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347 7TH ST - TRUSSES Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE' Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number. 613318A JobDescription: 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Address: City, State,Zip: Atlantic Beach,FL Name, Address and License#of Structural EOR if one exists for the building: Name: CHRIS SABOURIN 71461 License#: CHRIS SABOURIN 71461 State: Address: 1205 BEACH BLVD JACKSONVILLE BEACH,FL 3 City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1213.21 JRef#: 1W f193530007 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(pst): 20.00-10.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 49 truss drawings and 1 details. Item Seal# Truss Item Seal# Truss 1 282.18.0805.52600 Fl 2 282.18.0805.54250 F2 3 282.18.0805.55560 F3 4 282.18.0805.56883 F4 5 282.18.0805.57983 F5 6 282.18.0805.59103 F6 7 282.18.0806.00343 F7 8 282.18.0806.01510 F8 9 282.18.0806.04377 FT9 10 282.18.0806.28103 FT10 3-PLY 11 282.18.0806.33233 FT11 2-PLY 12 282.18.0806.35533 FT12 2-PLY 13 282.18.0806.38147 FT13 2-PLY 14 282.18.0806.39960 FT14 15 282.18.0806.41410 A17 16 282.18.0806.42937 A18 17 282.18.0806.47020 A19 18 282.18.0806.48303 A20 19 282.18.0806.49550 A21 20 282.18.0806.51123 A22 21 282.18.0806.52320 A23 22 282.18.0806.54110 A24 23 282.18.0806.58240 A25 2-PLY 24 282.18.0806.55710 T17 25 282.18.0807.07970 B26 26 282.18.0807.12397 B27 27 282.18.0807.16417 B28 28 282.18.0807.18153 C29 29 282.18.0807.27437 C30 30 282.18.0807.29770 C31 31 282.18.0807.33610 D32 2-PLY 32 282.18.0807.35213 EJ33 33 282.18.0807.36760 EJ34 34 282.18.0807.41487 EJ35 35 282.18.0807.43070 HJ36 36 282.18.0807.45310 HJ37 mains# 1/4 kP S Fi{,£ 4, C:0 '.'\)/ 4. 3 0. :•648 3 * : / /* *= • 1 a f ,. P : TE . 4 This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 0/09/2018 verified using the original electronic version. 1Florida Certificate of Product Approval#FL1999 Printed 10/9/2018 1:11:50 PM Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando,FL 32821 ALPINE Phone: wwwalpei(800)755-6001o —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 613318A JobDescription: 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Address: City, State,Zip: Atlantic Beach,FL Item Seal# Truss Item Seal# Truss 37 282.18.0807.46553 HJ39 38 282.18.0807.48077 CJ39 39 282.18.0807.49313 CJ40 40 282.18.0807.50420 CJ41 41 282.18.0807.51750 CJ42 42 282.18.0808.14710 CJ43 43 282.18.0808.16287 CJ44 44 282.18.0808.17577 CJ45 45 282.18.0808.39370 CJ46 46 282.18.0808.41030 CJ47 47 282.18.0808.52197 CJ48 48 282.18.0809.02650 CJ49 49 282.18.0809.11977 CJ50 masa— wok, �p►S FLFiy.0 . s. 0. ; .648 FATE + 141, g �ss�ONA1.E� This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 10/09/2018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 10/9/2018 1:11:50 PM Job Number. 613318A Ply: 1 SEAN:736295 /T18 SY42 Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 3 FROM:RCT DtwNo: 282.18.0805.52600 Truss Label: Fl JB / DF 10/09/2018 9'5"8 11'5"8 20'5"12 9'5"8 I- 2' I 9'0"4 I--2'6 l'4"12 I H-2'6"12 ', (TYP) 2,6"12+2,6"12--I hi 1,1„ 1 F--2'6"12—{ 1114X6 w W=3X4 =2XA4 =4XXB. 4 =4X =3X33[9] 1114X4 1112X4 G3X4 =4X4 =4X4 =5X5]-23] awe /!\ / \/\E T2 fKC D2 �.1 y/ \ /_\/ \ i V_\ / fix. X W V U T S R Q P O N M L 1112X4 =5X5 =4X4 1112X4 w3X3[8] =4X6 1113X4 1113X3 1112X4 =4X4 =5X5 1112X4 =W=H0310 r 20'5"12 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg NA Ct:NA CAT:NA PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.217 E 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.302 E 793 360 X 1114 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 B - - L 1126 /- /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.058 B - - X Br Width=5.0 Min Req1.5 Des Ld: 55.00 Mean Height:NA ft 9 NCBCLL:10.00 9 Code/Misc Criteria Creep Factor:2.0 L Brg Width=- Min Req=- TCDL:NA psf BearingX is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.933 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -657 F-G 0 -2894 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 0-1772 G-H 0 -2894 C-D 0 -2524 H-I 0 -2519 Lumber D-E 0-2895 I-J 0 -1772 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: E-F 0-2900 J-K 0 -655 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp._ JT Plate Chord JT Plate Chord W-V 1309 0 R-Q 2900 0 No Size Shift Bite No Size Shift Bite V-U 2236 0 Q-P 2778 0 [8] W3X3 1.75 L 1.25 [9] W3X3 1.25 L 1.25 U-T 2236 0 P-0 2237 0 [23] W5X5 2.75 R 1.25 T-S 2774 0 O-N 2237 0 Purlins S-R 2774 0 N-M 1307 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 89 0.25 20.48 NMilii{yostk A-X 0 -1042 Q-H 566 136 Apply purlins to any chords above or beloC 120 0.25 w1llllers ((��..��1�� �fi���ryif A-W 1186 0 H-P 0 -468 at 24"OC unless shown otherwise above. ...•••" '�••.�`Y�Jf W8--VB 0 -1174 P-I 492 0 ` t.AC.•* B-V 836 0 IP--NI 0 -811 Hangers I Ties �O+~4' vN- + V-C 0 -809 N-J 838 0 (J)Hanger Support Required,by others # : • C-T 501 0 J-M 0 -1176 : 0. 64'8 T-D 0 -451 M-K 1184 0 Additional Notes f ; j • D-R 518 -127 K-L 0 -1098 +2x6 continuous strongback.See detail i. * * . * C reScommendations. m ndatio for bracing and bridging �•• s ATE ;c, recommendations. ‘ Truss must be installed as shown with top chord up. �* ." i s 0 `Irk/ \ P****rt••- &\N"', 4. y #0 278 /'yiyyi �0 N Ak- v'I�' `r+uutvarutsoi 1-- 10/09/2018 **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 shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracingq installed per BCSI sections 03,B7 or 810, /416 as applicable. Appplates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building�CComponents Group Inc.shall not be responsible for any deviation from this drawinany failure to build the m r truss in conformance with ANSI/TPI 1,or for handli p,shipping,installation and bracing of,trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of nroTessionaf engineering responsibility solely for the design shown. The sui bility Suite os and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 • • Job Number: 613318A Ply: 1 SEQN:736299 /T36 SY42 Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0805.54250 Truss Label: F2 JB / DF 10/09/2018 9'5"8 11'5"8 2078 I 9,5„8 2' 9'4” H—2,6" I-1'4 11 H-2,6„12—I II (TW) 12"8—}—2'6"12-H I-2,�8{ 1—2,612--{ 1114X6 =W=3X4 =2X4 =4X4 4X4 =3X4 1114X4 1112X4 1113X4 4X4 =4X4 =5X5]-23] A B C D E F G H I T2 J KK iy. .\ / \ / \/.\-F \/.\ / . n I D2 —'X W V U T S R Q P 0 N M L 11!2X4 =5X5 =4X4 1112X4 ' 3X3[9] 4X6 1114X4 =3X3[17] 1112X4 =4X4 5X5 1112X4 W=3X6 20'9"8 -- 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.215 E 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.306 E 796 360 x 1131 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 B - - L 1144 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.057 B - - X Brg Width=5.0 Min Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 L Brg Width=3.5 Min Req= 1.5 TCDL:NA psf surface.X&L are a Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 Bearingsrigid Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.627 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.575 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): _ A-B 0 -669 F-G 0 -2986 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-1807 G-H 0 -2986 Lumber C-D 0 -2580 H-I 0 -2579 D-E 0 -2986 I-J 0 -1806 Top chord 4x2 SP SS Dense:T2 4x2 SP#2: E-F 0 -2992 J-K 0 -666 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord W-V 1331 0 R-Q 2992 0 No Size Shift Bite No Size Shift Bite V-U 2283 0 Q-P 2845 0 [9] W3X3 1.75 L 1.25 [17] W3X3 1.75 R 1.25 U-T 2283 0 P-0 2283 0 [23] W5X5 2.75 R 1.25 T-S 2283 0 O-N 2283 0 Purlins S-R 2844 0 N-M 1330 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Per Ply(lbs) Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 89 0.25 20.79trtfl fishii tai A-X 0 -1058 0-H 563 119 Apply purlins to any chords above or belowBC 120 0.25 fillers /1(P‘liv‘ S FL,.54 ° ;;11 e A-W 1207 0 H-P 0 -480 at 24' OC unless shown otherwise above. .. .. ..77.,,, falp W-B 0 -1195 P-I 516 0 �-1►fg-0 .**� y B-V 857 0 I-N 0 -832 Additional Notes f s V-C 0 -830 N-J 858 0 +2x6 continuous strongback.See detail ,C . C-S 519 0 J-M 0 -1197 STRBRIBR1014 for bracing and bridging , -t $ ` S-D 0 -476 M-K 1204 0 recommendations. ; ! . 1 D-R 557 -117 K-L 0 -1115 Truss must be installed as shown with top chord up. i * : i f Ji' • * = . `ATE .* �.,l'', 5*..L OR\Dp-,c` r, +'j �...r a.• i,,/�i s!ONA.-'(�� P iso #0 278 ,wrt+a+Wtt tl�� 10/09/2018 ""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,shipping,installing,and bracing..Refer to and follow the latest edition of SCSI(Budding Component Safety Information,by TPI and SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI._Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections$3,B7 or B10, as applicable Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN my cos,:,;, truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of.trussesA seal on this dr wing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibilrty solely for the design shown. The suitability Suite 305 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: 1 SEAN:736421 /T30 SY42 Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0805.55560 Truss Label: F3 JB / DF 10/09/2018 1'3"4I 6 1'3"4 4'8"12 I-1'0"4-1 F3{ I 4'4"4 Iii I—I I—1'2"8 T 1'4"--1 (TYP) =2X4 =3X3 A B F T „,_,, .._;,_„,_, m I 11111111__110 I. J G =3X3 6' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 F 999 480 Loc R+ /R- /Rh /Rw /LI /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.002 F 999 360 G* 229 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - G Brg Width=72.0 Min Req=- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.000 B - - Bearing Lisa rigid surface. NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.263 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.021 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.076 Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver.17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) S F/C� TC 69 0.25 6.00 `` '�/� BC 66 0.25 5.75 OV ••••• i ••y !/f/ Apply purlins to any chords above or below fillers 4Z0.90\` S�►'•• at 24"OC unless shown otherwise above. • Additional Notes • • 0. : .648 •• Provide for complete drainage of roof. : * • • Truss must be installed as shown with top chord up. 1* : 11 • • „�t ATE • •i t= . w %�dc�••t.•Pt pR10::#7.4 10P•••4 A (11 •••.._../- �'w` #0 2 g' '�+5{j(7S/ONAL��./ 10/09/2018 `"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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fbsafety actices pnor to performing these functions. Installers shall provide temporary bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing ins alled per BCI sections 83,B7 or B10, as app icable. Applplates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing anfailure to build the AN CM COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pafge 6750 Forum Drive listing this drawing indicates acceptance of protessionarr engineering responsibility solely for the design shown. The sui ability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEAN:736456 /T28 SY42 Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0805.56883 Truss Label: F4 JB / DF 10/09/2018 1'3"4 8'5"12 I 1.3.4 I 72"8 ,3 I 1'0"4 I ,3 r ( I p8'10" - 1 Z 1 I—1'4"--i y 111A11 (TYP) =3X3 =2X4 I B A T --- ye N 1 '11 --v- _ i S///// / K Q =3X3 I 8'5"12 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 I 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.001 I 999 360 K* 109 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - K Brg Width=101 Min Req=- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.000 B - - Bearing S is a rigid surface. Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.093 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.019 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.033 Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) I:NA GCpi:NA Plate Type(s): __ Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Plating Notes All plates are 2X4 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlins lows: iRtilflt/f tolaterally Spacing(in oc)brace chords as folSt rt(ft) End(ft) S F, C��fiih, TC 99 0.00 8.23 ``��rrVV { �C BC 96 0.25 8.23 4",.••' ��••..'it�/ 4 Apply purlins to any chords above or below fillers Q •• �,� ,�,r77rSE' • */ N at 24' OC unless shown otherwise above. 7 a Additional Notes ; Q. 848 / . Truss must be installed as shown with top chord up. . •* , : ' 1 i /* I a * a ..,3..,3a 5tATE / cc f e Pi yam.,0A� ,•• \ r..•. OR ';' .'a �. kikuttinulNtti,11 10/09/2018 "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 shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fb'safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid id ceilm Locations shown for ermanent lateral restraint of webs shall havebracing installed per BCSI sections B3,B7 or B10 as applicab5le. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc..shall not be responsible for any deviation from this drawin any failure to build the ;y COMPANY truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the desi n shown. The sui bility Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • Job Number. 613318A Ply: 1 'SEQN:736340 /T15 SY42 Cust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 3 FROM:RCT DrwNo: 282.18.0805.57983 Truss Label: F5 JB / DF 10/09/2018 31" 51" I 8'5"12 3'1" 2' 3'4"12 [31- 2'5"8 17„ I 2'6" -{ 3X3 w 3X3 =4X4 3X6 1112X4 =2X4 A B C D E i 3-a V.— II U11 L 1112X4 =3X3 1114X4 --3X3 =3X3 11 r 8'5"12 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT: • PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.039 C 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.062 C 999 360 L 467 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.016 E - - G 454 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.025 E - - L Brg Width=- Min Req=- NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.0 Min Req= 1.5 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.467 Bearing G is a rigid surface.Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.368 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.188 Loc.from endwall:NA FT/RT/PT:12(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -448 C-D 0 -447 Wind Duration:NA WAVE VIEW Ver.17.02.02A.1213.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 SP#2 K-J 447 0 I-H 429 0 Webs 4x2 SP#3 J-I 448 0 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) A-L 0 -457 D-H 0 -378 TC 99 0.00 8.23 A-K 394 0 H-E 396 0 BC 96 0.25 8.23 K-B 0 -398 E-G 0 -419 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others titttifftyuk ii Additional Notes 1 �S FLEj�;�`hi Truss must be installed as shown with top chord up. h4$S"'..."41"0.;,74 ♦ GS ' V ♦ ` • e I* i _ * •• • �•� ATE a •ei v 14.eSS C pR14... ��� #0 278 141tyy„,ONAt. 10/09/2018 "'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,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary bracingper SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacingp installed per BCI sections 03, 7 or B10, as applicable. AppTy plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positons. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the mavicoMw�r truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona, engineering responsibility solely for the design shovtwn. The suability Suite os and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318A Ply: 1 SEAN:736337 /T33 SY42 Cust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 3 FROM:RCT DrwNo: 282.18.0805.59103 Truss Label: F6 JB / DF 10/09/2018 3'4"12 5'4"12I8'9"8 H 3,4"12 I 2' I 3'4"12 13"1.- 2'6" 17„ 1 (TYP) =3X3 =3X3 =3X3 =4X4 1112X4 '!'2X4 =2X4 A B C D E F I Je NIv._ l • II UM L K J I H -=-3X3 3X3 —=3X3 =3X3 - 3X3 1112X4 r 8,9"8 A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.028 C 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.045 D 999 360 M 484 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.010 B - - H 471 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt.NA HORZ(TL): 0.016 B - - M Brg Width=3.5 Min Req= 1.5 Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 H Brg Width=4.0 Min Req= 1.5 NCBCLL:10.00 TCDL:NA psf surface.M&H are a s Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearings rigid Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.252 Load Duration:1.00 MWFRS Parallel Dist NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.198 Loc.from endwall:NA FT/RT/PT:12(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -481 D-E 0 -481 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 C-D 0 -484 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 L-K 452 0 J-I 453 0 Purlins K-J 484 0 In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Webs Tens.Comp. Webs Tens. Comp. TC 102 0.00 8.54 A-M 0 -476 E-I 0 -402 BC 99 0.25 8.54 A-L 416 0 I-F 416 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. L-B 0 -403 F-H 0 434 Additional Notes Truss must be installed as shown with top chord up. IMI fi tp,N. f a It ; ,.+ �. 