7.14 BC: 1720 lb Conc. Load at 9.06,11.06,13.06,16.06 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.106 J 999 360 VERT(TL): 0.195 J 973 240 HORZ(LL): 0.018 G - - HORZ(TL): 0.034 G • - - Creep Factor: 2.0 Max TC CSI: 0.397 Max BC CSI: 0.324 Max Web CSI: 0.580 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 Additional Notes Provide hanger or special connection at right end of truss for 7249 Ibs. Y c2 c� ao 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 4391 /- /- /- /2511 /- G 7249 /- /- /- /3731 A Wind reactions based on MWFRS K Brg Width = 8.0 Min Req = 1.8 G Brg Width = - Min Req = - Bearing K is a rigid surface. Bearing K requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 22 -22 D-E 1813 -3341 B - C 2887 -5165 E - F 1813 -3341 C - D 2631 - 4711 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 4738 -2635 I - H 4356 -2423 J -1 4702 -2617 H - G 26 -14 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 1164 -586 E - H 102 -80 C -1 625 -1114 H - F 4329 -2348 D - I 2571 -1474 F - G 1566 -2845 D - H 795 -1324 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatingg handlin ship mg, installing and bracing. Refer to and follow the latest edition of BCSI (Building it Safety Informat!on b TPI and'SBCA) for safe y practices prior to performing these functions. Installers shall provide tempora r BCSI.. Unless noted o herwise,top chord shall have propedy attached structural sheathin and bottom chord shall have 7 prop eryrly 44id ce!IIng Locations shown torpa m in nt lateral restPrit of webs shall have brae. ic�n ailed per BCSI sections 63, 67 or 610, SCOSTA CORPORATION Apply plates to each face_ of truss and position as shown above and on the JoinCDetails. unless noted othenruise. E�efer to WOOD STEEL OR TIMBER of TPI 1, or for h acceptance any structure 966irtR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRB g or cover a e SEBRING, FL 33870 in. The s0!t3bihty (863)385-8242 Job Number: 91191 Ply: 1 SEQN: 26387 / T6 / GABL /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: D1 I Wgt: 70.0 Ibs / ... 05/22/2020 Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " h Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C$C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bat chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Loading Bottom'chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes See standard gable detail for more requirements. 99-5/8" i8'95/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE PLATING NOTES All plates are 2X4 except as noted. D=4X4 DeflICS1 Criteria PP Deflection in loc Udell L/# VERT(LL): 0.011 L 999 360 VERT(TL): 0.021 L 999 240 HORZ(LL): 0.004 H - - HORZ(TL): 0.007 L - Creep Factor: 2.0 Max TC CSI: 0.326 Max BC CSI: 0.292 Max Web CSI: 0.074 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Of ♦ Maximum Reactions (Ibs), or'=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A' 78 P A /37 59 /8 Wind reactions based on MWFRS A Brg Width = 204 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 137 -169 D-E 130 0 B-C 105 -35 E-F 105 -35 C-D 130 0 F-G 137 -169 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - L 227 -99 J -1 245 -105 L - K 242 -104 I - H 242 -104 K-J 245 -105 H-G 227 -99 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B - L 449 -209 I - E 303 -86 C - K 303 -85 H - F 449 -209 D-J 131 -176 SCOSTA CORPORATION ROOFD ?R FLOORRTRUSS�ES failure to bor uiilldgthe 3670 COMMERCE CENTER DRD 1%. Theesu1 bility S (863)3G85F-8234'2 Job Number. 91191 Ply:1 SEQN: 26388 / T7 / COMN I I /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW. Truss Label: D2 I Wgt: 84.0 Ibs I / ... 05/22/2020 Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " Lumber 819-518" 8'9-5/8" E=4X4 7SEATI SATE REQ. SEAT PWT R6..EQ. I A 16W �--2' 1,177-1/4" Wind Criteria Wind Sid: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 it TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Lt Slider 2x4 SP #2: BLOCK LENGTH = 1.91 T :Rt Slider 2x4 SP #2: BLOCK LENGTH = 1.91T Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Snow Criteria (Pg,Pl in PSF) Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.038 J 999 360 VERT(TL): 0.067 J 999 240 HORZ(LL): 0.017 C - - HORZ(TL): 0.022 G - - Creep Factor: 2.0 Max TC CSI: 0.690 Max BC CSI: 0.616 Max Web CSI: 0.357 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 2' --� ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 800 /- /- 1563 /475 /225 K 770 /- /- /536 /459 P Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 K Brg Width = 8.0 Min Req = 1.5 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - C 303 -996 D - E 457 -758 H -1 45 0 E - F 476 -759 A-B 45 0 F-G 619 -954 C - D 585 -908 G - H 193 -926 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 804 -336 J - H 865 -410 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - C 1425 -1025 J - F 280 -226 D-J 212 -151 G-H 1368 -866 E - J 362 -61 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingp handlin ship�ng, installing, and bracing. Referto and follow the latest edition of BCSI (Building Safety Information b TPI and $BCA) for safe practices poor to performing these functions.Installrshall provide temporaBSI. United 0herwisetop chord shallvepropertyachedstructuralsheathingQ nd bottmcord shll have aproppee;id ceilinLtionshownfopermanentlatel restraint of webs shall have bracingg�insTalled per BCSI sections B3, 67 or 610, SCOSTA CORPORATION le. AD.Tv Dlates to each face of truss and D.ai.n as shown above and on the JoinfDetails. unless noted otherwise. I�efer to WOOD sTEEL OR TIMBER of any 961TV61W FLOOR TRUSSES failure to buildthe3670 COMMERCE CENTER DRI1 Ig or The cover Up S (863)385 8242870 { Job Number. 91191 Ply:1 SEQN: 26389 / T8 / COMN I/N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: D3 I Wgt: 78.4 lbs / ... 05/22/2020 Loading Criteria (pq TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " 8'9-5/8" i V95/8" D=4X4 7LLATE REQ. SEAT PI ATA0BQ. fI 16,8„ 3 Y Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Lt Slider 2x4 SP #2: BLOCK LENGTH = 1.917' :Rt Slider 2x4 SP #2: BLOCK LENGTH = 1.91T Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC 17'7-1/4" Snow Criteria (Pg,Pt in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT- NA PP Deflection in loc Udell L/# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.031 H 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(rL): 0.059 H 999 240 A 676 A A /398 /381 /148 Snow Duration: NA HORZ(LL): 0.012 H - - 1 649 A /- /374 /369 !- HORZ(TL): 0.023 H - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 A Big Width = 8.0 Min Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.254 1 Big Width = 8.0 Min Req = 1.5 TPI Std: 2014 Max BC CSI:. 