648 ' . ii a i * ! * : * = s . w 0 a; V1 ATE / g v����0,,%11,O R141%*. ` 'S #0 278��'' S,0 N A1—tw+"1�° 10/09/2018 "'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 shippin installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)T'rsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall havebracin installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of prooessionar en ineering responsibility solely for the design shown. The suitability and use of this &awing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Sac.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 613318A Ply: 1 SEQN:736334 /T42 SY42 Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0806.00343 Truss Label: F7 JB / DF 10/09/2018 611" 811" 12'4"12 611"I I 2' I 3'5"12 '{ 2'6" (TYP) 3X3 3X3 =3X3 =3X4 =3X3 =3X3 1112X4 1112X4 2X4= A G H . B C 0 E F I L i . 1a N \/ 1 ,,,s, II 1112X4 =3X3 -3X3 =3X3 m3X3 3X3= =3X3 1112X4 r 3,8" 1 8112 A F- - 12'4"12 - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl IJ# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.026 F 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.039 F 999 360 Q 250 /-45 /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.005 H - - 0 756 !- /- /- 1- /- EXP:NA Kit:NA Des Ld: 55.00 HORZ(TL):L: 0.007 H J 470 I- /- /- /- /- Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Q Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf 0 Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:NAsf Bldg Code: FBC 2017 RES Max TC CSI: 0.409 P J Brg Width=5.0 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.224 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.197 Bearings 0&J are a rigid surface. Loc.from endwall:NA FT/RT/PT:12(0)/5(2)!4(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 _- Lumber D-E 0 -476 F-G 0 -478 E-F 0 -481 Top chord 4x2 SP#2 Bot chord 4x2 SP#2 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins N-M 430 0 L-K 449 0 In lieu of structural panels or rigid ceiling use purlins M-L 481 0 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.00 12.15 Maximum Web Forces Per Ply(lbs) BC 120 0.25 12.15 Webs Tens.Comp. Webs Tens. Comp. Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. O-C 0 -507 G-K 0 -395 C-N 399 0 K-H 415 0 Hangers/Ties N-D 0 -405 H-J 0 -434 (J)Hanger Support Required,by others *it;Additional Notes S "J�I��� See detail STRBRIBR1014 for bracing and bridging l6/ee' )IIP 5 ;1144( • recommendations. VV Truss must be installed as shown with top chord up. : 40. ;I'• ; .g • * ' * : * • • s�,ra ATE • •.. ,. . L0 WO r' o/oNAL t #0 278 tt to- 10/09/2018 **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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections 53,B7 or 10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing,indicates acceptance of prooessiona, engineering responsibilt solely for the design shown. The suitability Suite os and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.2. For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindust com;ICC: www.iccsafe.or Orlando FL,32821 1 P 9 P iP 9: ry 9 Job Number. 613318A Ply: 1 SEQN:736452 /T29 SY42 Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.01510 Truss Label: F8 'JB / DF 10/09/2018 2' 3'5" 6'7"8 2' I 1'5" I 3'2"8 1'3"—1 F371 12,7„12 'I =10X10 11110X12 =10X12 =10X12 A B C D T .\ TB 1 3" -t W3 H G F E =10X12 11110X12 =10X12 1 1114X10 1114X10 1 6,7„8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.145 G 507 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA 'VERT(CL): 0.199 G 369 360 I 2216 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.040 D - - E 2928 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.054 D - - I Brg Width=7.5 Min Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 TCDL:NA psfBearings surface.I&E are a Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.817 rigid Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.523 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.971 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -2199 C-D 0 -1237 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-2278 Lumber Top chord 4x2 SP SS Dense Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP SS Dense Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3:W3 4x2 SP#2: H-G 2278 0 G-F 2302 0 Special Loads •Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC:From 50 plf at 0.00 to 50 plf at 6.62 BC:From 5 plf at 0.00 to 5 plf at 6.62 A-I 0-2398 C-F 0 -1633 TC: 467 lb Conc.Load at 1.56,3.56,5.56 A-H 3440 0 F-D 1894 0 TC:1126 lb Conc.Load at 1.85,3.85,5.85 H-B 0 -1530 E-D 542 -3 Purlins H-B 0 -510 D-E 0 -3437 In lieu of structural panels or rigid ceiling use purlins G-C 17 -466 to laterally brace chords as follows: tRt117ttf� Chord Spacing(in oc) Start(ft) End(ft) ik4 TC 79 0.00 6.62S F1"FJ`', BC 73 0.25 6.37 /045.,c, �. ��• j�`f Apply purlins to any chords above or below fillers ';��15` at 24"OC unless shown otherwise above. 00 .•. y Additional Notes f . /'.s s Truss must be installed as shown with top chord up. Z to. 64$ I -- ,0,4... ATE h.. '•(4 4 Q. ~"moo,-ic1."•.,&OR\?bc. . ,'` SS/QNA`C #0 278 ```u'ururmanutt0-;' 10/09/2018 "`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 shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€d rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceof truss truss and position as shown above and on the JointifDetails, unless noted otherwise. Refer to ALPINE drawings 160A- for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,, _oucun truss in conformance with ANSI/TR! 1,or for handling,shipping,installation and bracing of,trussesA seal on this dring or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: 1 SEAN:736283 /T43 MONO Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 10 FROM:RCT DrwNo: 282.18.0806.04377 Truss Label: FT9 JB / DF 10/09/2018 7" 4'11"8 9'3"12 11'9"8 16'1"8 20'8"12 23'6" 26'0"4 29'3"8 I7"4 4'4"4 I 4'4"4 I 2,5"12 I 4'4" 4'7"4 I 2'9"4 I 2'6"4 I 3'3"4 '{ 5X12[18] 0 0.25 T2 I113X6" 55X7[3] B 1112X4 .4111] =5X5(") F -3GH•) =4X4 & W1 W7 W16 m Lo 1 0 S R M L =6X12(") Q B2 1112X4 =6X12(") 1114XX4P IIN .4X12[221 =4X4 1112 1 20'8"12 1 8'612 1 4'8" 4'6" 2'5"4 4'612 4'612 I 2'5" 1 3'2" I 21112 I I " I " " H 4'8" 921174 16220812 23112263" 2 2938 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.189 C 999 480 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.303 C 821 360 S 933 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.037 A - - N 3402 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.060 A - - K 475 /- /- /- /- /- Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 S Brg Width=5.0 Min Req= 1.5 NCBCLL:10.00 TCDL:NA psf N BrgWidth=5.5 Min Req3.6 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.987 = K Brg Width=3.0 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.981 Bearings S,N,&K are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.937 Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver.17.02.025.1213.21 A-B 0-1970 E-F 0 -572 Lumber B-C 0-2243 F-H 312 -388 Top chord 2x4 SP#2:T2 2x4 SP SS Dense: C-D 0-2259 G-I 377 -599 Bot chord 2x4 SP#2:B2 2x4 SP SS Dense: D-E 0 -572 I-J 8 -735 Webs 2x4 SP#3:W1,W 12,W16 2x6 SP#2: :W7,W9,W11 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) R-0 2074 0 0-N 0 -2123 TC:From 100 plf at 0.13 to 100 plf at 29.29 Q-P 2259 0 N-M 0 -2123 BC:From 10 plf at 0.00 to 10 plf at 29.29 p-O 2243 0 M-L 785 -31 TC:1601 lb Conc.Load at 23.27 Plating Notes Maximum Web Forces Per Ply(lbs) All plates are 3X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. (")5 plate(s)require special positioning.Refer to S-A 0 -915 F-M 3026 0 scaled plate plot details for special positioning �� rr A-R 1967 0 G-M 0 -1670 requirements. / R-B 0 -620 G-H 0 -1544 Plate Shift Table •:;:rO •••••• S$.144,47 ••+ D-O 0-1791 M-I 0 -384 JT Plate Chord JT Plate Chord ? ••� •••` E-O 0 -393 L-J 757 -18 No Size Shift Bite No Size Shift Bite f O-F 2878 0 J-K 0 458 [3] W5X7 5.25 R 1.50 [11] W4X4 2.50 R 1.50 i .r : F-N 0-3257 [18] W5X12 S 1.50 [22] W4X12 1.75 R 1.50 a p ' � • a • Purlins * ! * In lieu of structural panels or rigid ceiling use purlins t ATE + +ct to laterally brace chords as follows: =j�. ; •• Chord Spacing(in oc) Start(ft) End(ft) ' �' •••••F OQ„•••• ,(4 TC 30 0.13 23.35 Li�j(�P L ORS • �� TC 71 23.35 29.29 S •••..••t.••••••�� BC 41 0.00 29.29 '+ 0.0 G Apply purlins to any chords above or below fillers #0 2781 ONAL at 24"OC unless shown otherwise above. typ�µgtN- 10/09/2018 "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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ripgid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCI sections 83,B7 or 810, as applicable. Appplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AH,ny COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oprooessiona. engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibilitf of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 613318A ' Ply: 3 SEAN:736438 /T22 MONO Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.28103 Truss Label: FT10 3-PLY Page 1 of 2 JB / DF 10/09/2018 I ` s 5 3 Complete Trusses Required 29:13"8 9" 2 5' 9'3"12 11'9" 16'2" 20'8"8 23'6" 25'11"12 28'6"8 I '"1 19"'2 4'2"4 4 '3"12 I 2'5"4 I 4'5" I 4'6"8 I 2'9"8 2,512 1 2'6121 12 0.25 1112X4 ABXB[3] C 1113XX6 =6X8(") 1113X6 =5X14120] -8X11 T2 - _- J T3 KL - iW i s W1 CW7 - as • 17 °'cc, go 1 eIV U T B2 S R B3 Q W73 P 0 N4NI 1113X6 =H1315(") 1113X6 =X1324(") 1116X8(") 1113X ii A 20'8"12 1 8'6"12 A I6"4 41„12 I 4,5"8 I 2,5"12 I 4'6"12 I 49" I 27"" I 210"4 I 25 I 6 4 4'8" 9'1"8 11'7 4 16'2" 2011" 23'6 26'4 4 28'9"41_4 6 '29'3"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.217 D 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.471 D 524 360 W 5736 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.042 A - - Q 10828/- /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.090 A M 501 /- /- /- /- /- Des Ld: 55.00 Mean Height:NA ft � ) NCBCLL:10.00 TCDL:NApsf Code/Misc Criteria Creep Factor:2.0 W Brg Width=5.0 Min Req=2.3 Soffit: 2.00 BCDL: Bldg Code: FBC 2017 RES Max TC CSI: 0.999 Brg Q Brg Width=5.5 Min Req=3.9 NA psfM Width=3.0 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.991 Bearings W,Q,&N are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.728 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 Lumber Plate Shift Table B-C 0-3819 F-G 0 -2363 C-D 0 -4748 G-I 392 0 Top chord 2x4 SP SS Dense:T3 2x4 SP#2: JT Plate Chord JT Plate Chord D-E 0 -4786 H-J 1786 0 Bot chord 2x6 SP#2:B2 2x4 SP SS Dense: No Size Shift Bite No Size Shift Bite E-F 0 -2363 J-K 574 0 :B3 2x4 SP#2: [3] W6X8 3.25 L 1.50 [20] W5X14 5.00 R 1.50 Webs 2x4 SP#3:W1,W13,W17 2x6 SP#2: :W2,W9 2x4 SP SS Dense: Purlins Maximum Bot Chord Forces Per Ply(lbs) :W7,W11 2x4 SP#2: In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Nailnote to laterally brace chords as follows: U-T 4048 0 R-Q 0 -2283 Chord Spacing(in oc) Start(ft) End(ft) T-S 4786 0 0-P 0 -1598 Nail Schedule:0.131"x3",min.nails TC 41 0.00 23.37 S-R 4774 0 P-O 0 -646 Top Chord:1 Row @ 2.75"o.c. TC 71 23.42 29.29 Bot Chord:1 Row @12.00"o.c. BC 96 0.00 29.29 Webs :1 Row @ 4"o.c. Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) Repeat nailing as each layer is applied.Use equal at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row to avoid splitting. 11Mi •1414 B-V 0-1875 R-G 4961 0 3"o.c.spacing of nails perpendicular and parallel to ���@ ct _ B-U 3983 0 G-Q 0 -3118 grain required in area over bearings greater than 3" �7 FLE',�/'r'di U-C 0 -1327 G-H 2213 0 ••••• . ••...•4 C-T 755 0 Q-H 0 -1032 Special Loads Q�•J�� '&,,,....�l�• T-D 0 -456 H-P 529 0 (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) ar • E-R 0 -2584 P-J 0 -1264 TC:From 584 pit at 0.00 to 584 plf at 23.50 •• 7 F-R 0 -857 O-K 0 -600 TC:From 100 plf at 23.50 to 100 plf at 29.29 ' i • Q ;i.6'8 s BC:From 10 plf at 0.00 to 10 plf at 29.29 a ; • II TC:1080 lb Conc.Load at 23.50,29.29 * * : * c BC: 154 lb Conc.Load at 3.27,26.02 $ • • • VAT attPlating Notes yf .tis".� i� All plates are 6X8 except as noted. g .. Ft 1+•.• �� ("")4 plate(s)require special positioning.Refer to .,�� -''•,tL d R.10+'��art-� scaled plate plot details for special positioning ��9 ''•A•'_"'"+ requirements. #0 278 r�4i,F,fa/Ol NAL • � AutieuttilWttW 10/09/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 4 attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracln ins ailed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face otruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawings any failure to build the PN Iiw;AMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suit-ability Suite 305 and use of this drawing for any structure is the responsibiliW of the Building Designer per ANSI/7P!1 Stc.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 3 SEQN:736438 /T22 MONO Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.28103 Truss Label: FT10 3-PLY Page 2 of 2 JB / DF 10/09/2018 Provide for adequate roof drainage. If parapet walls or conditions exist that restrict free runoff of water,drains and scuppers must be provided that wilol allow complete drainage and prevennt ponding at all times. nt1u{y xsk FIZZP494 ( (' f048 • • ° ATE • #0 278 '�`44440, tw 000 NftM.1 W 10/09/2018 ""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 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7 or B10' as applicable. Applates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinQComponents Group Inc.shall not be responsible for any deviation from this drawing,anv failure to build the /:ITV+COM^!NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for ny structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318A Ply: 2 SEAN:736415 /T12 FLAT Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.33233 Truss Label: FT11 2-PLY JB / DF 10/09/2018 I —5 $ 2 Complete Trusses Required 4'0"6 7'6"12 11'1"2 14'9" H 4'0"6 I 3.6"6 I- 3'6,•6 I' 3'7"14 III 3X8 A B C D E T i____ ._._ _____ _ N W1 _ � \ ---... � --------- W9 1 — J /// G - F 1113X8 I H —=3X4 A14'9" A 3714 3'6"6 3'614 311"14 H 3'7"14 { 7'2"4 I 10'9"2 I 14'9" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.007 D 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.016 D 999 360 r 875 /- /0 /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 F - - F 698 /- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.003 F - - J Brg Width=124 Min Req=- Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 F Brg Width=3.5 Min Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Bearings J&F are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.786 9 g Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.490 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.330 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. I:NA GCpi:NA Plate Type(s): C-D 0 -476 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 SP#2 In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Bot chord 2x6 SP#2 to laterally brace chords as follows: G-F 550 0 Webs 2x4 SP#3:W1,W9 2x6 SP#2: Chord Spacing(in oc) Start(ft) End(ft) TC 120 0.00 14.75 Nailnote BC 120 0.00 14.75 Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 3.75"o.c. at 24"OC unless shown otherwise above. A-J 0 -494 C-G 490 0 Bot Chord:1 Row @ 8.75"o.c. The TC of this truss shall be braced with attached I-B 0 -1223 G-D 0 -397 Webs :1 Row @ 4"o.c. spans at 24"oc in lieu of structural sheathing. B-H 0 -387 D-F 0 -578 Use equal spacing between rows and stagger nails H-C 0-1440 in each row to avoid splitting. (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON EITHER THE TOP OR BOTTOM CHORDS. Special Loads /�f -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) F'�C �, TC:From 660 plf at 0.00 to 660 plf at 10.92 03.0.•••i •„,•••7• TC:From 100 plf at 10.92 to 100 plf at 14.75 h •• • BC:From 10 plf at 0.00 to 10 plf at 14.75 ,Z V • BC:2041 lb Conc.Load at 10.79 # : Plating Notes g O. %(•648 • T • �s All plates are 6X8 except as noted. * ; • :a a # a • a Additional Notes = » ATE ! Truss must be installed as shown with top chord up. •p : ''s,P��,s 4 OR\ ., .. CONAL ti a+`� #0 278 �� ti 1/04a Wwit04% 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f5'rsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed p r BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the AN(TW COMCANv truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing indicates acceptance of orofessronar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibiliW of the Building Designer per ANSIITPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 2 SEQN:736402 /T24 FLAT Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.35533 Truss Label: FT12 2-PLY JB / OF 10/09/2018 I 5 5 2 Complete Trusses Required - —— — 4'3"8I 8'1" I 11'8"4 12 I ' "8 4'3"8 3'9"8 37"4 5 6X8 ----6X8 =6X8 III 3X8 A B C DE T .... ,..._ .,.._ _ I- - W1 J I H 1113X8 =6X8 6X8= =6X8 r 12'1"8 j 3'11" 3'9"8 3'9"8 311"F I 7'8"8 I { 11'6" L7"8 12'1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.049 H 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.067 H 999 360 j 967 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 A - - F 2041 /- /- /- /- /- EXP:NAKzt:NA HORZ(TL): 0.011 A - - J Br Width=5.5 Min Req1.5 Des Ld: 55.00 Mean Height:NA ft � ) g g Code/Misc Criteria CreepFactor:2.0 F Brg Width=- Min Req=- NCBCLL: 10.00 TCDL:NA psf Bearing J is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.985 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.768 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.546 Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): _ - A-B 0 -928 B-C 0 -1418 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Purlins Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x6 SP#2 In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 SP#2 to laterally brace chords as follows: I-H 995 0 H-G 1423 0 Webs 2x4 SP#3:W1 2x6 SP#2: Chord Spacing(in oc) Start(ft) End(ft) TC 106 0.00 12.12 Nailnote BC 120 0.00 12.12 Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Apply purlins to any chords above or below fillers Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 5.25"o.c. at 24"OC unless shown otherwise above. A-J 0 -460 C-G 0 -1515 Bot Chord:1 Row @12.00"o.c. The TC of this truss shall be braced with attached A-I 972 0 D-G 0 -501 Webs :1 Row @ 4"o.c. spans at 24"oc in lieu of structural sheathing. B-H 463 0 Use equal spacing between rows and stagger nails in each row to avoid splitting. (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON EITHER THE TOP OR BOTTOM CHORDS. Special Loads , (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) l pS F E4_ TC:From 100 plf at 0.00 to 100 plf at 8.08 11,,N•••V` "ilj� TC:From 403 plf at 8.08 to 403 plf at 8.27 .' "e1~`•�e f/1//' TC:From 353 plf at 8.27 to 353 plf at 12.13 Q ••e*°\\ S�** • BC:From 10 plf at 0.00 to 10 plf at 8.27 .3 r • BC:From 5 plf at 8.27 to 5 plf at 12.13 It re TC: 250 lb Conc.Load at 9.23,11.23 $ ; 0* -i• - -8 •s BC: 162 lb Conc.Load at 8.27 g# S r * • Hangers/Ties * • ,o r ATE .i (J)Hanger Support Required,by others w• I • �t rr�� Additional Notes �Ly�J3.%,64's, •• �(• VS. �• Truss must be installed as shown with top chord up. 1C��•,��R,�,•'�&`�.` f rrsr rrrr•G #0 278N —watisissuusits"-- 10/09/2018 ""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,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildlina Components Group Inc.shall not be responsible for any deviation from this drawinanfailure to build the AN ffw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oro-fessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com:TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 2 SEQN:736331 /T23 MONO Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.38147 Truss Label: FT13 2-PLY Page 1 of 2 JB / DF 10/09/2018 I 5 $ 2 Complete Trusses Required 7"8 3'10"8 6'4"8 8'10"811'11"4 12'1"8 1 f 7"81 3,3., I 2,6„ I 2,6„ 3,0„12 15„ 6X8 =6X8 =6X8 =6X8 1113X8 ABCDEFG i.,T -;----------------------------„------------=- '''''''-'2------------,,, - '... ---''''''--------,,,i---• --------------------__ -I 1 kx,\— ^113X8 -6X'8' =6X8 =6X8 =6X8 H r 3,8"4 A 8'8"4 i 5" 3'0"12 2'6" 2'6” 3'3" 7"8 F5„4 3,6 " I 6' 8'6" 'I 11,9" 112,4,8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.013 J 999 480 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.026 J 999 360 N 162 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 I - - L 3236 I- /- /- /- /- Des Ld: 55.00 EXP:NAKzt:NA HORZ(TL): 0.005 I - - H 1485 /- /- /- /- /- Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 N Brg Width=- Min Req=- NCBCLL:10.00 TCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.725 L Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:NA psf H Brg Width=4.5 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist NA TPI Std: 2014 Max BC CSI: 0.530 Bearings L&I are a rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.481 Members not listed have forces less than 375# Loc-from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Lumber Additional Notes B-C 441 0 D-E 0 -994 C-D 0 -566 Top chord 2x6 SP#2 Truss must be installed as shown with top chord up. Bot chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote K-J 641 0 J-I 957 0 Nail Schedule:0.131"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 5.75"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails B-L 0 -491 K-D 0 -406 in each row to avoid splitting. L-C 0 -957 D-J 430 0 (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON C-K 1011 0 E-I 0 -1050 EITHER THE TOP OR BOTTOM CHORDS. Special Loads Wttftgt (Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) „OS Ft -"6ip, TC:From 174 plf at 0.00 to 174 plf at 12.38 BC:From 5 plf at 0.00 to 5 plf at 12.38 �V •+•"• ••••t•l,�Ji BC: 445 lb Conc.Load at 1.00,3.00,5.00,7.00 Q +••• \ S�•i + V • 9.00,10.31 �? • i • Purlins ' O. ;i• In lieu of structural panels or rigid ceiling use purlins 648 1 • • • to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) i • a TC 120 0.00 12.38 ? w% ATEI • BC 120 0.00 12.38 s, % (Q I Apply purlins to any chords above or below fillers .4 • * P .... V at 24' OC unless shown otherwise above. ' �� •+.• 0R`OL • • t• • `�1 The TC of this truss shall be braced with attached 'A ••''•'••''• �' spans at 24"oc in lieu of structural sheathing. #0 278 i i, DNA -8114tftsautt110"149' 10/09/2018 "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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall hav bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of orooessionar engineenn responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: 2 SEON:736331 /T23 MONO Gust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.38147 Truss Label: FT13 2-PLY Page 2 of 2 JB / DF 10/09/2018 Hangers/Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie.Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=0' ,y=11'1"2 uses the following support conditions:0' Bearing N (0',11'1"2)HGUS26-2 Supporting Member:(2)2x6 SP#2 (20)0.148"x3.25"nails into supporting member, (6)0.148"x3.25"nails into supported member. 6 `SPriela �� •�OE1s�•,47/ ' 4i � o. 648 • * • ". • 4 y1"ATE O� /< / a 4,, /QNAt „""uuwenanuM"' 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracing insTalled per BCSI sections B3,B7 or B10, as applica00le. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of prolessionaf engineering responsibilitysolely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 613318A Ply: 1 SEON:736315 /T2 FLAT Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Oty: 7 FROM:RCT DrwNo: 282.18.0806.39960 Truss Label: FT14 JB / DF 10/09/2018 5„ 21"5 51"3 7'6" 81" I-5„ 271 I 2'4"13 I 2'4"13 I 7" 1112X4 --4X4 w4X4 =4X4 A B C D E F L KG 4X4 =4X4 =4X4 II12X4 A 8,1" A 2'4"13 2'4"13 2'3"1 7„ 2'11"13 I 5'4"11 7'7"12 �I 5„ 17" , Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:N' PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.031 D 999 480 LOC R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(CL): 0.042 D 999 360 L 445 /- /- /- /- /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.005 H - - G 445 /- /- /- /- /- EXP:NAKzt:NA HORZ(TL): .007 H - - L Br Width=- Min Req Des Ld: 55.00 Mean Height:NA ft � ) G Brg Width NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 g =- Min Req=- Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.861 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.491 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.391 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) C-D 0 -814 D-E 0 -774 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 Maximum Bot Chord Forces Per Ply(lbs) Lumber Additional Notes Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#2 Truss must be installed as shown with top chord up. K-J 789 0 J-I 845 0 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins K-C 0 -840 E-H 0 -479 to laterally brace chords as follows: I-E 822 0 Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.08 BC 97 0.00 8.08 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie.Please refer to the most recent Simpson s�S F)C -"Wiy, Strong-Tie catalog for additional information. '~t �I Recommended hanger connections are based on hQ�•••�•� S�'•�f'Y manufacturer tested capacities and calculations. v • * • Conditions may exist that require different 1 • connections than indicated.Refer to manufacturer �twe publication for additional information. Q. •V•FG1 • 1 • Bearing at location x=0' uses the following a * ; support conditions:0' i* : : I Bearing L (0',11'1"2)HTU26 i • • m Supporting Member:(2)2x6 SP#2 „Q .. ATE E •(t�s (20)0.148"x3.25"nails into supporting y . • member, i..1,4%,4„,.•. +•.�/�`� `OP'•• ti ��` (11)0.148"x1.5"nails into supported syf 1C<41/4.0„.,,, �•*••�R••.•' ``r� member. ff� Ss �1� (J)Hanger Support Required,by others #0 278 ffiyf /ONAk- \' ' �hrtmafuut�M� 10/09/2018 "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 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)ff'safetly practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Applplates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN w COMPANY truss in conformance with ANSI/IPI 1,or or handling,shipping,installation and bracing of trussesA seal on this drawing n ing or cover page 6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suitability and use of this &awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's neral notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or SBCA:www.sbcindust com;ICC: www.iccsafe.or Orlando FL,32821 1 9e P 9 P tP 9. ry 9 • Job Number: 613318A Ply: 1 SEON:892968 /T58 COMN Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DiwNo: 282.18.0806.41410 Truss Label: A17 JB / DF 10/09/2018 7" 5'4"8 I 11'3"12 I 17'3" 22'0"8 12217"8 7 4'9"8 5'11"4 5'11"4 4'9"8 7" ,#'4X4(") 12 D 3 A 3X4 ,_3)(4 3X4 C E a' =3X4 ~ =3X4 in AS FC, srT 1 Rk 0 • i lg■ 01 NM L K1112X4[5] =4X4 .6X6(") -14X4 1112X4[18] r 17'412 1 5'2"12 1 5"4 4'7"12 I 6'2"12 I 6'2"12 I 4'7"12 J 5"4 514 5'1" 11'3"12 176"8 22'2"4 '22!7"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N• PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.058 C 999 180 N 654 /- /- /331 /170 /25 BCDL: 10.00 Risk Category:l[ Snow Duration:NA HORZ(LL): 0.003 K - - J 1178 /- /- /621 /302 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.007 K - - H 67 /-80 /- /8 /22 /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.977 N Brg Width=- Min Req=- Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.192 J Brg Width=5.5 Min Req= 1.5 H Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.339 Bearing J is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber • B-C 308 -920 D-E 244 611 Top chord 2x4 SP#2 C-D 248 -613 Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. (")2 plate(s)require special positioning.Refer to L-K 875 -274 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord B-M 259 -652 K-E 821 -238 No Size Shift Bite No Size Shift Bite B-L 889 -268 E-J 370 -948 [5) W2X4 S 2.50 [18] W2X4 S 2.50 Purlins 111111ftttp In lieu of structural panels or rigid ceiling use purlins S RE.��f4'�io�� to laterally brace chords as follows: �� .(:�� 'r Chord Spacing(in oc) Start(ft) End(ft) .4.,\39 ',S S�. /j TC 70 0.00 11.31 •• TC 75 11.31 22.63 3 74. • BC 75 0.00 22.63 Apply purlins to any chords above or below fillers ; at 24"OC unless shown otherwise above. g d ` Hangers/Ties a 7� : /* (J)Hanger Support Required,by others +SATE l•Ct 7 • Wind .• , •• S9 :• (cr�`r Wind loads based on MWFRS with additional C&C �'� 'oC '�••. Q R\� <` �'y Awa, member design. y **•......**. ,p? #0 278 1/#44 �A� � IP 10/09/2018 "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,handling9 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)ter safely practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd mid ceiling Locations shown for permanent lateral restraint of webs shall havebraacingq insalled per BCI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN frw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of oproTessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.cor ;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:892975 /T61 COMN Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.42937 Truss Label: A18 JB / DF 10/09/2018 3'4"136'5"5 11'9" 17'8"4 2378 28'11"3 32'1" 35'4"8 l''' 3'4"13 1 3'0"8 1 5 '3"11 1 5' 11"4 5'11"4 1 53"11 1 3'1"13 1 3,3"8 '{ 5X5 E 12 3 ii 4X4 =4X4 D F -.:.------5X (**) : : e5X5("") ;4XB[3) G =3H4 I4 3X4(A1) [29P O N M L K ii'.'J3X4(A1)= III2X4 =4X4[4] =7X6(") =3X10 =7X6(") =4X4[23) Ill I--3' A 2074 1 874 A 3'--I 3'2"12 2'11"4 5'3"8 6'2"12 6'2"12 5'3"8 3'0"4 3'1"12 1 3'2"12 1 6'2" 1 11'5"8 1 17'8"4 23'11" 1 29'2"8 I 32'2"121 35'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.046 N 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.093 N 999 180 p 1181 /- /- /- /280 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 C - - L 1548 /- /- /- /368 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.018 C - - J 591 /- /- /- /121 /- Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf P Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 L Brg Width=5.5 Min Req= 1.8 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.360 J Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.54 ft Rep Factors Used:Yes Max Web CSI: 0.686 Bearings P,L,&J are a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind B-C 296 -1467 E-F 180 -664 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. C-D 349 -1402 F-G 668 -156 Bot chord 2x6 SP#2 Left and right cantilevers are exposed to wind D-F 179 -665 H-I 392 -108 Webs 2x4 SP#3 Special Loads Maximum Bot Chord Forces Per Ply(lbs) (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Chords Tens.Comp. Chords Tens. Comp. TC:From 61 plf at 0.00 to 61 plf at 35.37 0-N 1434 -299 M-L 100 -499 BC:From 20 plf at 0.00 to 20 plf at 35.37 N-M 1311 -327 BC: 179 lb Conc.Load at 6.31,29.06 Plating Notes Maximum Web Forces Per Ply(lbs) (**)4 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning P-B 271 -1014 F-L 361 -1192 requirements. B-0 1485 -329 L-G 122 -728 tltltt6lttta.tlt D-M 191 -810 K-H 490 -55 Plate Shift Table (,,S r ,A, M-F 1199 -282 H-J 122 -460 JT Plate Chord JT Plate Chord `�, �,f'� f � No Size Shift Bite No Size Shift Bite V�s••""'r'`••. /�j [3] W4X4 2.25 R 1.75 [4] W4X4 S 1.50 , >�),..`•`�yt.rfse...i yy [23] W4X4 S 1.50 a �e V; ': • $ I . Purlins ;* Q.5y 64 ; In lieu of structural panels or rigid ceiling use purlins S /Y to laterally brace chords as follows: ' *• ' r* : '*F Chord Spacing(in oc) Start(ft) End(ft) Ir. * ,� I TC 52 0.00 17.69 C e TATE + TC 74 17.69 35.37 %•"p ; :+41, z BC 75 0.00 35.37 �„4.. 'v*,. �, Q 1Cr Apply purlins to any chords above or below fillers + .�,� [tj Wo-,'„, .*' • may`' at 24"OC unless shown otherwise above. �i• �4` •+,,,,,,...•- ' �ti �A h #0278 '•,4 i,,5/ONAI ,ra� " 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildling Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ; truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro-essionaengineenng responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318A Ply: 1 'SEAN:892982 /T60 COMN Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 7 FROM:RCT DrwNo: 282.18.0806.47020 Truss Label: A19 JB / DF 10/09/2018 3'4"8 1 6'5"5 1 11'9" 1 17'8"4 1 23'7"8 1 28'11"3 1 32'1" 1 35'4"8 1 3'4"8 3'0'13 5'3"11 5'11"4 5'11"4 5'3"11 3'1"13 3'3"8 =5X5 E 12 T 3V ..--_,.---4X4 " =4F4 %5X5(••) IS : ;5X5(**) `o ,4X4 C' =3X4 e B 1," H Ia•14 A h • W .�11 _ I 3X4(A1) 142'1III2X4P 4X4[4]= =5X5(**) 3X10= =5X5(*) =4X4[23] III il4J =3X4(A1) I---3' 20,9"4 1 8'7"4 1 3'-I 3'2"121 2'11"4 I 5'3"8 1 6'2"12 1 6'2"12 5'3"8 3'0"4 3'1"12 3'2"12 6'2" 11'5"8 17'8"4 23'11" 29'2"8 32'2"121 35'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.045 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed ' Lu:NA Cs:NA ' VERT(CL): 0.092 D 999 180 p 1040 /- /- /583 /232 /39 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 M - - L 1415 /- /- /726 /181 /- EXP:C Kzt:NA HORZ(TL): .022 M - - J 510 /- /- /300 /151 /- Des Ld: 40.00 Mean Height:15.00 ft � ) Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf P BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.990 = TPI Std: 2014 Max BC CSI: 0.518 L Brg Width=5.5 Min Req= 1.7 Load Duration:1.25 MWFRS Parallel Dist:h to 2hJ Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.54 ft Rep Factors Used:Yes Max Web CSI: 0.601 Bearings P,L,&J are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 415 -327 E-F 276 -658 Top chord 2x4 SP#2 B-C 353 -1158 F-G 590 -133 Bot chord 2x4 SP#2 C-D 432 -1278 H-I 416 -321 Webs 2x4 SP#3 D-E 268 -659 Plating Notes (**)4 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(lbs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp_ requirements. A-P 327 -377 M-L 183 -431 Plate Shift Table 0-N 1148 -316 J-I 324 -379 N-M 1198 -338 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] W4X4 S 1.50 [23] W4X4 S 1.50 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins gittjP P.B 395 -945 F-L 413 -1146 In lieu of structural panels or rigid ceiling use purlins �• AS REIN, B B.0 1293 -433 L-G 159 -521 to laterally brace chords as follows: `N 1,!'. , ! D-M 249 -696 K-H 391 -145 Chord Spacing(in oc) Start(ft) End(ft) t' o •**** �•♦♦♦/�/ M-F 1121 -332 H-J 228 -423 TC 59 0.00 17.69 h • TC 75 17.69 35.37 V • ♦ +♦ BC 75 0.00 35.37 * Apply purlins to any chords above or below fillers O ;(• a * at 24"OC unless shown otherwise above. •' a * M Wind * '• I Wind loads based on MWFRS with additional C&C : •» .