0.634 Bearings A & I are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.264 Bearings A & I require a seat plate. FT/RT:20(0)/10(0) Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 18.02.01A.0205.19 A- B 0 -359 D - E 621 -800 B - C 776 -958 E - F 827 -1008 C-D 612 -797 F-G 0 -595 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-H 854 -613 H-G 917 -660 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - B 1038 -839 H - E 349 -241 C-H 291 -169 F-I 1017 -694 D-H 381 -154 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vqire extreme care in fabricatingq handling shi pIng, installing,and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information b TPI and'SBCA) for' sate, practices prior to performing these functions Installers shall provide temporary ` r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerty ,iid ceiling Locations shown forpermanent lateral restraint of webs shall have bracinc(L�mslalled per BCSI sections B3, 67 or 610, SCOSTA CORPORATION e. Appijr plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. f7efer to WOOD STEEL OR TIMBER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Vision of ITW Buildinl1Components Group Inc. shall not be responsible for any deviation from this drawinq,any failure to build the 3670 COMMERCE CENTER DRR rfonnance with ANSI PI 1, or for handling shirgin,lq installation and bracing of tmsses.A seal on this ttTTrawin or cover page SEBRING, FL 33870 drawin ,indicates acceptance of r less na ' en rneerin res onslbrlrt sotel for the desi n s ow The s i bilit �f awl z indicates .... �fr...�*..re.e�......�:�.:rmpine rigg. r. sp n.ibility sol v or the � ion y (863)385-8242 Job Number: 01191 1 Ply: 1 SEQN: 26390 / T23 / SPEC I I /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW: Truss Label: D4 I Wgt: 72.8 Ibs / ... 05/22/2020 �t III T -3Y SEAT PLATE REQ. Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 :Lt Wedge 2x4 SP #2::Rt Wedge 2x4 SP #2: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC 8'1-15116' - I - 82-1 /16" -I Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: W PF. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C=4X4 32)(R) G SEAT PLATE REQ. 16'4" DefUCSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.048 F 999 360 VERT(TL): 0.082 F 999 240 HORZ(LL): -0.023 F - - HORZ(TL): 0.034 F - - Creep Factor: 2.0 Max TC CSI: 0.345 Max BC CSI: 0.674 Max Web CSI: 0.091 Mfg Specified Camber - VIEW Ver. 18.02.01A.0205.19 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING l as snown aoove ana on a division of ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 614 /- /- /336 /352 /138 G 614 /- /- /337 1352 /- Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 G Big Width = 8.0 Min Req = 1.5 Bearings A & G are a rigid surface. Bearings A & G require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 871 -1062 C - D 645 -821 B - C 645 -821 D - E 872 -1064 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-F 932 -712 F-E 933 -713 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - F 359 -233 F - D 351 -235 C - F 404 -172 INSTALLERS ow the latest edition of BCSI (Building is. Installers shall provide tempora� ind bottom chord shall have a pro r led per BCSI sections B3, B7 or Biro, s, unless noted Otherwise. kefer to SCOSTA CORPORATION WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES n this drawing,any failure to build the this iawing 3670 COMMERCE CENTER DRIVE eal on or cover page ,r the design shown. The sUltability SEBRING, FL 33870 (863)385-8242 I T &A CLaONNSTRU,CTION MURADO/COD /KCD I Qty: 40.6 Ibs I FROM26405 / T33 /HIP DRW. / ... 05/22/2020 Ifa T M - N .0 M t!') W2 2X4(A1) B W1 T 3-3/4" A 61 G =3X4 F E 1112X4 �-- 2'9-15/16" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,PP in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: W TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean. Height:15.00 itNCBCLL: 0.00 TCDL: 4.0 psi Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M31 Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "136" uses design values approved 1/3012013 byALSC Loading Hipjack supports 7-0-0 setback jacks with no webs. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. a division of 910-13/16" Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl L/# Gravity Non -Gravity VERT(LL): 0.184 F 636 360 Loc R+ / R- / Rh / Rw / U / RL VERT(TL): 0.332 F 353 240 B 497 /- A /- 1344 /- HORZ(LL): 0.043 C - - E 296 P /0 P /83 /0 HORZ(TL): 0.077 C - - D 255 /- /- P /227 !- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.324 B Brg Width =11.3 Min Req = 1.5 Max BC CSI: 0.668 E Brg Width =1.5 Min Req = - Max Web CSI: 0.105 D Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Mfg Specked Camber. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 18.02.01A.0205.19 A-B 47 -40 C-D 72 -64 B - C 339 -601 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 541 -296 F-E 0 0 G-F 513 -291 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 460 -95 C - F 433 -756 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT- FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS any 'sualm or wens snau nave Dracingq�staneo per tl, as shown above and on the Joini etails, unless In of BCSI (Building mpro ryrly provide tempos14�Dl� nail have a s B3, B7 or 131O SCOSTA CORPORATION rerwise. Defer to WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRIVE Ior cover e" , SEBRING, FL 33870 1%. The s i blllty (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26406 / T18 /HIP_ /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM. DRW: Truss Label: CJ9 Wgt: 32.2 Ibs .. / ... 05/22/2020 12 3.54 p 2X4(A1) B 3 A SEAT PLATE REQ. �--- 2'9-15/16", Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Top chord 2x4 SP M31 Bot chord 2x4 SP M-31 Loading Hipjack supports 6-4-0 setback jacks with no webs. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (3) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 8'11-1/2" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.018 D - - HORZ(TL): 0.033 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.524 TPI Std: 2014 Max BC CSI: 0.261 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE i VIEW Ver: 18.02.01A.0205.19 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of C Y 1 n 1 d) 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 440 /- !- /- /310 !- D 132 A A /48 /- !- C 308 A A /- /293 !- Wind reactions based on MWFRS B Big Width =11.3 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 46 -39 B-C 87 -83 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 SCOSTA CORPORATION WOOD FeR FLOORRTRUSS S failure to build the 3670 COMMERCE CENTER DRIVE I or cover pale SEBRING, FL 33870 - ✓ . The S I bility (863)385-8242 IJob Number 91191 T &A Css LaONSTRU4CTION /JURADO/COD /KCD I W : 118.2 1bs I FROM:26407 / T50 /HIP_ I DRW. �/22/2020 I 12 C 3.54 p T1 2X4(A1)B 00 3-11 1/- C* N A B1 D 1S f,6pLATE REQ. 1- 2'9-15/16" 4'2-15/16" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PS17 TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 0.00 TCDL: 4.0 psf Code / Misc Criteria Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Loc. from endwall: NA FT/RT:20(0)/10(0) GCph 0.18 Plate Type(s): Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Loading The following trusses need concentrated loads at the end of their overhangs: 0-0-0 span/setback member on the 0-1-2 cant side requires 41 Ibs and the 0-0-0 span/setback member on the 0-1-2 cant side requires 41 Ibs. Sub -fascia beam assumptions: 2-0-0 sub -fascia beam on the 0-1-2 cantilever side. 2-0-0 sub -fascia beam on the 0-1-2 cantilever side. Hipjack supports 3-0-0 setback jacks with 0-1-2 cantilever one face; 0-1-2 cantilever opposite face. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Defl/CSI Criteria ♦Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Gravity Non -Gravity VERT(LL): NA Loc R+ / R- / Rh / Rw / U / RL VERT(TL): NA B 292 /- A A /238 /- HORZ(LL): 0.006 D D - /-7 /- 137 A A HORZ(TL): 0.008 D - C 27 /- A A 128 /- Creep Factor: 2.0 Wind reactions based on MWFRS Max TC CSI: 0.820 B Brg Width = 9.7 Min Req = 1.5 Max BC CSI: 0.211 D Big Width =1.5 Min Req = - Max Web CSI: 0.000 C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Mfg Specified Camber. Bearing B requires a seat plate. VIEW Ver 18.02,01A,02�i�,19 VIEW Ver. 18.02.01A.0205.19 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 46 -39 B-C 21 -21 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp handlI shipppIng, !nstalling,and bracing. Referto and followthe latest edition of BCSI (Building Corriponent Safety. Information b TPI and'SBCA) for safely practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro rly attached ' id ceiling Locations shown for permanent lateral restraint of webs shall have bracingq� ,, ailed per BCSI sections B3, B7 or B110, SCOSTA CORPORATION as appl!capgle. Apply plates to each face , of truss and position as shown above and on the JoiIn tails, unless noted otherwise. f2efer to woOD STEEL OR TIMBER draWngs 16'0A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Building Components Group Inc. shall not be responsible for anv deviation from this drawina.anv failure to build the 3670 COMMERCE CENTER DRh I F9 1; or for In acceptance anystructure g or cover page SEBRING, FL 33870 in. The spi 9bility (863)385 U42 Job Number: 91191 Ply: 1 SEQN: 26391 / T31 / EJAC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 47 FROM: DRW. Truss Label: EJ7 I Wgt: 23.8 Ibs .. / ... 05/22/2020 4 Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " �- 2' 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 R TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 135 (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumbervalue set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pl in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Def11CS1 Criteria PP Deflection in too Udell L/# VERT(LL): NA VERT(fl.): NA HORZ(LL): 0.013 D - HORZ(TL): 0.023 D - Creep Factor: 2.0 Max TC CSI: 0.808 Max BC CSI: 0.479 Max Web CSI: 0.000 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of C 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 402 A /- /347 /222 232 D 124 A /- /67 A /- C 162 A /- 1104 /184 /- Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 62 -148 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D0 0 failure.to buildthe3670 COMMERCE CENTER �q or TheesUitabilit SEBRING, FL 33870 h y (863)385-8242 Job Number 91191 Ply: /N&A CONSTRUCTION /JURADO/COD /KCD I Wgt 121.0 Ibs I FROM:26392 / T32 / EJAC DRW. Truss Label: EJ7A / ... 05/22/2020 Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " =2X4(A Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set " 136" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 7' Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.019 C - - HORZ(TL): 0.032 C - - Creep Factor: 2.0 Max TC CSI: 0.875 Max BC CSI: 0.527 Max Web CSI: 0.000 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 "WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest i a division of any �sirami or wens snap nave Dracm �nsianeu per b, as shown above and on the Join etails. unless A] T 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 269 /- A 1179 /112 /186 C 127 /- /- 177 /- /- B 172 /- /- /117 /194 P Wind reactions based on MWFRS A Big Width = 8.0 Min Req = 1.5 C Brg Width =1.5 Min Req = - B Big Width =1.5 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 66 -154 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 Of failure to build the 3670 COMMERCE CENTER or cover a e SEBRING, FL 33870 r . The s i bility (863)385.8242 IJob Number: 91191 Ply: Truss Label: EJ6 TION /JURADO/COD /KCD I Wgt 1I Ibs I FRO�A:26393 / T57 / EJAC DRW / O5/22/2020 Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.25 Spacing: 24.0 " C tl 5 T1 ti 04 ' 2M(A1) B T 4" A B1 D SEAT PLATE REQ. 2' Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h to 2h CSC Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) ' Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent I'Ne load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,PP in PSi7 Pg: NA Ct: NA CAT: W Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 6'4" DefllCS1 Criteria PP Deflection in too Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.009 D - HORZ(TL): 0.016 D - Creep Factor: 2.0 Max TC CSI: 0.683 Max BC CSI: 0.386 Max Web CSI: 0.000 Mfg Specified Camber. VIEW Ver. 18.02.01A.0205.19 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of any ♦Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 379 /- A /333 /166 /153 D 112 /- A /61 A A C 144 A A 191 /114 /- Wind reactions based on MWFRS B Big Width = 8.0 Min Req = 1.5 D Big Width =1.5 Min Req = - C Big Width =1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 55 -138 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 sns tsa, tsr or tsiu, kefer SCOSTA CORPORATION lerwise. to WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES failure to buildthe3670 COMMERCE CENTER DRI1 TheesUI bility 5(8863j 8s8242870 1%. Job Number 91191 Ply. I SEQN: I Tru s ONSTRUC ON /JURADO/COD /KCD I �t 19.6 Ibs I FROM:26394 / T47 / EJAC DRW: / ... 05/22/2020 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " =2X4(A SEAT PLATE REQ. r 614" Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h to 2h C$C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/V2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.012 C HORZ(TL): 0.023 C Creep Factor: 2.0 Max TC CSI: 0.749 Max BC CSI: 0.443 Max Web CSI: 0.000 Mfg Specked Camber - VIEW Ver. 18.02.01A.0205.19 B ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 244 !- /- /162 156 /123 C 115 /- /- /70 A A B 155 /- /- /106 1120 A Wind reactions based on MWFRS A Brg Width = 8.0 Min Req = 1.5 C Brg Width =1.5 Min Req = - B Big Width =1.5 Min Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 60 -144 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp handling sh! ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information b TPI and'SBCA) for safPe y practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless notes) o�herwise,top chord shall have properly attached structural sheathingA and bottom chord shall have a pro rly attacher�dggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B110, SCOSTA CORPORATIC as appplicable. AppTyr plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwa. 17efer to WOOD STEEL OR TIMBI draVvifrgs 160A-Z for standard plate positions. ROOF bR FLOOR TRUS: Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER truss in conformance with ANSI, PI 1, orfor handlin shippin ,installation and bracing of trusses.A seal on this drawinqq or cover page SEBRING, FL 33a70 listing this drawinfl, indicates acceptance of �rdgfessi8na? endi eeriIn res r insiibilittr solely for the design showh. The suitability (ga3)3a5-a242 anei Icn of this aunnn fnr nnu a nlrturra is n rn�...,-. K,llit. Otis .r ne ; . — A61elMnl .1 e n IT &A Cuss LaONSTRUCTION /JURADO/COD /KCD bel: J5 Agt:118.2 Ibs FROM: 26395 / T28 /JACK DRW/ 05122/2020 Job Number. 91191 Ply: Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " Lumber T 2' 4'10-15/16" Wind Criteria Wind Sid: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 it TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration:1.60 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. Snow Criteria (Pg,PF in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefifCSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(rL): NA HORZ(LL): 0.005 D - - HORZ(TL): 0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.683 Max BC CSI: 0.221 Max Web CSI: 0.000 Mfg Specified Camber. VIEW Ver. 18.02.01A.0205.19 C T d' 1 00 M N l ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 332 /- /- 1306 /196 /176 D 84 /- A /46 /- /- C 104 /- A /61 /121 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Big Width = 1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 40 -112 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabriptin handlingg shippIng, installing,and bracing. Refer to and follow the latest edition of BCSI (Building f SafetyInformation b TPI an� SBCA) ion safetpy practices poor to performing these functions. Installers shall provide temporary BCS1., Unl diness notes o herwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro�erly aid ceg Locations shown forpermanent lateral restraint of webs shall have bracincLlnstalled per BCSI sections 63, 67 or 10, r e. Appljr plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. Of ilure to build the 3670 COMMERCE CENTER Or cover pope SEBRING, FL 33870 The s 1 bility (863)385-8242 IJob Number: 91191 Pty: 1 SEQN: 26432 / T9 / JACK /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW. Truss Label: J4 Wgt:17.5 Ibs / ... 05/22/2020 Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " =2X4(A T 7-5/16" i Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 it TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide hanger or special connection at left end of truss for 164 Ibs. Provide (2)16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 11) B 4'2-15/16" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): NA VERT(rL): NA HORZ(LL): -0.003 C - HORZ(TL): 0.004 C - Creep Factor: 2.0 Max TC CSI: 0.377 Max BC CSI: 0.117 Max Web CSI: 0.000 Mfg Specified Camber. VIEW Ver. 18.02.01A.0205.19 T z. It 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 164 /- /- /108 /65 /112 C 84 /- A /52 A A B 98 /- /- /66 /117 A Wind reactions based on MWFRS A Brg Width = - Min Req = - C Brg Width =1.5 Min Req = - B Big Width =1.5 Min Req = - Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - B 38 -107 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatingp handlin , ffi ng, installing,and bracing. Ref erto and followthe latest edition of BCSI (Building f Safety Information by TPI end'SBCA) for practices poor to performing these functions Installers shall provide tempora BCSI., Unless notes olherwise,top chord sve properly attached stmcturaI sheathin and bottom chord shall have a proppeerryly id ceiling. Locations shown forpermanentl restraint of webs shall have bracinc�ins�alled per BCSI sections B3, 67 or 610, SCOSTA CORPORATION e. Appiy plates to each face of truss and n as shown above and on the Joint Details, unless noted otherwise. Referto WooD sTEEL oR TIMBER 60A Z for standard plate positions. ROOF bR FLOOR TRUSSES Of FI PI 1, or for h acceptance anystructure failure to build gthe 3670 COMMERCE CENTER DRI' r1 . Thees 1 bility sE863Ng5-8242 0 IJob Number: 91191 ply: T &A CLaONNSTEJ3CTION /JURADO/COD /KCD Qty:Wyt 112.6 Ibs I FROM: 26397 / T61 /JACK I DRW. 05/22/2020 Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " 3-1516, SEAT PLATE REQ. �--- 2' 3' Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height: 15.00It TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. a division of Snow Criteria (Pg,Pt in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 5 Defl/CSI Criteria PP Deflection in foe Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.003 D - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.644 Max BC CSI: 0.165 Max Web CSI: 0.000 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 IN 7� LO,,T^^ ,ram W is T (0 1 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL B 279 /- A /284 /187 /98 D 47 P A /40 /11 /- C 45 /- A /33 /40 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 17 -60 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! JT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handl!n shin ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building mation by TPI pnd'SBCA) fog safe y practices pdor to performing these fugctions. Installers shall provide temporary s noted oiherwlse,top chord shall have properly attached structural sheathrn and bottom chord shall have a pro rly )cations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or �10, ites to each face, of truss and position as shown above and on the Joinmetails, unless noted otherwise. Ikefer to ndard plate positrons. ' Buildin Components Group Inc. shall not be responsible for any deviation from this drawingy,any failure to build the h ANSI PI 1, or for handling shippIn , installation and bracing of trusses.A seal on this drawing or cover page dicates acceptance of prof6sslonalg_ engineering_ FesponsrbJlity solely the design shown. The sOnability 3670 COMMERCE CENTER SEBRING, FL 33870 (863)385-8242 Job Number. 91191 Piv- SEQN: T8A Css LaONNSTRUCTION /JURADO/COD /KCD bel: J3 I �t 112.61bs I 26398 / T29 /JACK I DRW; �/22/2020 I F] 2' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "1315" uses design values approved 1/30/2013 byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. C 2' 10-15/16" -{ Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.003 D HORZ(TL): 0.004 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.644 TPI Sid: 2014 Max BC CSI: 0.164 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specked Camber. Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.19 T (0 r �l M 4 CV A Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 277 A /- /283 /189 /122 D 45 A A /40 /12 /- C 42 A /- 135 152 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Big Width = 1.5 Min Req = - C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Pet Ply (Ibsy Chords Tens.Comp. Chords Tens. Comp. A-B 44 0 B-C 16 -57 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shi mg, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information b,y TPI and fabricating, fog safe y practices poor to performing these functions Installers shall provide temporary bracing er BCSI. Unless noted o herwise,top chord shall have property attached structural sheathingand bottom chord shall have a pro rly attachesrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracincLrnsalled per BCSI sections B3, 67 or �10, as applicable. Apply plates to each face of truss and position as shown above and on the Joini"Details, unless noted otherwise. kefer to dravOings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this draWr q.anv failure to build the or cover a e 1. The s i bility 3670 COMMERCE CENTER SEBRING, FL 33870 (863)385-8242 any Job Number. 91191 Ply: 1 SEQN: 26399 / T30 / JACK I I /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 14 FROM: DRW: Truss Label: J1 Wgt: 7.0 Ibs / ... 05/22/2020 Loading Criteria (ps0 TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " 4" w Wind Criteria Wind Sid: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any- GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP M31 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. 