§" ATE • : / member design. I�.r�'s • Left and right cantilevers are exposed to wind - '.* !` i,'••♦ .�` #0 278 N•:41-51/0 NAS V400, 10/09/2018 "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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections 03,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildiing Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN ITw COMPANY truss in conformance with AN/I/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suitability Suite F and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEAN:892988 /T44 SPEC' Cust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 3 FROM:RCT DrwNo: 282.18.0806.48303 Truss Label: A20 JB / DF 10/09/2018 34"8 6'5"5 11'9" 17'8"4 23'7"8 2811" 32'4"8 3'4"8 I 3'0"13 I 5'3"11 5'11"4 I 5'11"4 5'3"8 I 3'5"8 1114X E(") T 3 4X4 =4X4 D F . . 3X4 5X�(");73 . = G =484 A =3X3 A '.. 11 '�,t 11714 a++ =3X4(A1) 1112X40 =4X4[4] =5X5(**) =3X10 =5X5(*) =4X4[21] 1112X4 1 I-3' 1 20'9"4 1 87"4 3'7122'11"4 5'3"8 6'712 6'712 578 3'2" 3,2"12 I 6'2" I 11'5"8 I 17'8"4 23'11" I 29,2"8 I 32,4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed ' Lu:NA Cs:NA VERT(CL): 0.092 D 999 180 0 1040 /- /- /583 /242 /51 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 L - - K 1464 /- /- /752 /218 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.022 L - - I 209 /-11 /- /80 /33 /- NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf 0 BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983q= TPI Std: 2014 Max BC CSI: 0.517 K Brg Width=5.5 Min Req= 1.7 Load Duration:1.25 MWFRS Parallel Dist:h to 2h I Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.24 ft Rep Factors Used:Yes Max Web CSI: 0.602 Bearings 0,K,&I are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - - Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 415 -328 D-E 250 -658 Topchord2x4SP#2 B-C 342 -1154 E-F 258 -656 Bot chord 2x4 SP#2 C-D 413 -1272 F-G 607 -164 Webs 2x4 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (**)4 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning A-0 327 -377 M-L 1192 -347 requirements. N-M 1144 -332 L-K 184 -447 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [4] W4X4 S 1.50 [21] W4X4 S 1.50 O-B 388 -945 L-F 1132 -346 Purlins MIMlitt B-N 1293 -428 F-K 418 -1149 t D-L 246 -697 K-G 255 -627 In lieu of structural panels or rigid ceiling use purlins � s F �q�h to laterally brace chords as follows: 'YJ f Chord Spacing(in oc) Start(ft) End(ft) •.••' r ''S,+rr+ /L TC 59 0.00 17.69 h A ` TC 75 17.69 32.37 a �l •~ + BC 75 0.00 32.37 �# • Apply purlins to any chords above or below fillers "(//O :(� 8 at 24' OC unless shown otherwise above. • LI Wind >it * ' • /{ • g Wind loads based on MWFRS with additional C&C I * ATE • • member design. 3. ; Left cantilever is exposed to wind , X` 4/� 0 R V(-V #0 278 +WrMtyp initi vv- 10/09/2018 **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,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc..shall not be responsible for any deviation from this drawino any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page6750 Forum Drive listing this drawing indicates acceptance of prooesslonar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.coin;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number: 613318A Ply: 1 SEAN:892992 /T40 SPEC Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.49550 Truss Label: A21 JB / DF 10/09/2018 3'4"86'5"5 11'9" 178"4 23'7"8 28'11" 32'4"8 3,4"8 I 3'0"13 I 5'3"11 I 5'11"4 I 5'11"4 I 5'3"8 3'5"8 1114X E(") T 3 12✓ 3X4 =3X4 D F '=3X4 5.---5X5(**) G v ,=:---4X6w �4XH B iT 414 314 A I I - - d_"I '1 3X4(A1) MO N M L K P Is21 B3 J r*I 1112X4 1114X6[4][4] --5X5(") =3X8 m5X5(") 114X6[22][22] 1112X4[25) I-3' 1 23'4"4 1 6'0"4 A 37122'11"4 5'3"8 6'2"12 6292 5'3"8 3'2" 3'2"12 I 6'2" I 11'5"8 I 17'8"4 23'11" I 29'2"8 I 32'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.110 L 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.225 L 999 180 0 1343 /- /- /721 /284 /51 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 I - - P 521 /- 1- /277 /70 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.062 I - - I 754 /- /- /380 /132 /- Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf 0 Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983 P Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.748 5 Spacing:24.0" C&C Dist a:3.24 ft Rep Factors Used:Yes Max Web CSI: 0.695 I Brg Width= I a Min Req= 1.5 0/5 2/4 0 Bearings 0,P,& are a rigid surface. FT/RT/PT:20 Loc.from endwall:not in 9.00 ft ( ) ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 408 -325 E-F 606 -1704 Top chord 2x4 SP#2 B-C 538 -1762 F-G 581 -1737 Bot chord 2x4 SP#2:B3 2x4 SP SS Dense: C-D 712 -2194 G-H 416 -1206 Webs 2x4 SP#3 D-E 597 -1704 Plating Notes (")4 plate(s)require special positioning.Refer to Maximum Bot Chord Forces Per Ply(lbs) scaled plate plot details for special positioning Chords Tens.Comp. Chords Tens. Comp. requirements. N-M 1759 -530 L-K 1678 -505 Plate Shift Table M-L 2095 -639 K-J 2472 -835 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [4] W4X6 S 1.50 [221 W4X6 S 1.50 Webs Tens.Comp. Webs Tens. Comp. [25) W2X4 S 2.75 O-B 483 -1245 E-L 468 -82 Pk/pfla B-N 1825 -597 K-G 580 -113 Inl lieu of structural panels or rigid ceiling use purlins crnrn •••••:,74/44\ r r ♦ N-C 222 -480 G-J 226 543 to laterally brace chords as follows: S.6.740.••r l C-M 423 -179 J-H 1156 -381 Chord Spacing(in oc) Start(ft) End(ft) C. �� D-L 196 -541 H-I 248 -641 TC 44 0.00 17.69 J TC 49 17.69 32.37 1 i • BC 75 0.00 32.37 o, 648 ; Apply purlins to any chords above or below fillers f • at 24"OC unless shown otherwise above. i * * // . * il • �l�/ISy • i. Wind w ; • Wind loads based on MWFRS with additional C&C 's 'v ,�T� :+{ member design. ds ••4,r-/ `�T•r•• .` Left cantilever is exposed to wind %y,f��A.>. *. ,r 0.••••"...4A1 os ' r`' ''`` �ONAl. C. o #0 278 Nlitton tititil* 10/09/2018 "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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by-TPI anC SBCA)for safety pactices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawinany failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing indicates acceptance of oro-tessronar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this jobs general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEAN:893009 /T26 HIPS Cust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.51123 Truss Label: A22 JB / DF 10/09/2018 3'4"8 i 9'1"13 I 16'4" I 19'0"B I 26'2"7 32 324"8 3'4"8 5'9"5 7'2"3 2'8"8 7'1"15 5'9"9 '418 1II5X5( ) -5X D E T 3 12 A 5X5(") ;4X4f20] Nr F 'v ;4X6 - ~ =3X4 st B G H A T 1 1414 3B i• i_ " 3X4(A1) 1112X40 -'6X6(") =3X8 =5X5(") --5X5(K) 1112X4[26] I--3' j 23'4"4 j 3'2"125'7"12 7'7"4 2'6"12 7'5"8 5'7"1212 3'2"12 I 8'10"8 16'5"12 I 19'0"81 26'6" I 32112 4"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.070 C 999 240 Loc R+ /R- /Rh- /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.142 C 999 180 O 1164 /- /- /647 /258 /49 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 L - - K 1434 /- /- /737 /239 /- EXP:C Kzt:NA HORZ(TL): 0.026 L - - I 123 /-88 /- /23 /14 /- Des Ld: 40.00 Mean Height:15.00 ft � ) Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 sf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.995 0 Brg Width=5.5 Min Req= 1.5 BCDL:3.0 psf K Brg Width=5.5 Min Req= 1.7 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.638 Spacing:24.0" C&C Dist a:3.24 ft Rep Factors Used:Yes Max Web CSI: 0.664 I Brg Width=5.5 Min Req. 1.5 Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Bearings not0,K,i t J are havea rigidrssless than listed forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 580-1772 E-F 403 -1065 Top chord 2x4 SP#2 C-D 474-1253 F-G 468 -139 Bot chord 2x4 SP#2 D-E 492-1161 Webs 2x4 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (**)5 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning N-M 1695 -544 M-L 976 -280 requirements. Plate Shift Table Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite O-B 455-1049 L-F 1317 -404 [20] W4X4 S 1.75 [26] W2X4 S 2.25 B-N 1742 -625 F-K 493 -1223 PurlinsRtllpNt#114 C-M 193 -559 K-G 179 -433 In lieu of structural panels or rigid ceiling use purlins S ;�'r, 4�gf to laterally brace chords as follows: �, • �•• �I Chord Spacing(in oc) Start(ft) End(ft) /111.1tlialk. •.••• s•+••'YTC 47 0.00 16.33 • )/ • • TC 33 16.33 19.04 4 TC 54 19.04 32.37 1 i BC 75 0.00 32.37 1 : O. i •648 • s Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. • Wind ; • Wind loads based on MWFRS with additional C&C �•• F ATE + •{i:t member design. y . •• a VC) t •• Left cantilever is exposed to wind r�40 1�°enS•� R�:: iqt- a`'T **14 /ONAk-�.. #0 2�8 `''�'•*mettn.eut10* 10/09/2018 **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 shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)fm'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appllplates to each face.oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawinanfailure to build the AN m4 COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:893006 /T35 HIPS Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C8C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.52320 Truss Label: A23 JB / DF 10/09/2018 3'4139'2" 14'4" 2178 26'2"7 32' 4"8 3'4"13 I 5'9"3 I 5'2" 6'8"8 I 5'1"15 5'9"9 4'8 5X5(") =5X8 12 D E 3 p moino - ;3X4 =4X4f18] C FF a b --,..,-4X4131 =3X4 iB G H A1014 =3X4(A1) K M IJ 1112X40 =6X6(") =3X8 =5X6(**) =33XX4 1112X4[22] I-3' * 23'4"4 1 674 1 32"125712 5'7"4 6'612 55"8 5712 F'12 3'2"12 I 8'10"8 I 14'5"12 I 21'0"8 26'6" 32'112 '4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.067 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.135 D 999 180 0 1155 /- /- /646 /280 /45 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.012 L - - K 1483 /- 1- /761 /390 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.025 L - - I 103 /-127 /- /18 /27 /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.991 0 Brg Width=5.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.583 K Brg Width=5.5 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to hI Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.24 ft Rep Factors Used:Yes Max Web CSI: 0.618 Bearings 0,K,&J are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 582 -1694 E-F 350 -878 Top chord 2x4 SP#2 C-D 545 -1417 F-G 623 -194 Bot chord 2x4 SP#2 D-E 553 -1338 Webs 2x4 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (")3 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning N-M 1616 -542 L-K 159 -433 requirements. M-L 814 -241 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [3] W4X4 2.25 R 1.75 [18] W4X4 S 1.75 0-B 461 -1031 L-F 1365 -438 [22] W2X4 S 2.50 tsRtttpCCtt//t�r�Jo B-N 277 M-E 1600 -224 K-G 239 -601 PIn lieu of structural panels or rigid ceiling use purlinsns fill.k �!'"•• f���,fi�.lr, E-L 215 -443 to laterally brace chords as follows: jst"L+`.�J/ ''4Chord Spacing(in oc) Start(ft) End(ft) TC 50 0.00 21.04 , TC 66 21.04 32.37 1 a�q • BC 75 0.00 32.37 a G7•t4 • • Apply purlins to any chords above or below fillers g at 24"OC unless shown otherwise above. - '74 • / I Wind a ,0"s $1'ATE :Q: Wind loads based on MWFRS with additional C&C �.f •�C/ . member design. '.®/C'L ��1)'-••• 4, Left cantilever is exposed to wind '1,. A'`� ..•QR,.... N .41. #0 278 % wuntriettitt11000.. 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10, as applicable. Applplates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„1w;a,PAN., truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of pro-fesstonar engineering responsibility solely for the deskin shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEAN:893013 /T48 HIPM Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.54110 Truss Label: A24 JB / DF 10/09/2018 3'4"9 8' 12'4" 19'5" 26'2" 32'4"8 3I .4„9 4,7„7 -I 4,4„ I 7,1" I 6,9„ I 6'2"8 I 12 =5X8 =511 =4X4(18] 1113XG 3 L..-- D E F 3X4 ee w T C v 4XB[3] _v r7 3'_14 S - 111111 1 3X4(A1) 1112X4 =4X4[4] =5X5("") =7X8(") =3X4 1112X6 I-3' 1 23'4"4 1 6'0"4 1 37124'5"12 47"8 7'1" Ti" 5'10"8 I 3,2„12 I 7,8„8 I 12,4„ 19,5„ I 26 6" I 32'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria I ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.071 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.143 K 999 180 M 1109 /- /- /627 /266 /118 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 J - - I 1715 /- /- /872 /461 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.027 J - - H 10 /-306 /- /57 /101 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.983 M Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf I Brg Width=5.5 Min Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.654 Spacing:24.0" C&C Dist a:3.24 ft Rep Factors Used:Yes Max Web CSI: 0.698 H Brg Width=5.5 Min Req. 1.5 P 9 Bearings M,I,&H are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 377 -321 D-E 374 -991 Top chord 2x4 SP#2 Negative reaction(s)of-306#MAX.from a non-wind B-C 485 -1492 E-F 374 -991 Bot chord 2x4 SP#2 load case requires uplift connection.See Maximum C-I) 495 -1447 F-G 730 -302 Webs 2x4 SP#3 Reactions. Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (.13 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning L-K 1438 -640 J-I 266 -623 requirements. K-J 1378 -593 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [3] W4X4 S 1.75 [4] W4X4 S 1.50 M-B 438 -995 E-J 236 -447 [18] W4X4 1.50 R 1.50 tttq B-L 1500 -541 F-I 507 -1177 PS u+yr f D-J 205 -427 I-G 298 -837 In lieu of structural panels or rigid ceiling use purlinsrlins '' .� * *� '�►7j rrrir J-F 1776 -631 to laterally brace chords as follows: 'Cj ,.; sF j'�/ 4. Chord Spacing(in oc) Start(ft) End(ft) �') Le C • tk TC 55 0.00 12.33 4 TC 59 12.33 32.37 J . • BC 75 0.00 32.37a o. 646 Apply purlins to any chords above or below fillers (g ; Job Number: 613318A Ply: 2 SEAN:893017 /T19 HIPM Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.58240 Truss Label: A25 2-PLY Page 1 of 2 JB / DF 10/09/2018 I -5 5 2 Complete Trusses Required 3'4"97'2"4 11' 16'2" 21'2"4 26'1"12 32'4"8 I' 3'4"9 I 3'9"11 I 3'9"12 I 5'2" I 5'0"4 I 4'11"8 I 6'2"12 H 3 12 =5XX5 =3X4 =7X6(") 1114X4[20][20] =4X4[22] 3X4 1 Ti C a I' ■ ■ ;4X44[31 - in 0 3 146 i- �� 3X4(A1) 1112X4O =4X4[4] =7X6(") =3X4 =8X10(") =4X4 1112X6[24] I-3' 1 23'4"4 1 6'0"4 A 3712 I 3'8" I 3'9"12 I 5'2" I 5'3"12 I 5'3"12 5'10"8 3'2"12 6'10"12 10'8"8 15'10"8 21'2"4 26'6" 32'4"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.072 L 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.144 L 999 180 0 1822 /- /- I- /481 /48 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.013 K - - J 3836 /- /- /- /1004 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.025 K - - P - /-436 /- /115 /- /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf 0 BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 = Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.679 J Brg Width=5.5 Min Req= 1.9 Spacing:24.0" C&C Dist a:3.24 ft Rep Factors Used:No Max Web CSI: 0.701 P Brg Width=5.5 Min Req= 1.5 g Bearings O,,J,&P are a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Purlins B-C 381 -1434 E-F 231 -852 Top chord 2x6 SP#2 Ti: 2x4 SP#2: In lieu of structural panels or rigid ceiling use purlins C-D 484 -1835 F-G 231 -852 Bot chord 2x6 SP#2 to laterally brace chords as follows: D-E 478 -1806 G-H 922 -234 Webs 2x4 SP#3 Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 11.00 Nailnote TC 95 11.00 32.37 Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails BC 120 0.00 32.37 Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @12.00"o.c. Apply purlins to any chords above or below fillers Bot Chord:1 Row @12.00"o.c. at 24"OC unless shown otherwise above. N-M 1425 -355 L-K 1787 455 Webs 1 Row @ 4"o.c. M-L 1750 -440 K-J 214 -782 Use equal spacing between rows and stagger nails Additional Notes in each row to avoid splitting. Negative reaction(s)of-436#MAX.from a non-wind Maximum Web Forces Per Ply(lbs) (1)1/2"bolts MAY BE USED FOR load case requires uplift connection.See Maximum Webs Tens.Comp. Webs Tens. Comp. (2)0.131"x3",min.nails ON Reactions. THE BOTTOM CHORD ONLY. O-B 230 -790 K-G 1841 -474 ��� 4i B-N 1346 -352 G-J 397 -1265 Plating Notes C-M 387 -96 J-H 270 -1012 (")3 plate(s)require special positioning.Refer to ! E-K 280 -1054 screqaled details for special positioning QCO •• • .10.-.74\ $ 7. r.ce•\) Plate Shift Table d ' 7.. a a JT Plate Chord JT Plate Chord ; qG No Size Shift Bite No Size Shift Bite $ : •Y [3] W4X4 S 1.75 [4] W4X4 S 1.50 - *. ; / //* // [20] W4X4 1.25 R 1.50 [22] W4X4 S 2.25 i- [24] W2X6 S 3.75 s e' ATE / cc I Wind ""., `.s IL` „s'+•44,,,/`g.`` Wind loads and reactions based on MWFRS. ':7f,AN+'®s.t 0R\VI.• ' �*' Right end vertical exposed to wind pressure. f'+,r,,,�` #""'""`� �1` 4), Deflection meets U240. #0 278 1?...,,,,, is*, � ��� OON Left cantilever is exposed to wind .ito uinott•t 10/09/2018 "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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinp inslalled per BCI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Defer to Al LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build'nag Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A,,,�,,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of orooesstonaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 ' Job Number: 613318A Ply: 2 SEQN:893017 /T19 HIPM Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.58240 Truss Label: A25 2-PLY Page 2 of 2 JB / DF 10/09/2018 Loading --- ----- - --- -- --- --- #1 hip supports 11-0-0 jacks W/2 panel TC and no end vert. Left side jacks have 11-0-0 setback with 3-0-0 cant and 0-0-0 overhang.End jacks have 11-0-0 setback with 3-0-0 cant and 0-0-0 overhang.Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. iRH1dutositdl, 7111.11 i . + a * f f ,�\ ''ATE 9 '-. 3:••+>24OR\4.** v- i 44,,'SidNA- #0 278 tosso 10/09/2018 *'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,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawinanfailure to build the AN MY COWAN, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of rofesslonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318A Ply: 1 SEAN:893071 /T17 HIP_ Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0806.55710 Truss Label: T17 JB / DF 10/09/2018 I 5'10" I 13'6"9 5'10" 7'8"10 2.12 0 -3X3(**)X4 D 4X4[3] ..0 B allilimmummumro sio■ _:ri N FE Ii T A4 3X4(A1) 'I H -�G III 2X4 III 3X6[4][4] I- 5'4"5 1 5'0"7 i 5'8"3 4'11" 27"14 II3"8 58"3 I 10'7"3 I 13'3"1 i 316"9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.161 I 422 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.292 I 233 180 I 1013 /- /- /- /354 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 B - - H 257 /-87 /- /25 /- /- EXP:C Kzt:NA HORZ(TL): 0.022 B - - E 22 /- /- /23 /- /- Des Ld: 40.00 Mean Height:15.00 ft � ) D 139 /- /- /- /62 /- NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 TCDL:4.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.951 I Brg Width=7.8 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.973 H Brg Width=7.8 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.522 E Brg Width=1.5 Min Req=- Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) D Brg Width=1.5 Min Req=- GCpi:0.18 Plate Type(s): Bearings I&H are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Loading Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 The following members need concentrated loads at Chords Tens.Comp. Bot chord 2x4 SP#2 the heel:8-0-0 span/setback member on the 3-9-8 A-B 1598 -578 Webs 2x4 SP#3 cant side requires 152 lbs and the 8-0-0 span/setback member on the 3-9-8 cant side requires Plating Notes 152 lbs. Maximum Bot Chord Forces Per Ply(lbs) (**)1 plate(s)require special positioning.Refer to Sub-fascia beam assumptions:8-0-0 sub-fascia beam Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning on the 3-9-8 cantilever side.8-0-0 sub-fascia beam on A-I 552 -1535 I-H 512 -1430 requirements. the 3-9-8 cantilever side. Plate Shift Table Hipjack supports 9-7-0 setback jacks.Jacks up to 7' Maximum Web Forces Per Ply(lbs) have no webs.Longer jacks supported to BC.3-9-8 Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord cant one face,3-9-8 cant opposite face. No Size Shift Bite No Size Shift Bite I-B 359 -921 B-H 1370 -493 [3] W4X4 S 1.75 [4] W3X6 S 2.25 Purlins In lieu of structural panels or rigid ceiling use purlins N. j�jf j` r4�� to laterally brace chords as follows: ati:" Chord Spacing(in oc) Start(ft) End(ft) © •s....i ••e•f+�/ ' TC 75 0.00 13.55 /000.118116/1"11.0.44„._ •c / S�•• . \it BC 51 0.00 10.31 ? v • BC 37 10.45 13.55 : Apply purlins to any chords above or below fillers : 0. ;(.648 • at 24' OC unless shown otherwise above. / •• Wind 1* • • - : i Wind loads and reactions based on MWFRS. % „0'. ATE Left cantilever is exposed to wind ••..�/yo.•.• �� ,OA•••. ��(/ Additional Notes y.,IC�n•••.••�I�•,••_�`��� Provide hanger or special connection at top chord. p 4j41/0 41/ AAl1 t!� Provide hanger or special connection at bottom chord. #0 278 4trrA„_ONM4 -lltata<1Mt 10/09/2018 *"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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafetty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly n attached id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Zfor standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installatidn and bracing oftrussesA seal on this drowing or cover page,. 6750 Forum Drive listing this drawing indicates acceptance of oroTessiona engineering responsibilitysolely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility-of the Building Designer per ANSI/TPI 1 Stc.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:893093 /T4 COMN Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 10 FROM:RCT DrwNo: 282.18.0807.07970 Truss Label: B26 JB / DF 10/09/2018 3'4"88'6" 14'6" 20'6" 2578 29' I 3,4„8 I 5,1„8 I 6' I 6' 5,1„8 I 3,4„8 I 3X4(") =3X6 E =3X6 r 3 ✓ D O F T 1114 _e.-... .75 1112X4 m 1 B3 G I 11 4X6 =-'-4X6 in o B H 1 1 A = - o I 3'_14 Ill 1113XX4M m 8X8(") =8X8L (") 1113X4J I-3' 1 23' 1 3'-I 32"125'1" 12'4" 5'1"8 3712 3'2"12 I 8'3"12 20'7"12 25'9"4 I 29' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.332 G 815 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.597 G 453 180 M 1400 /- /- /638 /503 /32 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.115 C - - J 1400 /- /- /638 /503 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.208 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 M Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.972 J Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bearings M&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.576 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.707 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 933 -2187 E-F 1079 -435 Lumber C-D 883 -2066 F-G 883 -2066 D-E 1079 -435 G-H 933 -2187 Top chord 2x4 SP M-31 Bot chord 2x6 SP SS Dense:B3 2x4 SP#2: Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads M-L 416 -122 K-J 416 -153 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) L-K 2038 -869 TC:From 61 plf at 0.00 to 61 plf at 29.00 BC:From 20 plf at 0.00 to 20 plf at 8.95 BC:From 60 plf at 8.95 to 60 plf at 20.05 Maximum Web Forces Per Ply(lbs) BC:From 20 plf at 20.05 to 20 plf at 29.00 Webs Tens.Comp. Webs Tens. Comp. Plating Notes M-B 560 -1333 K-H 1855 -760 B-L 1855 -760 H-J 560 -1333 All plates are 3X4(A1)except as noted. D-F 1317 -3149 (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning � 04►Jyhrequirements. /IS. , ��i, Va*"," ;`if415\ Purlins I\•i� S .•'In lieu of structural panels or rigid ceiling use purlins ° '*' • to laterally brace chords as follows: 4 . Chord Spacing(in oc) Start(ft) End(ft) ; �,y w TC 50 0.00 29.00 1 as Q. 648 . 14 BC 75 0.00 29.00 Apply purlins to any chords above or below fillers 3 * i I /* at 24"OC unless shown otherwise above. = • • x .1a VAT . a Wind 1. _ 4,--1'�' C Wind loads based on MWFRS with additional C&C � ( X44 Pi. p,n�'/'� V .fi~ member design. '�$`�•/��44.4�4O i '-..44 \�a0 Left and right cantilevers are exposed to wind ryt. w.4 't Collar-tie braced with continuous lateral #0 278 t4,t00- bracing at 24"OC.or rigid ceiling. 10/09/2018 "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,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, as applical5le. AppTy plates tach face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingCcomponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN MN COMPANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of proTesstonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEAN:893079 /T3 HIPS Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0807.12397 Truss Label: B27 JB / DF 10/09/2018 3'4"13 8'4" 13' 16' 20'8" 257"3 29' I' 3'4"13 4,11"3 I 4'8" I 3' I 4'8" I 4,11"3 I 3'4"13 =5X6 =4X4 12 D E I 3 3X4 ;3X4 C F io 5,-4X84[3] = G4Xaf 18] in 1 A ___ r IliH 3'74 3X4(A1) II12X4N 1114X6[4][4] =3X4 =5X(") 1114X6[17][17] 1112X4 =3X4(A1) I--3' 1 23' 1 3'-H 37124712 411"8 2'10"4 5'1"4 4712 3712 3'2"12 I" 8'0"8 I 13' 15'10"4 20'11"8 I 25'9"4 I 29' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.076 L 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.156 L 999 180 N 1178 /- /- /644 /286 /29 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 J - - I 1178 /- I- /644 /286 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.034 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 N Brg Width=5.5 Min Req= 1.5 TCDL:4.0 psf I Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.959 P Bearings N&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.450 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.644 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 559-1690 E-F 554 -1547 Lumber C-D 555 -1551 F-G 559 -1690 D-E 560 -1471 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes M-L 1628 -500 K-J 1628 -500 (")1 plate(s)require special positioning.Refer to L-K 1469 -432 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord N-B 463 -1062 J-G 1690 -622 No Size Shift Bite No Size Shift Bite B-M 1689 -622 G-I 463 -1063 [3] W4X4 2.25 R 1.75 [4] W4X6 S 1.50 [17] W4X6 S 1.50 [18] W4X4 1.75 R 1.75 Purlins ��++ ry In lieu of structural panels or rigid ceiling use purlins g+7 FtEg1''f��® to laterally brace chords as follows: (06°00° �.... ��® Chord Spacing(in oc) Start(ft) End(ft) �7+p ` 5�+.+'f TC 51 0.00 13.00 �i + • TC 36 13.00 16.00 -4 TC 51 16.00 29.00 iI p BC 75 0.00 29.00 . O t 1• 'q • Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. j* i Wind i ,,, =: ATE I ;'c aie- Wind loads based on MWFRS with additional C&C y ; [j member design. ttr�} +.+!C` V�*•++a�/ Left and right cantilevers are exposed to wind 'yar_e '••+OR•••+ `` #0 288�� s� p ,,t ' 10/09/2018 *"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,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord all have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracinginsshall alled per BCI sections B3,87 or B10, as applicable. AppTy plates to each face.oftrussand position as shown above and on the JoinlfDetails, unless noted otherwise. Refer to .ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Building ccomponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handli g,shipping,installation and bracing of trussesA seal on this drawing or cover page_. 6750 Forum Drive listing this drawing,indicates acceptance of arolessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: SEQN:893075 /T5 HIPS Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0807.16417 Truss Label: B28 JB / DF 10/09/2018 3'5"3 7'4' 11' 14'6" 18' 21'8" 25'6'13 29' 3,5„3 I 3,10„13 I 3,8" I 3,6" I 3,6" I 3,8" I 3,10„13 I 3,5„3 H 5X8 1112X4 =5X8 3 i___.- D E F T ,34 ]} ` _3G =_-..---5X6(**)6 ------7:5X64**) b I _ AI �3"14 O 1 3X4(A1) IIP 0 N M L K rglJ =3X4(A1) 1112X4[2] 5X5[4] =4X4 =7X6(**) =4X4 5X5[19] 1112X4[21] E--3' * 23' it. 3'-I 37123'9"8 3'11"12 3'6" 3'6" 3'11"12 3'9"8 3'2"12 I' 3'2"12 I 7'0"4 I 11' I 14,6" I 18' I 21'11"12 I' 25'9"4 I 29' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.182 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.367 E 736 180 p 2025 /- 1- /- /531 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 J - - J 2025 /- /- /- /531 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.059 J - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req= 2.0 TCDL:4.0 psf J Brg Width=5.5 Min Req=2.0 Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.962 P Bearings P&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.811 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.709 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 891 -3385 E-F 1169 -4451 Lumber Loading C-D 1107 -4205 F-G 1107 -4205 D-E 1169 -4451 G-H 891 -3385 Top chord 2x4 SP#2 #1 hip supports 11-0-0 jacks W/2 panel TC and no Bot chord 2x6 SP#2 end vert. Webs 2x4 SP#3:W2,W12 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Left side jacks have 11-0-0 setback with 3-0-0 cant Chords Tens.Comp. Chords Tens. Comp. Plating Notes and 0-0-0 overhang.End jacks have 11-0-0 setback with 3-0-0 cant and 0-0-0 overhang.Right side jacks O-N 3354 -883 M-L 4056 -1063 ("")3 plate(s)require special positioning.Refer to have 11-0-0 setback with 3-0-0 cant and 0-0-0 N-M 4056-1063 L-K 3354 -883 scaled plate plot details for special positioning overhang. requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord P-B 510-1780 M-F 498 -134 No Size Shift Bite No Size Shift Bite B-O 3140 -816 F-L 393 -47 [2] W2X4 S 2.75 [4] W5X5 2.25 R 1.50 O-C 235 -735 L-G 777 -199 [19] W5X5 2.25 L 1.50 [21] W2X4 S 2.75 C-N 777 -199 G-K 235 -735 Purlins tttltttltittp� -°r6r D-N 393 -47 K-H 3140 -816C �j r.� E-M 498 -408 H-J 510 -1780 In lieu of structural panels or rigid ceiling use purlins S f.>L'`JJ� E-M 188 -408 to laterally brace chords as follows: •,■ ■., Chord Spacing(in oc) Start(ft) End(ft) Ofl.e c) . 84•A TC 29 0.00 11.00 V' TC 27 11.00 18.00 4 i TC 29 18.00 29.00 4t, ' BC 75 0.00 29.00 1 i O. 1.848 1 Apply purlins to any chords above or below fillers • at 24"OC unless shown otherwise above. i . t ' : i � ATE Wind s • • Wind loads and reactions based on MWFRS. y . Left and right cantilevers are exposed to wind ?�oj�'*•fiL QRV°T'•.��� #0 27 A. 1440.6110 NAL l t4twaspltt 10/09/2018 ""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,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rod ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or B10, as applicable. Appllplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover patge 6750 Forum Drive listing this drawing indicates acceptance of oroTesstonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEON:893021 /T55 COMN Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY ply: 10 FROM:RCT DrwNo: 282.18.0807.18153 Truss Label: C29 JB / DF 10/09/2018 37126'9"9 12'10"8 18'11"7 22'6"4 259" 3,2"12 I 3,6"13 I 6,0"15 I 6'0"15 I 3'6"13 I 3,2"12 4X6 312 D T ;4C4 =4E4 So 1112 io X4 0 1112X4 M BoN /re F IA ' 11 G 33"14 . • , _II� 3X4(A1) 14®X4 =5X5(**) =5X5(**) =4X41= 3X4(A1) !--3' r 19'9" 1 3' 3'4"8 5'6'13 r10"5 56"13 54"8 3'4"8 8,11"5 I 16,9"11 I 22'4"8 259" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.045 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.093 D 999 180 K 1050 /- /- /577 /251 /29 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.016 H - - H 1050 /- /- /577 /251 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.034 H - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 TCDL:4.0 psf H BrgWidth=5.5 Min Req1.5 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.993 = BCDL:3.0 psf Bearings K&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.572 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 A-B 393 -340 D-E 382 -1262 Lumber — B-C 410 -331 E-F 410 -331 C-D 382 -1262 F-G 393 -340 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes K-J 1150 -332 I-H 1150 -332 (**)2 plate(s)require special positioning.Refer to J-I 1046 -271 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins K-C 627 -1606 E-H 627 -1606 to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 59 0.00 25.75 BC 75 0.00 25.75 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. (vim Ulf }�' Wind � ••.-• �•.•�f� Wind loads based on MWFRS with additional C&C ' ."\)i € ~ member design. Left and right cantilevers are exposed to wind + j - r O. • • • • * S * •_ * • - s a ,Q• ATE ••ct. \ >4c #o Q . NAL v/,,* 10/09/2018 "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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face,of truss and position as shown above and on the JoinifDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N,,,,,COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEON:893035 /T38 COMN Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0807.27437 Truss Label: C30 JB / DF 10/09/2018 3'4"9 7'1"8 12'10"8 22'4"8 259" I' 3,4„9 3'8"15 59" I- 9,6" 3,4„8 I 1115x10(**) D 1112X4 T 3 12 SS0612= E 5.=-3X4 III SCG C : Illi io T2 :----=-3X4 ;4XB[3] � H T le m5X6(") =3X4(D1) imr_ `-° A '' I $_ r�1\ 1 3"14 I• =3X4(A1) 21 IX4P =4X00[4] 3X10= 1112X4 KX4 B3 4J 112X4 I---3' * 19,9" -I---. 3'---I 37123'74 5'10"12 2'9"12 3'0"8 3'11"4 3'2"12 3'2"12 I 6,10" I 12'8"12 I 15'6"8 I 187" I 22'6"4 I 25'9" 'I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.441 K 524 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.954 K 242 180 p 1049 1- /- /575 /245 /29 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.268 J - - J 1049 /- /- /576 /245 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.580 J - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req= 1.5 TCDL:3.0 psf J BrgWidth=5.5 Min Req 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 = Bearings P&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h to 2h TPI Std: 2014 Max BC CSI: 0.905 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft ' Rep Factors Used:Yes Max Web CSI: 0.641 Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,18SS VIEW Ver:17.02.02A.1213.21 A-B 411 -328 0-E 1071 -3584 Lumber B-C 391 -1291 E-F 1052 -3620 C-D 393-1217 Top chord 2x4 SP#2:T2 2x6 SP SS Dense: Bot chord 2x4 SP#2:B3 2x4 SP M-31: Webs 2x4 SP#3:W6 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. _ Plating Notes O-N 1261 -349 L-F 3633 -978 (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table P-B 402 -950 D-L 2680 -755 JT Plate Chord JT Plate Chord B-0 1407 -497 L-E 241 -670 No Size Shift Bite No Size Shift Bite N-D 203 -555 H-J 428 -974 [3] W4X4 S 1.75 [4] W4X4 S 1.50 N-L 1285 -319 Purlins In lieu of structural panels or rigid ceiling use purlins �` le to to laterally brace chords as follows: i j Sef.1+� ' Chord Spaci61 oc) Start0.00(ft) End(ft)2.87O4Z-** w al S♦♦♦i:k TC 28 12.87 25.75 ♦ �%' BC 75 0.00 15.40 BC 38 15.43 18.62 i BC 75 18.62 25.75 O. 'f'848 s Apply purlins to any chords above or below fillers i • at 24"OC unless shown otherwise above. * ' I • • Wind =fs,d% ATE . lt�� Wind loads based on MWFRS with additional C&C ! /�•• +t`/ member design. % Vjl�4. Pt QR`OP•d`�`/ Left and right cantilevers are exposed to wind 8y, .••........... #0 278 OVAL 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63,B7 or B10, as applicable. Appplates to each face,oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the oMoaNY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of p roTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEAN:893039 /T56 HIPS Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0807.29770 Truss Label: C31 JB / DF 10/09/2018 3'6"4 7'4" 11' 14'9" 18'5" 22712 25'9" I' 3,6„4 3,9„12 I 3,8" I 3,9„ 3,8" I 3,9.,12 3 6,4 ..{ 3 2 =4DD10 =5X5(") T .....„3X4 =-3 F4 Nr- ‘- ;4X8[3] C =4X8G 8] io A %r r�� H 14m 3X4(A1) 1112X4[2 1115X64][4] =4X4 --7X6(") 1115X6[17][17] 1112X4[19] 3X4(A1) I-3' 1 19'9" 1 3'-I 37123'9"12 3'11"8 _ 3'7"4 4'1"4 3'9"12 3'2"12 3'2"12 I 7'0"8 , 11' I 14'7"4 I 18'8"8 I 22'6"4 I 25'9" -i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.110 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.222 K 999 180 N 1734 /- /- /- /455 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.018 I - - I 1734 /- /- /- /455 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.036 I - - Wind reactions based on MWFRS Mean Height:15.00 ft. Code/Misc Criteria CreepFactor:2.0 N Brg Width=5.5 Min Req= 1.7 NCBCLL:0.00 TCDL:4.0 psf I Brg Width=5.5 Min Req= 1.7 Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.971 BCDL:3.0 psf Bearings N&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.641 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.984 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 720 -2736 E-F 880 -3335 Lumber Loading C-D 881 -3344 F-G 722 -2745 D-E 846 -3237 Top chord 2x4 SP#2 #1 hip supports 11-0-0 jacks W/2 panel TC and no Bot chord 2x6 SP#2 end vert. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Left side jacks have 11-0-0 setback with 3-0-0 cant Chords Tens.Comp. Chords Tens. Comp. Plating Notes and 0-0-0 overhang.End jacks have 11-0-0 setback with 3-0-0 cant and 0-0-0 overhang.Right side jacks M-L 2704 -713 K-J 2710 -714 (")2 plate(s)require special positioning.Refer to have 11-0-0 setback with 3-0-0 cant and 0-0-0 L-K 3221 -844 scaled plate plot details for special positioning overhang. requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord N-B 439 -1507 K-E 466 -61 No Size Shift Bite No Size Shift Bite B-M 2571 -667 K-F 552 -174 [2] W2X4 S 2.25 [3] W4X8 2.25 L 1.75 [4] W5X6 S 1.75 [17] W5X6 S 1.75 M-LC 5172 -146 F-J 192 -664 669 [18] W4X8 2.25 R 1.75 [19] W2X4 S 2.25tlt111/Ju C-L 572 -146 J-G 2582 -513 NrtNt D-L 453 59 G-I 440 -1513 Purlins finS FL `'�n,to ateallyIn lieu of tructural brace chordsls or as followid ceiling use purlins ' •S. •+/fes.Chord Spacing(in oc) Start(ft) End(ft) '. TC 34 0.00 11.00 I ♦ • TC 32 11.00 14.75 a � ;t'.6 4 8 r TC 34 14.75 25.75 i ; O. GTY BC 75 0.00 25.75 : Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. s' p'T E `` a Wind *4 / t, . C Wind loads and reactions based on MWFRS. �'',r*°A''' .4* 1.0ROD'••' `, Left and right cantilevers are exposed to wind rrr •...... �` / #0278 "flykk tYA 1 stiolP 10/09/2018 **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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on he Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildlin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the , ,,,, , OMPA,,,. truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this Clawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 2 SEON:736383 /T13 HIPM Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Ory: 1 FROM:RCT DrwNo: 282.18.0807.33610 Truss Label: D32 2-PLY Page 1 of 2 JB / DF 10/09/2018 I 5 5 2 Complete Trusses Required 8„1 9'9" 12'2"12 14'5" 17'0"8 1 81 910"4 2'5"12 I 27'4 I 2,7"8 1 =4X4 3 12 5DX6 11122 E4 TF= 4X6[1G6] T1112X4 C 1 T B = m m PP ■ N T +++ A =5X5(**) K J I H 1 Ei „ B2 =3X8 =4X4[15] N 1112X6[18] 1 ** M=3X4(**) lil L 1112X4 1112X6 I-3'4"12 * 12'11" 1 8',1 3'9"12 5'4"4 2'4" 2'6"8 2,3"4 F 81 4'6"8 I 9'1092 I 12712 I 14'9"4 I 17,0•,8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.078 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.156 K 959 180 M - /-137 /- /11 /58 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 H - - L 2381 /- /- /- /643 /- EXP:C Kzt:NA HORZ L: 0.042 H - - N 2181 /- /- /- /581 /- Des Ld: 40.00 Mean Height:15.00 ft ) NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.982 M Brg Width=1.5 Min Req=- psfTPI Std: 2014 Max BC CSI: 0.908 L Brg Width=5.5 Min Req= 1.5 Load Duration:1.00 MWFRS Parallel Dist:0 to h/2 N Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.761 Bearings L&N are a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 J Chords Tens.Comp. Chords Tens. Comp. Lumber Plate Shift Table C-D 605 -2275 E-F 551 -2073 Top chord 2x6 SP#2:T2 2x4 SP#2: JT Plate Chord JT Plate Chord D-E 552 -2075 F-G 370 -1392 Bot chord 2x4 SP#2:B2 2x6 SP#2: No Size Shift Bite No Size Shift Bite Webs 2x4 SP#3 [15] W4X4 2.75 R 1.50 [16] W4X6 S 1.50 Maximum Bot Chord Forces Per Plylbs [18] W2X6 S 3.50e(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails Purlins C-K 2233 -592 J-I 1486 396 Top Chord:1 Row @12.00"o.c. In lieu of structural panels or rigid ceiling use purlins K-J 2264 -599 Bot Chord:1 Row @ 6.25"o.c. to laterally brace chords as follows: Webs :1 Row @ 4"o.c. Chord Spacing(in oc) Start(ft) End(ft) Use equal spacing between rows and stagger nails TC 65 -0.60 9.02 Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. TC 67 9.02 16.31 Webs Tens.Comp. Webs Tens. Comp. BC 40 0.53 3.81 Special Loads BC 120 4.86 16.31 B-L 336-1209 I-G 1602 -425 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Apply purlins to any chords above or below fillers J-F 690 -182 G-H 226 -839 TC:From 61 plf at 0.00 to 61 plf at 5.46 at 24"OC unless shown otherwi - ..ve. F-I 125 -443 TC:From 30 plf at 5.46 to 30 plf at 16.92 **Fascia beam desi•. d sh •b Ski_4 BC:From 20 plf at 0.60 to 20 plf at 4.42 . �A BC:From 10 plf at 4.42 to 10 plf at 16.92 others. Provide •• • * ' t TC: 187 lb Conc.Load at 9.66 shown. �� �•r ••.•• TC: 48 lb Conc.Load at 11.69,13.69,15.69 +++THIS B •NteA,I k„'1 a. `• l^yi'.N NY BC: 445 lb Conc.Load at 5.46,7.46,9.46,11.46 SUPPORTS,ND C" NE IONS aE PRO D 13.46,14.77,16.77 AND PRO D Biz THE ' ILD • SIGN � BC: 62 lb Conc.Load at 9.66 : .(o, ;4• :' • BC: 40 lb Conc.Load at 11.69,13.69,15.69 i • •• • • • Plating Notes s* •I / : i ("*)2 plate(s)require special positioning.Refer to z„0;• ATE $ :•Q I scaled plate plot details for special positioning .reS��• t1 • (V $ :emeults . %��v�••% OR%-** `�j, # 9 eon'•....s..••_lV 4, Wind loads and reactions based on MWFRS. #0 278%0041 L77/ONA4iD 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 , as applicable. Appplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .tTW COMPANY truss in conformance with ANSgI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane Forum Drive listing this drawing indicates acceptance of oro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 2 SEAN:736383 /T13 HIPM Gust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0807.33610 Truss Label: D32 2-PLY Page 2 of 2 JB / DF 10/09/2018 Additional Notes WIND LOAD CASE MODIFIED! Provide hanger or special connection at top chord. Provide hanger or special connection at bottom chord. tl1111Ay� �` 1A0.S F�►,,p � ' ztew 'G rrr"1' ysA r. • r • o. •4648 • s • • * * 4 n y" S NA1. \• ,1' #0 278 /44 ; ueuau ` 10/09/2018 **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 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedrigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq ins/ailed per BCSI sections B3,67 or 10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the id,IT* truss in conformance with ANSI/TPI 1,or for handling,shIT*T; pping,installation and bracing of trussesA seal on this drawirig or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:893046 /T11 EJAC Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 19 FROM:RCT DrwNo: 282.18.0807.35213 Truss Label: EJ33 JB / DF 10/09/2018 3'2"12 11' F3,2'12 'I' 7'9"4 H C 3 12 _ T V 1112X4 m B a, o os in I Pr lil U 314 A 3X4(A1) E D 1112X4 F- 3' 3712 79"4 3'2"12 11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 E 591 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.133 E 303 180 E 640 /- /- /398 /179 /97 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.016 C - - D 123 /- 1- /65 /3 /- EXP:C Kzt:NA HORZ L: 0.031 C - - C 194 1- 1- /68 /94 /- Des Ld: 40.00 Mean Height:15.00 ft ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf E BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.928 = Load Duration:1.25 TPI Std: 2014 Max BC CSI: 0.313 D Brg Width=1.5 Min Req=- MWFRS Parallel Dist:h/2 to h C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.175 Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber B-E 300 -485 Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 11.00 BC 75 0.00 11.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C tnNl member design. -015 Re-4 Left cantilever is exposed to wind otos Additional Notes Provide(2)0.131"x3.0",min.toe-nails at top chord. si7 • Provide(2)0.131"x3.0",min.toe-nails at bottom chord. �• - * ; I * * , • : I �s,8 .• ATE * frY VP 49-NI�e6.4. .4.Z OWC.' #0 278 'yi sQ-quinniaiitinO 10/09/2018 **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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fb'safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Ottherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or 810, as applicable. Appplates to each face.oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN 1IW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this clawing g or cover page6750 Forum Drive listing this drawing indicates acceptance of professlonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:736343 /T14 EJAC Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 4 FROM:RCT DrwNo: 282.18.0807.36760 Truss Label: EJ34 JB / DF 10/09/2018 3,3"8I 9'7"8 3'3"8 6'4" 1112X4 D 3 ✓ -3X33r) -r- T nr 3X4 =" a B 11 N E IT A �h .. T 34,4 ■ U. 3X4(A1) I H e F IH.:t,lll, 1113X4[8][8] 1- 3' ± 4'4"12 i 3'192 474 278 F3'1'12 I 7'7" I 97"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.034 H 999 180 H 509 /- /- /339 /152 /85 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - F 270 /- /- /113 /97 /- EXP:C Kzt:NA Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL): 0.005 0 - - E 40 /- /- /20 /- /- NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 D 48 /-7 /- /12 /13 /- Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.288 H 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: 0.295 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.118 F Brg Width=5.5 Min Req= 1.5 020/5 /4 E Brg Width=1.5 Min Req=- Loc.from endwall:not in 9.00 ft FT/RT/PT:20( ) ( ) ( ) D Brg Width=1.5 Min Req=- GCpi:0.18 Plate Type(s): Bearings H&F are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x4 SP#2 A-B 381 -324 Webs 2x4 SP#3 Plating Notes Maximum Web Forces Per Ply(lbs) (**)1 plate(s)require special positioning.Refer to Webs Tens.Comp. scaled plate plot details for special positioning H-B 280 -402 requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [8] W3X4 S 2.50 Purlins ttnttrt,r In lieu of structural panels or rigid ceiling use purlins Mkt/�+kf to laterally brace chords as follows: �� °ori Chord Spacing(in oc) Start(ft) End(ft) l�\V*... '*T. -ririlig ., TC 75 0.00 9.63 1\)0 + ,� 5 ••�i 4. BC 75 0.00 7.58 V • • "{i, BC 24 7.58 9.63 It Apply purlins to any chords above or below fillers I ;• w at 24"OC unless shown otherwise above. 0. ' • 648 i:• Wind /* # - Wind loads based on MWFRS with additional C&C n �-r member design. -G *. /4t,�g Left cantilever is exposed to wind '�' *•,+P4. I /^� �Q4w.••.• �4• .e Additional Notes ,�,�f'��e. •.��.•*xf.40.x. Provide(2)0.131"x3.0",min.toe-nails at top chord. #0 278 1140 jolt A`� Provide(2)0.131"x3.0",min.toe-nails at bottom chord. �yy IR �I[f11 10/09/2018 **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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI. shall Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCI sections B3,B7 or B10 as applicable. Appplates to each face oftrussand position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the AN ITW COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability Suite os and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: 1 SEQN:892971 /T57 FLAT Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0807.41487 Truss Label: EJ35 JB / DF 10/09/2018 7" 2'9"12 3'3" 7" I 2'2"12 15"4I 6X6 1113X6 A B C D Tp ,-- il IIINI H G =6X6 F E 1113X6 I- 3'3" i I 2712 I 2'8" H.. 5"4 3'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 B 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.002 B 999 180 H 154 /- /- /- /52 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - E 179 /- /- /- /6 /- EXP:C Kzt:NA HORZ(TL): 0.000 C - - Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:15.00 ft � ) H BrgWidth=- Min NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Req=- Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.024 E Brg Width=- Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.047 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.018 Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x6 SP SS Dense Bot chord 2x6 SP SS Dense Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 60 plf at 0.00 to 60 plf at 3.25 BC:From 10 plf at 0.00 to 10 plf at 3.25 BC: 67 lb Conc.Load at 1.31 BC: 39 lb Conc.Load at 3.21 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) tAftUty� TC 39 0.00 3.25444 BC 39 0.00 3.25 S F1�`+_�t�y�Apply purlins to any chords above or below fillers . •"+,,(/at 24"OC unless shown otherwise above. 71:11;" V••,•r.,� �'0The TC of this truss shall be braced with attached \O,1►V '�: + spans at 24"oc in lieu of structural sheathing. / : 1 • 1 �t * Hangers/Ties :rr 0. vt•�`� s (J)Hanger Support Required,by others a* / .'k • Wind w s C Wind loads and reactions based on MWFRS. "s "d:p RTE t�. ;•� Additional Notes •' ��^+***�L 0R,Q:•'•`��*4' Truss must be installed as shown with top chord up. ei, *+***•_*'**•* .tt #0 27s�� `,•'/ANAL Et.�`'�da�' 10/09/2018 '*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 shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety for prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall hav bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RV/COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona. engineering responsibility solely for the design shown. The suitability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Stc.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:893043 /T32 HIP_ Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 4 FROM:RCT DrwNo: 282.18.0807.43070 Truss Label: HJ36 JB / DF 10/09/2018 47"13 10'0"14 15'5"15 4'7"13 I 5'5"1 I 5'5"1 12 D 2.12 0 3X4 C III 4X6 T` (N‘-- B B o en . 3X4(A3) ■ A all No r C ■ 3y irl 3X4(A3) H =4X4[4] =5X5E 1112X4(**) �- 42"3 -I 4'61 521 5'1"14 1 6"15 4'61 I 9'9"2 I 14'11" 1154'15 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: W.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.073 H 737 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.142 H 380 180 H 919 /- /- /- /273 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 D - - E 529 /- /0 /- /99 /0 Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.018 D - - D 182 /- /- /- /80 /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf H Brg Width=7.8 Min Req= 1.5 Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 P TPI Std: 2014 Max BC CSI: 0.820 E Brg Width=1.5 Min Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.625 Bearing H is a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 1018 -357 B-C 174 -785 Top chord 2x4 SP#2 The following members need concentrated loads at Bot chord 2x6 SP#2 the heel:7-0-0 span/setback member on the 2-11-8 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 cant side requires 104 lbs and the 7-0-0 span/setback member on the 2-11-8 cant side Chords Tens.Comp. Chords Tens. Comp. Plating Notes requires 104 lbs. A-H 342 -980 G-F 777 -187 (**)1 plate(s)require special positioning.Refer to Sub-fascia beam assumptions:7-0-0 sub-fascia beam H-G 303 -861 scaled plate plot details for special positioning on the 2-11-8 cantilever side.7-0-0 sub-fascia beam requirements. on the 2-11-8 cantilever side. Hipjack supports 10-11-8 setback jacks.Jacks up to Maximum Web Forces Per Ply(lbs) Plate Shift Table 7'have no webs.Longer jacks supported to BC. Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord 2-11-8 cant one face,2-11-8 cant opposite face. H-B 251 -765 C-F 197 -819 No Size Shift Bite No Size Shift Bite B-G 1639 -474 [4] W4X4 1.75 R 1.50 Purlins In lieu of structural panels or rigid ceiling use purlins ��S r�� /� to laterally brace chords as follows: r7 !"{�► Chord Spacing(in oc) Start(ft) End(ft) 4z10)..•\)•°. �J ••••s ,�•• fj� TC 67 0.00 15.49 'y* �,� ��••'l/• BC 75 0.00 15.49 • Apply purlins to any chords above or below fillers • at 24' OC unless shown otherwise above. : 1 ' • Wind •• _ Wind loads and reactions based on MWFRS. i* i * • a • Left cantilever is exposed to wind 4 s• ATE ATE t �•i� • Additional Notes "�y���� �. �. •• Provide hanger or special connection at top chord. 1C••••L 0R,O.••* ,14 •�+ Provide hanger or special connection at bottom chord. i •`''•�"`• #0 278`'+ s'/ANAL 0, 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, /41 as applicable. Applplates to each face.otruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN mV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing i g or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: 1 SEAN:736462 /T37 HIP_ Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0807.45310 Truss Label: HJ37 JB / DF 10/09/2018 47"1367"3 12'4"8 15'5"15 4'7"13 I 1'11"6 I 5'9"5 3.1"7 G 2.12 12 1112X4 =3X10 T =5X84 5X7 p E E--_----4X4 N =4X4 C D i - B ��� o � M 10 A 111-.011111111111111111r- . .. ■ L ■ K i 3 14 ■ ■ ■ 3X4(A1) -�P 0 M N 1112X4 J I H I II2X4 --3X8 I II2X4 =3X4 =5X5 1 4'2"3 H 4'6"1111"6 2'1"2 1' I 2'8"3 2'10"3 15"I 4'6"1 I 6'5"7 .I 8'6"10 I 9'6"1b 12'2"12 I 15'0"15 95'5"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.053 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.099 E 999 180 p 919 /- /- /- /273 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.021 I - - H 640 /- /- /- /148 /- EXP:C Kzt:NA HORZ L:0.045 I - - G 77 /- 1- 1- /31 /- Des Ld: 40.00 Mean Height:15.00 ft ) NCBCLL:0.00Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf P BrgWidth=7.8 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 = p TPI Std: 2014 Max BC CSI: 0.996 H Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2G Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.454 Bearing P is a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1119 -385 D-E 324 -1419 Top chord 2x4 SP#2 Provide hanger or special connection at top chord. C-D 221 -1362 E-F 307 -1336 Bot chord 2x4 SP#2 Provide hanger or special connection at bottom chord. Webs 2x4 SP#3:W6 2x4 SP SS Dense: Maximum Bot Chord Forces Per Ply(lbs) Purlins Chords Tens.Comp. Chords Tens. Comp. In lieu of structural panels or rigid ceiling use purlins A-P 369 -1078 M-K 1507 -253 to laterally brace chords as follows: P-0 331 -962 J-I 633 -157 Chord Spacing(in oc) Start(ft) End(ft) TC 56 0.00 15.49 BC 63 0.00 8.41 Maximum Web Forces Per Ply(lbs) BC 14 8.48 9.68 Webs Tens.Comp. Webs Tens. Comp. BC 70 9.70 15.49 Apply purlins to any chords above or below fillers P-B 267 -816 K-J 598 -147 at 24"OC unless shown otherwise above. B-O 940 -268 K-F 834 -155 O-C 83 -404 F-I 198 -796 Loading ittMUigtfiltis C-M 1191 -295 The following members need concentrated loads at � S' F(�` i� the heel:0-0-0 span/setback member on the 2-11-8 ,` , • cant side requires 104 lbs and the 0-0-0y •'� ca'•� f span/setback member on the 2-11-8 cant side 4;041,4::›0 v �'+ requires 104 lbs. / • ' � ` Sub-fascia beam assumptions:0-0-0 sub-fascia beam , ya • on the 2-11-8 cantilever side.0-0-0 sub-fascia beam O. ef•V•tu • on the 2-11-8 cantilever side. +. 1 • • R • * C Hipjack supports 10-11-8 setback jacks.Jacks up to a * : • - 7'have no webs.Longer jacks supported to BC. a `' • 2-11-8 cant one face,2-11-8 cant opposite face. ' ; ATE f .At-�8 Wind R}'.r 01C�**'•:Pt oR�p ''' �'�w� Wind loads and reactions based on MWFRS. �rf" �` •....�,,,.•• ` t. Left cantilever is exposed to wind #0 27811 0 -' w1 osaidl w 10/09/2018 **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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf etails, unless noted otherwise. (Refer to ALPINE drawings 160A- for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page., 6750 Forum Drive listing this drawing indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindustry.com; Orlando FL,32821 job'sg p g p tp g; ICC: www.iccsafe.org Job Number: 613318A Ply: 1 SEQN:892955 /T46 MONO Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0807.46553 Truss Label: HJ39 JB / DF 10/09/2018 47"2 8'3"5 8'8"9 4'7"2 + 3'8"3 +5' 2.12 12 1112X4 D =364 T p A3X4(A3) ir. o ,-- 37'.4 = �� 1 3X4(A3) p G F E II ). 4X4[6] F 4'215 ei 4'S"10 i 4'5"6 3'7"15 4'5"6 8'1"5 7"4 I_8,84 — Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria 7 A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N' PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 G 789 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.117 G 454 180 G 611 /- /- /- /211 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 C - - E 39 /-89 /- /43 /- /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.009 C - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 G Brg Width=4.9 Min Req= 1.5 NCBCLL:0.00 TCDL:4.0 psf E BrgWidth=- Min Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.492 Req= - Bearing G is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.564 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.289 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 A-B 866 -315 Lumber Wind MaxTop chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Chords Tm nBst Chord ForcesCPer Ply(lbs) Bot chord 2x6 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Left cantilever is exposed to wind A-G 300 -830 G-F 268 -749 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [6] W4X4 1.75 R 2.75 G-B 204 -517 B-F 759 -271 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.71 BC 75 0.00 8.71 Apply purlins to any chords above or below fillers 1Rtfllr 'Jyi at 24' OC unless shown otherwise above. `� S F)C ifs Loading t‘\)::.•01...-.74 The following members need concentrated loads at [•+`\PS.+•' the heel:6-1-15 span/setback member on the 3-0-0 cant side requires 82 lbs and the 6-1-15 1 tQ i ` span/setback member on the 3-0-0 cant side requires i w 0. 648 / ; 82 lbs. ., s / , ! i 1 Sub-fascia beam assumptions:6-1-15 sub-fascia $ * l *ji beam on the 3-0-0 cantilever side.6-1-15 sub-fascia e �� f t beam on the 3-0-0 cantilever side. e a c: Hipjack supports 6-1-15 setback jacks with 3-0-0 lr.°P.,..:•4.. F �" ,+44 i'' �.` cantilever one face;3-0-0 cantilever opposite face. �f.r"X °.*. Q R\p.,•' #0 278 rt ""e►•rasM.� c; 4, J`,14 udNAt1 '' 10/09/2018 ""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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dshall chord shall have properly attached structural sheathing and bottom chord have a properly attached ri id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ,q LP i N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the tion truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 613318A Ply: 1 SEAN:893049 /T6 JACK Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 8 FROM:RCT DrwNo: 282.18.0807.48077 Truss Label: CJ39 JB / DF 10/09/2018 3712 811"11 H 3,2"12 '+' 5'8"15 12 C il B o - ih Zo A H N N 3X4(A1) -='-'-"E D 1112X4 I- 3' I 3'2"12 + 58'15 I- H 3'2"12 8'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.099 E 406 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.274 E 147 180 E 580 1- /- /372 /172 /79 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 C - - D 76 /- I- /39 /6 /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.071 C - - C 140 /- /- /42 /70 /- Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:3.0 psf E BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.310 = TPI Std: 2014 Max BC CSI: 0.213 D Brg Width=1.5 Min Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.138 Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber B-E 282 -412 Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.97 BC 75 0.00 8.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. ITMIr of414 Left cantilever is exposed to wind rS !"� 19 Additional Notes .[\00.•• es••••� Provide(2)0.131"x3.0",min.toe-nails at top chord. ? K/i4 • j C Provide(2)0.131"x3.0",min.toe-nails at bottom chord. i a,{{� •Q. .-t•648• • I Y • .. a • • g . ili e 1 ATEt 1c� V13-1%f .•frk OR\�.• �� �� rqf F •..,r...• #0 278�rrr�Sl0NAt, •E� v 10/09/2018 _ "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 shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq�CComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,�,CO„•,N. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braci �, ng oftrussesA seal on this drawl g or cover pae,, 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suit-ability ability and use of this yawing for any structure is me responsibility of the Building Designer per ANSUTPI 1 Sec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindustry.com; Orlando FL,32821 j p g p tp g; ICC: www.iccsafe.org Job Number: 613318A Ply: 1 'SEQN:893055 /T7 JACK Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 10 FROM:RCT DrwNo: 282.18.0807.49313 Truss Label: CJ40 JB / DF 10/09/2018 3'2"12 + 6'11"11 FH 3'2"12 3'8"15 3 2 C 1112X4 T T B I N V �W N A ■ 1/ 3X4(A1) =.0E D 1112X4 I- 3' I 3'2"12 3'8"15 IH 3'2"12 I 6.11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.113 E 357 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.250 E 161 180 E 545 /- /- /363 /176 /61 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.029 C - - D 20 /-25 /- /33 /22 /- EXP:C Kzt:NA HORZ L: 0.064 C - - C 72 /-29 /- /11 /40 /- Des Ld: 40.00 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: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.297 E Brg Width=5.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.220 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.131 Bearing E is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 6.97 BC 75 0.00 6.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Ulapri,i Left cantilever is exposed to wind (((�''`.✓��� FIZ -°W Additional Notes h0�•t••`••'. s•;•4 Provide(2)0.131"x3.0",min.toe-nails at top chord. v ��V ` •�• Provide(2)0.131"x3.0",min.toe-nails at bottom chord. AA • • Q• ;t•64Y • • • • * • * • 7[y .431... ATE • ict- $ • jV •• % Al.. o OR\©? Q (t ••sh-••e-.....A.1,. #0 278''9 v 01 •,,„__O 4P 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by.TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for_permanent lateral restraint of webs shall have bracinq installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face otruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essionaengineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 613318A Ply: 1 SEQN:892958 /T8 JACK Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 12 FROM:RCT DrwNo: 282.18.0807.50420 Truss Label: CJ41 JB / DF 10/09/2018 3'112 4'11"11 3'1"12 _I_ 1'9"15 H 3 V C III2XB 1 T T �I A H M _►( I I 3X4(A1) FE D III�k 1-- 3' 7f, - 3'1"12 + 1'9"15 3112 411"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.126 E 313 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.319 E 123 180 E 800 /- 1- /417 /212 /44 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.033 C - - D - /-189 /- /57 /91 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.083 C - - C - /-190 /- /38 /80 /- NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.328 E Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.369 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.242 C Brg Width=1.5 Min Req= - p g Bearing E is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber B-E 505 -373 Top chord 2x4 SP M-31 Bot chord 2x4 SP M-31 Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 21 plf at 0.00 to 21 plf at 4.97 BC:From 40 plf at 0.00 to 40 plf at 4.97 TC: 120 lb Conc.Load at 0.00 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 61 0.00 4.97 BC 60 0.00 4.97 ittulFlul �t��` Apply purlins to any chords above or below fillers ��p,S Fit,E 'tor, at 24' OC unless shown otherwise above. �� *�.. • .••• '' Wind V 0.6,s4),1/40 •S$+e'•e • Wind loads based on MWFRS with additional C&C • • • member design. D x(•64$ • Left cantilever is exposed to wind I w Additional Notes ;* a ! 7* = .0z ''ATE 'Q / Negative reaction(s)of-190#MAX.from a non-wind ; • load case requires uplift connection.See Maximum 1.!.. • ` :(V i Reactions. •a Provide(2)0.131"x3.0",min.toe-nails at top chord. ,�'*r���(`n`•.,.�:1-"toti,;:" , `,Provide 2 0.131"x3.0",min.toe-nails at bottom chord. i *A#0 278 'NgS' 4.Nt 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for!permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineenn responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job'sgeneral notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindus Orlando FL,32821 t p g p" tp g; try.com;ICC: www.iccsafe.org I Job Number. 613318A Ply: 1 SEAN:893068 /T9 JACK Gust:R9353 JRef: 1W1193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 14 FROM:RCT DrwNo: 282.18.0807.51750 Truss Label: CJ42 JB / DF 10/09/2018 12 3 B A 0 Tn- 3',4 �� E. $1l ** D C = 3X4(A1 T) F 2'11"11 H '8 2'11"11 ',8 3'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):NA D 120 1- /- /62 /27 /26 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 C - - C 53 /- /- /31 /3 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.003 C - - B 76 1- /- /31 /32 /- NCBCLL:10.00 Mean Height:15.00 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS D Brg Width=1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.138 C Brg Width=1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.119 B Brg Width=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) GCpi:0.18 Plate Type(s): _- - Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 37 0.00 2.97 BC 36 0.00 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. IB IIIISOprf Additional Notes rd. (� s ►S7 F;1,4/".(1*e Provide(2)0.131"x3.0",min.toe-nails at top Provide(2)0.131"x3.0",min.toe-nails at bottom chord. ham+ '•`� w •S��'�I'YY'. V \l • **Fascia beam designed and furnished by • others. Provide connection for reactions I : i shown. 1 ; O. 648 i * • / 7* Elf • e 0: ATE :4t. / . 441 4c:tSs #0278 � s 0NA 1ti ,sP 10/09/2018 **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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginslled per BCSI sections B3,B7 or B10, as applicable. Applates to each face oftrussand position as shown above and on e JoinrDetails, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drdwing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essionaengineeringresponsibility solely for the des�ign shown. The suitability and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 i S Job Number: 613318A Ply: 1 SEAN:893065 /T10 JACK Gust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 16 FROM:RCT DiwNo: 282.18.0808.14710 Truss Label: CJ43 JB / DF 10/09/2018 12 3 L— B A :Irk P " A J01111111111 ��r1 ** D C 3X4(A1 T) I- 1'2" -H E 1,2,. H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 C 999 180 D 47 /- /- /24 /10 /10 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 C - - C 25 /- /- /14 /6 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.000 C - - B 22 /- /- /10 /8 /- NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf D BrgWidth=1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.027 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 C Brg Width=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 B Brg Width=1.5 Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 14 0.00 1.17 BC 14 0.00 1.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes ,rt ►S FtF �' Provide(2)0.131"x3.0",min.toe-nails at top chord. �� •••••Rstase.•p!'Y Provide(2)0.131"x3.0",min.toe-nails at bottom chord. h •O- ` v� • • V y' • "Fascia beam designed and furnished by others. Provide connection for reactions ; i Shown. ; O. r(� 8 s 1 . • 7* • * • �{ • L • ! 1S 3. -a. ATE • #0 278 ry�r+kr._ NAAAA t� v 10/09/2018 "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,shippinginstalling.