12 C 5 �=2X4(A1) Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Ph NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE R DefI/CSl Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.427 Max BC CSI: 0.095 Max Web CSI: 0.000 Mfg Specified Camber. VIEW Ver. 18.02.01A.0205.19 T 8-9/16" 1 T 00 CO Cfl ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 328 /- /- /405 /337 170 D 1 /-31 P /53 /47 /- C - /-116 /- /165 /170 P Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Big Width =1.5 Min Req = - C Brg Width =1.5 Min Req = - Bearing B is a rigid surface. Maximum Top Chord -Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 B - C 240 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatingg handlingq shi Ing, installing,and bracing. Referto and followthe latest edition of BCSI (Building f Safety Information byy TPI and'SBCA) for satepty practices pnor to performing these functions. Installers shall provide temporary r BCSI.. Unless noted oiherwise,top chord shall have property attached structural sheathin and bottom chord shall have a pro rfy qqid ce!Img. Locations shown forpermanent lateral restraint of webs shall have bracinccLLlnsalled per BCSI sections B3, 67 or �10, SCOSTA CORPORATION le. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted othervuise. f�efer to WooD STEEL oR TIMBER 60A Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of im 7,ortor h acceptance any structure ilure to build the 3670 COMMERCE CENTER DRIB Or ge,.tyThe tSEBRING, FL 33870 sab(863)385-8242 Job Number: 91191 Ply:1 SEQN: 26400 / T58 / JACK /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW: Truss Label: J1A Wgt: 7.0 Ibs / ... 05/22/2020 12 C 5=2X4(A1) B- T T1 av2 3-1T5116" 1 0`0 D c� A 8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " I -a— 21 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: If EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M31 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide (2) 16d toe -nails at top chord. Provide (2) 16d toe -nails at bottom chord. SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Pg: NA' Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.427 Max BC CSI: 0.095 Max Web CSI: 0.000 Mfg Specked Camber. VIEW Ver: 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ /R- /Rh /Rw /U /RL B 328 P /- /406 /337 /70 D 1 /31 /- /53 /48 A C - /-115 A /164 /169 A Wind reactions based on MWFRS B Brg Width = 8.0 Min Req = 1.5 D Brg Width =1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing B is a rigid surface. Bearing 8 requires a -seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 44 0 B- C 240 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin sh! Ing, installing. and bracing., Refer to and follow the latest edition of BCSI (Building Component Safety. Information by TPI and'SBCA) foi safety practices poor to performing these functions. Installers shall provide tempos bracipgTer BCSI. Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attac a rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinccL�lnstalled per BCSI sections B3, B7 or 10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and posdion as shown above and on the Joinf"Details, unless noted otherwise. f�efer to wOoo STEFi oR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine. a division of ITW Buildina Components GmUD Inc. shall not be resoonsihle for anv deviation from this drawino_anv failure to build the 3670 COMMERCE CENT q or cover page SEBRING FL 33870 DRI\ I1 . The s I bility (863)385-8242 any IT &A LONNSTRRUCTION /JURADO/COD /KCD I W t 11 Ibs FROM; 26384 / T84 / HIPM DRW ` 05/22/2020 Job Number. 91191 Ply: abel: B6 Loading -Criteria (pat} Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height:15.00 It NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set 139" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at left end of truss for 486 Ibs. 6'6=1 /Z' -f 6'3-1 /8" = 0^-+ 12'9-5/8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf- NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FTlRT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.016 E 999 360 VERT(TL): 0.031 E 999 240 HORZ(LL): 0.008 E - - HORZ(TL): 0.015 E - - Creep Factor: 2.0 Max TC CSI: 0.535 Max BC CSI: 0.472 Max Web CSI: 0.483 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 T r W1 6 1 D 1113X6 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ ! R- / Rh / Rw / U / RL A 486 /- A /312 /181 /127 D 476 /- A /261 /265 /- Wind reactions based on MWFRS A Big Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 674 -753 B - C 614 -634 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-E 647 -649 E-D 15 -15 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 337 -125 C - D 502 -432 E - C 682 -660 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating,handling,ship Ing, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety. Information by TPI anSBCA) for safe y practices prior to performing tliese functions. Installers shall provide temporary BCSI. Unless note r3 properly attached structure sheathing and bottom chord shall have a properly iid ceiling Locations shown forpennanent lateral restraint of webs shall have bracin, 'tailed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of i vi -i, or Tor n acceptance any structure failure to build the 3670 COMMERCE CENTER g or cover pa a SEBRING, FL 33870 in. The mllty (863)385.8242 Job Number: 91191 Ply:1 SEQN: 26385 / T49 / HIPM /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B7 Wgt: 63.0 Ibs .. / ... 05/22/2020 r 8'6-1/2" 4'3-1/6' Loading. Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP M31 :T2 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumbervalue set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at left end of truss for 486 lbs. ip� 12'9-5/8" Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.024 E 999 360 VERT(TL): 0.037 E 999 240 HORZ(LL): -0.013 E - - HORZ(TL): 0.019 E - - Creep Factor: 2.0 Max TC CSI: 0.380 Max BC CSI: 0.283 Max Web CSI: 0.236 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 ♦ Maximum Reactions (Ibs) Gravity Non -Gravity LOG R+ / R- / Rh / Rw / U / RL A 486 /- /- /323 /156 /166 D 476 /- /- 1286 /254 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - D Brg Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 373 -778 B-C 2 -13 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- E 630 -464 E - D 355 -418 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-B 510 -75 C-D 195 -121 B - D 544 -452" —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabdcating handlin shi rng, installing and bracing., Ref erto and follow the latest edition of BCSI (Building Safety Information by TPI and'SBCA) fog satetpy practices prior to performing these functions Installers shall provide tempora BCSI. Un ess notes o herwise,top chord shall have properly attached strt�aural sheathing and bottom chord shall have a proppeeryriy aid ceilingg Locations shown for permanent lateral restraint of webs shall have braclncLinstalled per CSI sections 63, 67 or 610, SCOSTA CORPORATION le. ,aqpply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted othervvise. (tefer to WOOD STEEL oR TIMBER 60A-Z for standard plate positions. ROOF bR FLOOR TRUSSES of iIvi 1,orforn acceptance any structure failure to buiilldd the 3670 COMMERCE CENTER DRI1 or 1%. The sUtt2bility S (8s j385 s2a2870 Job Number: 91191 Ply: 1 I SEQN: 26386 / T3 / HIPM /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: B8 Wgt: 63.0 Ibs / ... 05/22/2020 -Loading-Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:11 EXP: D Des Ld: 37.00 D Des d:: Mean Height:15.00 ft 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP M31 :T2 2x4 SP #2: Bot chord 2x4 SP M-31 Webs 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at left end of truss for 486 lbs. 12'9-5/8" Snow Criteria (Pg,Pt in PSF). - Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf- NA Ce: NA VERT(LL): -0.030 E 999 360 Lu: NA Cs: NA VERT(TL): 0.049 E 999 240 Snow Duration: NA HORZ(LL): -0.016 E - - HORZ(TL): 0.026 E - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.441 TPI Sid: 2014 Max BC CSI: 0.322 Rep Factors Used: Yes Max Web CSI: 0.197 FT/RT:20(0)/10(0) -Mfg Specked Camber. Plate Type(s): WAVE VIEW Ver. 18.02.01A.0205.19 35-5/9' -, ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 486 /- A 1325 /148 /181 D 476 /- A /297 /249 A Wind reactions based on MWFRS A Brg Width =- Min Req = - D Big Width = 3.5 Min Req = 1.5 Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 317 -733 B-C 0 -10 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- E 579 -422 E - D 290 -351 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. E-B 505 -109 C-D 161 -98 B - D- 531 -429 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricatingg handiin , sh! !ng, installing.and bracing., Referto and followthe latest edition of BCSI (Building Safety. Information b TPI and'SBCA) for sate y practices pnor to performing these functions. Installers shall provide tempora BCSI. Unless noted oherwise,top chord shall have property attached structural sheathin and bottom chord shall have a pro ryrly id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracincc��insalled per BCSI sections B3, B7 or10, SCOSTA CORPORATION e. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Defer to WOOD STEEL OR TIMBER 50A-Z for standard plate positions. ROOF bR FLOOR TRUSSES a division of any failure to build the 3670 COMMERCE CENTER DRI\ or cover e,_ SEBRING,FL33870 1. The s i bllrty (863)385-8242 Job Number: 91191 Ply: SEQN: /N&A CONSTRUCTION /JURADO/COD /KCD [Wgt: Qty:11 Ibs FROM26415 / T22 / HIPM DRW/ �/22/2020 Truss Label: G1 S12' ri 66-7/8" 1 8'5" r 5'9-7/8" - i 2'7-1/8" - Loading -Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): -0.005 E 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.010 E 999 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 E - - Des Ld: 37.00 EXP: D Mean Height:ht: 15.00 It 0.006E - - NCBCLL: 0.00 TCDL: 4.0 Code / Misc Criteria Code Creep Factor: 2.0 Soffit: 0.00 BCDL: .0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.417 Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.210 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.141 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Speed Camber. GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.19 Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 6-4-0 jacks with no webs. Left side jacks have 6-4-0 setback with 0-M cant and 2-0-0 overhang. End jacks have 64-0 setback with 0-0-0 cant and 2-M overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. I 1 AMaximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL A 410 /- /- /- /228 A D 688 /- /- /- M83 /- Wind reactions based on MWFRS A Brg Width = 3.0 Min Req = 1.5 D Brg Width = 3.5 Min Req = 1.5 Bearings A & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 338 -573 B-C 4 -5 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - E 469 -251 E - D 494 -258 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - E 452 -125 C - D 133 -132 B - D 360- -692 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin ship mg, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Safety In[ormation by TPI and SBCA) fog safe y practices poor to performing these functions. Installers shall rovide tempos BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord ghpall have a pro rryly id ceiling Locations shown forpemranent lateral restraint of webs shall have bracin insalled per BCSI sections 63, B7 or10, SCOSTA CORPORATION Apply plates to each face_ of truss and position as shown above and on the JoinfgOetails, unless noted otherwise. Refer to WOOD STE0. OR TIMBER Of lips t,ortorn acceptance any structure ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRI\ or cover pa e_ , SEBRING, FL 33870 Ir . The sur brhty (863)385-8242 Job Number: 91191 Ply: 2 SEQN: 26428 / T11 / SPEC /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: G2 Wgt: 162A Ibs / ... 05/22/2020 2 Complete Trusses Required A 1112X4�_111Y4 _ _ =3�40 =3X8 � 194X1K ll3J ■ h I milli1 111OX'14 8'5" 3f1/2" 8'1-12° Loading Criteria (psf Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: D Des Ld: 37.00 Mean Height:15.00 it NCBCLL: 0.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x6 SP #2 :B2 2x8 SP 2400f-2.0E: Webs 2x4 SP #2 Lumbervalue set "136" uses design values approved 1/3012013 by ALSC Nailnote- Nail Schedule:0.148"x3.25", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.50" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac. 1.25 / Plate Dur.Fac=1.25) TC: From 54 plf at 0.00 to 54 pif at 8.42 BC: From 20 pif at 0.00 to 20 pif at 1.29 BC: From 10 plf at 1.29 to 10 pif at 8.42 BC: 1305 lb Conc. Load at 0.47 BC: 1312 lb Conc. Load at 2.47 BC: 1294 lb Conc. Load at 4.47 BC: 1567 lb Conc. Load at 6.47 PLB: 1309 lb Conc. Load at (0.43,12.12) Purlins In lieu of rigid ceiling provide lateral bracing to brace BC@24"OC Wind Right end vertical not exposed to wind pressure. Snow Criteria (Pg,PP in PSF) Pg: NA Ct: NA CAT: NP Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE WSJ m4X10 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.089 G 999 360 VERT(TL): 0.164 G 616 240 HORZ(LL): 0.031 J - - HORZ(TL): 0.057 J - - Creep Factor: 2.0 Max TC CSI: 0.733 Max BC CSI: 0.808 Max Web CSI: 0.645 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 Additional Notes Truss must be installed as shown with top chord up. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Of ivi i,ortorn acceptance any structure �straim of wens snan nave Dracing mstaiiea per ts, as shown above and on the JoinfDetails, unless ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL K 4653 /- A /- /2034 /69 E 2686 /- A /406 /1169 A Wind reactions based on MWFRS K Brg Width = 3.0 Min Req = 2.7 E Brg Width = 3.5 Min Req = 1.5 Bearings K & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 40 -96 C - D 478 -1147 B-C 39 -95 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. K-1 96 -75 H-F 57 -101 J-H 57 -102 F-E 3 -2 I- G 296 -141 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A - K 130 -296 G - F 1450 -625 J-1 2140 -837 C-F 219 -1 B - G 362 -101 F - D 1561 -650 G - H 726 -1571 D - E 479 -1090 G-C 470 -1119 n of BCSI (Building provide temporary call have a properly ns B3 B7( or Br to iervvROO SCOSTA CORPORATION FbRTFLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRIVE ig or cover page _ SEBRING, FL 33870 in. The suttabihty (863)335-8242 Job Number. 91191 Ply: 1 SEQN: 26409 / T48 / MONO ' I /NBA CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: H1 I Wgt: 35.7lbs .. / ... 05/22/2020 =2M(j L SEAT PLATE REQ. 7' Loading. Criteria (psti Wind Criteria Snow Criteria (Pg,Pf in PsF) DefUCSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 159 mph Pf: NA Ce: NA VERT(LL): 0.055 D 999 360 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.099 D 833 240 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.021 D - - Des Ld: 37.00 EXP: D HORZ 0.038 D rn)' Code / Misc Criteria NCBCLL: 10.00 Mean Height:15.OD ft TCDL: 4.0 psf Creep Factor: 2.0 Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.436 Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.853 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Varies by IlmdlrYMkb CSI: 0.155 Loc. from endwall: not in 9.00 it . Ff/RT:20(0)/10(0) Mfg Specked Camber. GCpi: 0.18 Plate Type(s): VIEW Ver. 18.02.01A.0205.19 Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP M31 Bot chord 2x6 SP M-14 Webs 2x4 SP #2 Lumber value set "139" uses design values approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TC: From 55 plf at 0.00 to 55 plf at 7.00 BC: From 10 pit at 0.00 to 10 plf at 7.00 BC: 486 Ib Conc. Load at 1.06, 3.06, 5.06 Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Wind Right end vertical not exposed to wind pressure. Additional Notes Provide hanger or special connection at right end of truss for 843 lbs. w 77 l ♦ Maximum Reactions (Ibs) Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL E 1071 A /- A /449 /- D 843 A P A M88 /- Wind reactions based on MWFRS E Big Width = 8.0 Min Req = 1.5 D Big Width = - Min Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. A-B 342 -521 B-C 54 -82 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-D 541 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - D 352 -591 C - D' 46 - 7 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI *"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating hand in ship ing, installing,and bracing. Referto and followthe latest edition of BCSI (Building Safety Information b TPI and SBCA) for safe y practices poor to performing these functions. Installers shall pmvide tempora BCS1. Unless noted ohetwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro ryrly id ceding Locations shown forpermanent lateral restraint of webs shall have bracincLinsalled per BCSI sections B3, 67 or �10, SCOSTA CORPORATION e. AP ly plates to each face, of truss and position as shown above and on the JoiniDetails, unless noted otherwise. Refer to wood sTEEL OR TIMBER 60A Z for standard plate positions. ROOF bR FLOOR TRUSSES vision of ITW Buildingg �Components Group Inc. ,shall not be responsible for any deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRn Ifomtance with ANSI/TPI 1, or for handling shi��in�, installation and bracing of trusses. A seal on this �drawmq or cover page sEBRING, FL 33870 drawing, indicates acceptance of profess na ,engineering__responslbilrty solelyfor the design show The s i bility (a63)385 6242 Job Number. 91191 Ply: 2 SEON: 26416 / T54 / HIPM /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: 11 1 Wgt: 36.4 Ibs .. / ... 05/22/2020 2 Complete Trusses Required I _ 3' 19-1 / ' _ 12 5 p 2X4(A1) A 3.15 16" F 3'9-1 /8" =4X5 B T2 E2X4 .4 fi Loading. Criteria (pst) Wind Criteria . Snow Criteria (Pg,PF in PSF) Defl/CSI Criteria ♦Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf; NA Go: NA VERT(LL): 0.017 E 999 360 Loc R+ / R- / Rh / Rw / U / RL BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT 0.032 E 999 240 rn): F 887 Pi- /- 266 /- Risk Category: 11 BCOL: 10.00 e9 ry Snow Duration: NA HORZ(LL): 0.007 E - - D 858 P P P P259 P EXP: D HORZ 0.013 E - - (TI-)� Des Ld: 37.00 Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height:15.00 it Code / Misc Criteria Creep Factor: 2.0 F Brg Width = 3.5 Min Req = 1.5 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.277 D Brg Width = - Min Req = - P Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.704 Bearing F is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.041 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 15 -24 B - C 9 -29 Wind Duration:1.60 WAVE VIEW Ver. 18.02.01A.0205.19 Lumber Maximum Bot Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/112013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #2 A- E 32 -13 E - D 29 -8 Bot chord 2x6 SP #2 Webs 2x4 SP #2 Maximum Web Forces Per Ply (Ibs) Lumber value set "136" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-E 40 -21 C-D 24 -78 Nailnote- Nail Schedule:0.148'X3.25", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads --(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TC: From 28 plf at 0.00 to 28 plf at 3.00 TC: From 55 pif at 3.00 to 55 pif at 3.76 BC: From 10' plf at 0.00 to 10' plf at 176- TC: 72 lb Conc. Load at 3.03 BC: 1471 lb Conc. Load at 1.82 BC: 40 lb Conc. Load at 3.03 Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes Provide hanger or special connection at right end of truss for 858 lbs. *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin ,shi rng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI fabricating, for sate y practices prior to performing t(rese functions. Installers shall provide temporary bracing BCS� herwise,top have and bottom chord shall have a rly er ,Unless notes o chord shall property attached structural sheathrnp attache�ri id ceifmg Locations shown forpermanent lateral restraint of webs shall have bracincLmslalled BCSI sections pro 63, 67 or10, SCOSTA CORPORATION per as applica��e. �ppi plates to each face of truss and posdion as shown above and on the Joint Details, unless noted otherwise. drawings 60A fo standard plate poSltlOnS. Defer to wooD sTEEL oR TInABER ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure truss in ANSI PI 1, installation trusses A on this rawin or bracing for handling, to build the 3670 COMMERCE CENTER DRIVE cover conformance with or shi In , and of seal page _ SEBRING, FL 33870 list!n this drawing Indicates acceptance of Aress{'�'na� englneerinqq res onbility soleiyfor the desip show�i. The suitability (863)385-8242 and $se of this drawing for any structure is the responsibility of the 6uilding Desigrfer per ANSI/TP11 Sec.2. Job Number: 91191 Ply: 1 1 SEQN: 26401 / T20 / VAL /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 2 FROM: DRW. Truss Label: V5 I Wgt:14.0 Ibs .. / ... 05/22/2020 Loading. Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " -4+ll4" Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category: II EXP: D Mean Height:15.00 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to It C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Webs 2x4 SP #2 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ ZV OC Additional Notes See applicable standard valley or piggyback details for more requirements. i �-3/8" ! —3'3-1/16' �{ 12 R CO &11-3/9' - i 37-7/8" 4 T Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT, W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 1113X5 Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 C - - HORZ(TL): 0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.214 Max BC CSI: 0.195 Max Web CSI: 0.062 Mfg Specked Camber. VIEW Ver. 18.02.01A.0205.19 ♦Maximum Reactions (Ibs), or*=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D' 75 /- /- /47 /32 /21 Wind reactions based on MWFRS D Big Width = 47.4 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 23 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 146 -18 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 193 -88 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingp handling, she Ing, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Corrlportent Safety. Information by TPI and'SBCA) for satety practices pnor to performing these functions. Installers shall provide temporarx brace g per BCSI., Unless note o helwise,top chord shall have property attached structural sheathing and bottom chord shall have a pro r attac�ied rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin, nsdailed per BCSI sections B3, B7 or g10, SCOSTA CORPORATION as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to WOOD STEEL oR TIMBER drawings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine. a division of ITW Buildina Components Group Inc. shall not be responsible for anv deviation from this drawing,any failure to build the 3670 COMMERCE CENTER DRIB g or cover ppage, , SEBRING, FL 33870 m. The SUlt�bllrty (863)385M42 rpi 1, or torn acceptance any sructure Job Number. 91191 Ply:1 SEQN: 26402 / T12 / VAL /N&A CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss label: V6 I Wot: 11.2 Ibs ... / ... 05/22/2020 Loading. Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.25 Spacing: 24.0 " Lumber -!f+ 1,3-1/16" + 1'3-1/16- 12 5 F,—,- 3M(D1) T1 8=3X4 T1X4(D1) C 0 D B1 Wind Criteria Wind Std: ASCE 7-10 Speed: 159 mph Enclosure: Closed Risk Category:11 EXP: D Mean Height:15.82 ft TCDL: 4.0 psf BCDL: 6.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ 24" OC Additional Notes See applicable standard valley or piggyback details for more requirements. �- 310-13/16" —I Snow Criteria (Pg,Pr in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA . Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.004 999 360 VERT(TL): 0.008 999 240 HORZ(LL): -0.001 - - HORZ(TL): 0.003 - Creep Factor: 2.0 Max TC CSI: 0.072 Max BC CSI: 0.101 Max Web CSI: 0.000 Mfg Specified Camber. VIEW Ver. 18.02.01A.0205.19 ♦Maximum Reactions (Ibs), or "=PLF Gravity Non -Gravity Loc R+ / R- / Rh / Rw / U / RL D` 75 /- !- 127 /23 /5 Wind reactions based on MWFRS D Brg Width = 46.8 Min Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 263 -195 B - C 263 -195 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 197 -222 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricatingg handlingg shi mg, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information by TPI and'SBCA) fog safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oiherwise,top chord shall have properly attached structural shgathinqq and bottom chord shall have a properly iid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin ns�ailed per BCSI sections B3, B7 or B10, SCOSTA CORPORATION e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to WOOD STE0. OR TIMBER 60A Z for standard plate positions. ROOF bR FLOOR TRUSSES Of l PI 1, or for h acceptance any sructure failure to build the 3670 COMMERCE CENTER DRI1 g or cover pa�qe, _ SEBRING, FL 33870 Fri. The Spltabrllty (863)385-8242 Job Number. 91191 Ply: 1 SEQN: 26403 / T17 / VAL INBA CONSTRUCTION /JURADO/COD /KCD Qty: 1 FROM: DRW: Truss Label: V7 Wgt: 25.2 Ibs / ... 05/22/2020 / + 3'3-1 /15' 8�/S" —3'3-1/15'�-- 12 5 B=4X4 T1 T1 3X4(D1 _3X4(DC1) A W1 1 E B1 13 IIf2X4 Tl 0-13/16" �-- 3'9-5/8" 3f /T 3'9-5/9- Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) . Defl/CSI Criteria ♦Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in too Udefl U# Gravity Non -Gravity TCDL: 7.00 Speed: 159 mph Pf. NA Ce: NA VERT(LL): 0.008 D 999 360 Loc R+ / R- / Rh / Rw / U / RL E' 75 /- /- /32 /33 !7 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.014 D 999 240 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.003 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: D HORZ(TL): 0.005 D - - E B Width = 94.8 Min Req gA Code / Misc Criteria Code NCBCLL: 10.00 Mean Height:15.41 It TCDL: 4.0 psf Creep Factor: 2.0 is a rigid surface. Soffit: 0.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. A - B 199 -213 B - C 199 -214 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.079 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver: 18.02.01A.0205.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 285 -156 D-C 285 -156 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #2 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #2 Webs Tens.Comp. Webs 2x4 SP #2 Lumber value set " 13B" uses design values B - D 447 -286 approved 1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid ceiling provide lateral bracing to brace BC @ ZV OC Additional Notes See applicable standard valley or piggyback details for more requirements. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shi pmg, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety. Information b TPI and SECA) toy sateiy practices pnor io performing these functions. Installers shall provide tempora ry0 bracing BCSI Unless have bottom have er noted olherwise,top chord shall properly attached structural sheathingand chord shall a pro attache �ri id ceifing. Locations shown forpermanent lateral restraint of webs shall have bracinc(L�mstalled per BCSI sections B3, B7 or 110, SCOSTA CORPORATION Refer as applicable. Apply plates to each face oftrussand position as shown above and on the Joinmetails, unless noted otherwise. to WOOD STEEL OR TIMBER dravRings 160A-Z for standard plate positions. ROOF bR FLOOR TRUSSES Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing arty failure to build the 3670 COMMERCE CENTER DRIVE truss in conformance with ANSI�I 1, or for handlin shi in , installation and bracin of tmsses.A seal on this tlrawinqq or cover Dpaagqe SEBRING, FL 33870 listing this drawin indicates acceptance of rdgfess{'d'na� engineerin�q responibil' solely for the desigpn showTi. The sUitftbility (863)385 8242 and Fise of this �taW ng for any structure is the responsibil Qof the guifdi g Designer per ANSIITPf is €c.Z. For more information see this ob's general notes page and these web sites ALPINE: • TPI: • SBCA: jCC: Job Number. 91191 Ply: 1 SEQN: 26404 / T19 / VAL /N&A CONSTRUCTION /JURADO/COD /KCD City: 4 FROM: DRW. Truss Label: V8 Wgt: 5.6 Ibs / ... 05/22/2020 Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 159 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: D Mean Height:15.00 ft NCBCLL: 10.00 TCDL: 4.0 psf Soffit: 0.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #2 Bot chord 2x4 SP #2 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Loading Bottom chord checked for 10.00 psf non -concurrent live load. Purlins In lieu of rigid Gelling provide lateral bracing to brace BC @ ZV OC Additional Notes See applicable standard valley or piggyback details for more requirements. n 1'3-1 /16" --� 12 5 p T 0 1' 11-3/8" --{ Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Gravity Non -Gravity Pf: NA Ce: NA VERT(LL): 0.003 B 999 360 Loc R+ / R- / Rh / Rw / U / RL Lu: NA Cs: NA VERT(TL): 0.006 B 999 240 D* 75 /- /- /41 /21 /16 Snow Duration: NA HORZ(LL): -0.001 B - - Wind reactions based on MWFRS HORZ(TL): 0.002 B - - D Brg Width = 23.4 Min Req = - Code I Misc Criteria Creep Factor: 2.0 Bearing A is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0:038 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.086 Chords Tens.Comp. Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -13 FT/RT:20(0)/l0(0) Mfg Specified Camber - Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 18.02.01A.0205.19 Chords Tens.Comp. A-C 62 -9 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �btraint bf webs shall have bracinccC�installed per B, as shown above and on the Joinf-Details. unless Alpine, a division of ITW Buildin Cc truss in conformance with ANSI�I Ilstin this drawin indicates acc and �se of this 9tawing for any For more information see thislob's general nr n of BCSI (Building provide temporary hall have a prorty B3, B7 B10, ins or terwise. Defer to SCOSTA CORPORATION WOOD STEEL OR TIMBER ROOF bR FLOOR TRUSSES failure to build the 3670 COMMERCE CENTER DRIVE ig or cover e SEBRING, FL 33870 in. The s i bility (863)385-8242