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-tfterwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCSI sections 53,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN Rw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this dr drawing,any or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro esstonar engineering responsibility solely for the des i n shown. The suability Suite 305 and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 613318A Ply: 1 SEAN:736355 /T1 JACK Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0808.16287 Truss Label: CJ44 JB / DF 10/09/2018 378 8'11"11 IIH 1 58"3 1112X4 D 3 2 -3X3(**) 11 TI :3X4 ih " II41�• 1 io i E T A 1 3X4(A1) II Hc F III1;f 1113X4[8][8] F 3' 1 4'4"12 -i 31"12 4'5"41'4"11 3'1"12 T7" 1 8,11"11"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ]♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.034 H 999 180 H 508 /- /- /339 /154 /79 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 D - - F 260 /- /- /104 /96 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.005 D - - E 27 /- /- /14 /- /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 D 25 /-29 /- /4 /1 /- NCBCLL: 10.00 TCDL:4.0 psf d on MWFRS se Wind reactions ba Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.287 H 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: 0.295 F Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.117 E Brg Width=1.5 Min Req=- Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) D Brg Width=1.5 Min Req=- GCpi:0.18 Plate Type(s): Bearings H&F are a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Shim all supports to solid bearing. Chords Tens.Comp. Bot chord 2x4 SP#2 Provide(2)0.131"x3.0",min.toe-nails at top chord. A-13 381 -324 Webs 2x4 SP#3 Provide(2)0.131"x3.0",min.toe-nails at bottom chord. Plating Notes Maximum Web Forces Per Ply(lbs) (**)1 plate(s)require special positioning.Refer to Webs Tens.Comp. scaled plate plot details for special positioning H-B 285 -401 requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [8] W3X4 S 2.50 Purlins Ilfilliitit In lieu of structural panels or rigid ceiling use purlins (�tiS" itf'�- to laterally brace chords as follows: i'` / � ,, Chord Spacing(in oc) Start(ft) End(ft) V��� ••;;74/4/914- TC Fs/!' TC 75 0.00 8.97 +•* •*w Y '� BC 75 0.00 7.58 * �// • BC 17 7.58 8.97 # • * Apply purlins to any chords above or below fillers 648 `, at 24' OC unless shown otherwise above. a : d. • i • Wind 1 1� Is r( /* '' * It ,� + I Wind loads based on MWFRS with additional C&C S a• �TE member design. '5:/' ° §- i e• ,r �4 Left cantilever is exposed to wind 1:. 0 **,`+,'t l Q",+ 4` L #0278'f4. z�'`fst, 'S�0'M�� � v'° 10/09/2018 **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,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingct installed per BCI sections B3,B7 or B10 as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingCComponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drrwing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of roTessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this rawing for any structure is the responsibilit9'of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org 1 , Job Number. 613318A Ply: 1 SEQN:736370 /T21 JACK Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0808.17577 Truss Label: CJ45 JB / DF 10/09/2018 V87"3 ,3+91 8'5"11 6'1 1112X4 E 12 D 3 � ir Nr T 1112X4 B C M N ■ .-- 111 ■ �' 1 N A GF T 1112X4 :- 37.1-I2 ■ 11 1 ** +++ I •----7-'*H 3X4(A 1 T) 5,---3X3 III2X4[6] I- 4' H V4'5" 4'0"11 6" 4'6"8 + 8'7"3 'i'9'1'3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N' PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.010 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.023 H 999 180 I 161 /- /- /81 /20 /79 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.003 H - - H 409 /- /- /207 /124 /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.006 H - - F 134 /- /- /32 /72 /- NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 E 114 /- /- /53 /- /- TCDL:4.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.384 I Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.194 H Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.086 Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) F Brg Width=1.5 Min Req= - E Brg Width=1.5 Min Req=- GCpi:0.18 Plate Type(s): Bearing H is a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [6] W2X4 S 2.50 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.97 BC 53 0.00 4.42 BC 54 4.46 89e � � Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. ,,`` Wind ••,N) S • •• Wind loads based on MWFRS with additional C&C # • member design. , : • o. :4.648 Additional Notes • I Shim all supports to solid bearing. z*1 * a Provide(2)0.131"x3.0",min.toe-nails at top chord. S. w ATE • ;Q Provide(2)0.131"x3.0",min.toe-nails at bottom chord. z'1 • "Fascia beam designed and furnished by f'+1)0 ..P ,p�.'•• ���0 • '�� ��. others. Provide connection for reactions �BN21„-` ••..�R•••••-°_.• shown. #0 278 lily QNAt- j�►,, ' +++THIS BEARING CONDITION,FOUNDATION AND ANY �t SUPPORTS AND CONNECTIONS MUST BE APPROVED 10/09/2018 AND PROVIDED BY THE BUILDING DESIGNER. "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,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicatfle. AppTy plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN ffw:OMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wig or cover page 6750 Forum Drive listing this drawing indicates acceptance of roTessfonar engineeringresponsibility solely for the design shown. The suitability and use of this gnawing for any structure is thep responsibility of the Building Designer er ANSI/TPI 1 Stc.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 1 1 Job Number: 613318A Ply: 1 SEAN:736352 /T20 JACK Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0808.39370 Truss Label: CJ46 JB / DF 10/09/2018 42"8 6'11"11 H 4'2"8 I- 2.9"3 3 V C ;4X4 'fit T B cv o A I 3X4(A1) m-mtsil F E D 6X6 1112X4 I 3'10" { 4'0"12 2'4"9 6"6 4'0"12 �' 6'5"5 6'11'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 F 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.097 F 502 180 F 922 /- /- /468 /243 /61 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.006 C - - D - /-301 /- /87 /131 /- Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.012 C - - C 56 /-14 /- /15 /25 /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 F Brg Width=5.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.992 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.370 Bearing F is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber A-B 936 -451 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads A-F 461 -875 F-E 328 -794 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 61 plf at 0.00 to 61 plf at 6.97 Maximum Web Forces Per Ply(lbs) BC:From 20 plf.at 0.00 to 20 plf at 6.97 Webs Tens.Comp. Webs Tens. Comp. 104 lb Conc.Load at 0.00 P. Purlins F-B 439 -838 B-E 863 -357 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 6.97 BC 70 0.00 6.97 C Apply purlins to any chords above or below fillers -`��p►S FLF,�4'h. at 24"OC unless shown otherwise above. 04,0S V I►e•• 70.6.• . `�'4ry 14" Wind 4fl v�V „its, f Wind loads based on MWFRS with additional C&C member design. . i Left cantilever is exposed to wind • ♦ O. � •648 Additional Notes t* i Negative reaction(s)of-301#MAX.from a non-wind %•0% ATE • 4art load case requires uplift connection.See Maximum (` Reactions. I. ��•.• p►�+� (4 Provide(2)0.131"x3.0",min.toe-nails at top chord. %84/t�••••i•0R,©•••r�+A�4' Provide(3)0.131"x3.0",min.toe-nails at bottom chord. yyy V �A #0 278 pS/OIVAi-�� a 10/09/2018 **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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fb'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracingq installed per BCSISsections B3,B7 or B10, /1116/ as applicable. Appplates to each face,otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nN AV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of orooesstonar engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 613318A Ply: 1 SEQN:736373 /T34 JACK Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0808.41030 Truss Label: CJ47 JB / DF 10/09/2018 4'3"9I 6'11"11 4'3"9 2'8"2 3 12 C T;4Xg[3] 0 01 �� o A ilrg ot 3X4(A1) I�'F7X6(E) )112 i7 j0] {- 4' H 4'1"12 + 2'3"11 +6"4� 4'1"12 6'5"7 6'11'11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.068 F 728 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.139 F 358 180 F 1186 /- /- /486 /314 /61 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 C - - D - /-457 /- /129 /144 /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.017 C - - C 47 1-24 /- /13 /23 /- NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf F BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.758 = TPI Std: 2014 Max BC CSI: 0.952 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.532 Bearing F is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber Additional Notes A-B 1309 -718 Top chord 2x4 SP#2 Negative reaction(s)of-457#MAX.from a non-wind Bot chord 2x4 SP#2 load case requires uplift connection.See Maximum Webs 2x4 SP#3 Reactions. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads Provide(2)0.131"x3.0",min.toe-nails at top chord. Provide hanger or special connection at bottom chord. A-F 735 -1235 F-E 541 -1128 (Lumber Dur.Fac.=1.25/Plate Dur.Fac..1.25) TC:From 61 plf at 0.00 to 61 plf at 6.97 BC:From 20 plf at 0.00 to 20 plf at 6.97 Maximum Web Forces Per Ply(lbs) TC: 200 lb Conc.Load at 0.00 Webs Tens.Comp. Webs Tens. Comp. Plating Notes F-B 734 -1109 B-E 1236 -593 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate Shift Table Q JT Plate Chord JT Plate Chord fiSIAvj a_ tritrNo Size 2 W2X4 SS ft 250 ite 3 W4X4 Size SS ft 1875 ite :1 ' •eee { P� Purlins I r: • In lieu of structural panels or rigid ceiling use purlins 0 0. ;(,648 to laterally brace chords as follows: 3 Chord Spacing(in oc) Start(ft) End(ft) i I 4:1 TC 75 0.00 6.97 ff BC 57 0.00 6.97 ? e ATE • 'Q` Apply purlins to any chords above or below fillers ��Q +4 .;tt- at 24' OC unless shown otherwise above. . �. `/ Wind � ���n�.'��R,�''��`/ Wind loads based on MWFRS with additional C&C ''ky+0,1 GJ?S, A` G� ' member design. #0 278 lb tOyttllt>uw►ttir Left cantilever is exposed to wind 10/09/2018 *"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,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of ro-fessionar engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:736391 /T16 JACK Cust:R9353 JRef: 1 Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0808.52197 Truss Label: CJ48 JB / DF 10/09/2018 8 4'2"4 5'1"3 I8 4'0"12 4.. 10"15� 12 3 ✓ 1112X4 C B 1 T is T N A - m ** F =�E D 3X4(A1T) 1112X4[6] I- 3'10" H 8 4'0"12 10"15 IS 4'2"4 + 5'1"3H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.009 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.019 E 999 180 F 139 /- /- /72 /28 /44 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 E - - E 399 /- /- /207 /116 /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.005 E - - D - /-61 /- /13 /36 /- Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 C - /-90 /- /27 /35 /- NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.201 Wind reactions based on MWFRS p F Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.146 E Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.090 D Brg Width=1.5 Min Req=- Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) C Brg Width=1.5 Min Req=- GCpi:0.18 Plate Type(s): Bearing E is a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [6] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 0.00 4.97 BC 60 0.00 4.97 fftNlatig Apply purlins to any chords above or below fillers -4o, at 24' OC unless shown otherwise above. 401/1$<"_‘ FLEA;�1�ry, Wind 4�••er *****•*• 1f Wind loads based on MWFRS with additional C&C ++ �./ 43$. +. member design. / Additional Notes Sa 0. 648 J E. M ; Shim all supports to solid bearing. ' * r * C * a Provide(2)0.131"x3.0",min.toe-nails at top chord. - Provide(2)0.131"x3.0",min.toe-nails at bottom chord. y1'ATE +G): • 7 c�. •r "'Fascia beam bP Provide connection n for reactionned and furnished s '���X%„...*...,- .•`'F� �>t�}+: (c., others. shown. tri v •'*........+** - �'r� #0 278 '� s/ta QfYA{r v. wutsrliot►t1�� 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for,permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face,of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the -1.COMPANY truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of proiessiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsate.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:736388 /T25 JACK Gust:R9353 JRef: 1W1193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0809.02650 Truss Label: CJ49 JB / DF 10/09/2018 8 4'3"45'1"3 4'1"12 -T- 9"151 12 3 1112X4 C T T N A _......ggigiggillIlli . ih ;I 3I4 i( i( 1 _►_ ** F piE D 3X4(A1T) III l ] ►1 F 4' -1 8 4'1"129"15 4'3"4 -t- 51"3-1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.010 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.020 E 999 180 F 142 /- /- /73 /28 /44 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 E - - E 428 /- /- /222 /125 /- EXP:C Kzt:NA Des Ld: 40.00 HORZ(TL): 0.006 E - - D - 1-74 /- /14 /45 /- Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 C - /-108 1- /35 /43 /- Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.210 Wind reactions based on MWFRS Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.153 F Brg Width=1.5 Min Req=- Factors Used:Yes Max Web CSI: 0.096 E Brg Width=3.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep D Brg Width=1.5 Min Req=- Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) C Brg Width=1.5 Min Req= - GCpi:0.18 Plate Type(s): Bearing E is a rigid surface. Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Members not listed have forces less than 375# Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [6] W2X4 S 2.75 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 62 0.00 4.97 BC 60 0.00 4.97 1111,111140 0,4 purlins to any chords above or below fillers �C F](��'q4 at 24"OC unless shown otherwise above. ``r �7 A� r4f Wind V�f,\,,••`\C,'�, S''4:`•.:"4(4/41% : ypy_ Wind loads based on MWFRS with additional C&C �i ! • $member design. �$3a. 648 ,.r } Additional Notes Shim all supports to solid bearing. 3 * i % f* / ; * .! Provide(2)0.131"x3.0",min.toe-nails at top chord. ; +` $ Provide(2)0.131"x3.0",min.toe-nails at bottom chord. 1 ;y VATS /tc- • �` i "'Fascia beam designed and furnished by rf .* b„... s' �t1 ,: others. Provide connection for reactions '•, �,C.'•�• OR��,.*` fit' shown. `'>r�� c1 ''«.p.�.,..••., (', 0,).' #0 278 y, /4270 r Y Atn f v, 10/09/2018 *"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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f i safe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have bracing installed per BCSI sections$3,B7 or B10, as applicable. Applplates to each face,otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN mV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pae 6750 Forum Drive listing this drawing indicates acceptance of orooessionar engineering responsibility solely for the desi n shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 Job Number: 613318A Ply: 1 SEQN:893052 /T27 JACK Cust:R9353 JRef: 1Wf193530007 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0809.11977 Truss Label: CJ50 JB / DF 10/09/2018 3'4"8 8'11"11 H 3'4"8 5'7"3 -,--.---3X4 14X46 E 12 3 ✓ -3XC ") D �I T T 3X4 (iv.- ._w B ' a M NA _I l=MMIImmmmmr H ■ G N I 314 ■ -. 3X4(A1) �K 1113X4 1112X4 F 1112X4 I 3' H 3712 3'5"41' 1'3"11 I' 3,2"12 -I 6,8" I 78" I 8'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ' ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# ' Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.020 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.051 I 999 180 K 565 /- /- /362 /168 /79 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.014 G - - F 28 /- /0 /16 /2 /0 Des Ld: 40.00 EXP:C Kzt:NA HORZ(TL): 0.035 G - - E 171 /- /- /72 /62 /- Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf K BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.358 = p TPI Std: 2014 Max BC CSI: 0.292 F Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:h/2 to h E Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.502 Bearing K is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber A-B 414 -333 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Plating Notes A-K 336 -376 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins K-B 290 -471 B-J 381 -192 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.97 BC 75 0.00 6.37 1lttitfU:r11 BC 17 6.53 7.96 R��Jr BC 12 7.96 8.97 �..Pk. , ,,f4 rhi Apply purlins to any chords above or below fillers .•w.-+a••„•'YjjrJ at 24' OC unless shown otherwise above. QO ♦.1C,'C, <S"� .4.41/* 4:44. `/1 Wind • • ♦ it Wind loads based on MWFRS with additional C&C ; �(.648 C member design. Z r Left cantilever is exposed to wind i * /*/ / ; *g w Additional Notes SIA §itA;TE f/��J�A�� I cc. I Provide(2)0.131"x3.0",min.toe-nails at top chord. •P,.._.. t,. .. t� Provide(2)0.131"x3.0",min.toe-nails at bottom chord. 4, � /�.`� r7\�4 .' 4<, .` ts #0 278 y'''4 /0 N AL CC " itionrrrwwaw 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA)fww safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint bf webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN w COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracin ng oftrussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of engineering rnfessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.comxTPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 STRONGBACK BRIDGING REC❑MMENDATI❑NS e Mm-All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK 'stressraded lumber.' BRIDGING TOGETHER g Mo.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' �`' �/f`II 0.-The purpose of' strongback bridging is to -pe ATTACH SCAB WITH 10d BOX/GUN develop load sharing between individual trusses, 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting in an overall increase in the ' SCAB 6' O.C. NOTE. IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o,c, (max.) NOTE: Details 1 and 2 are the preferred attachment methods .The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TOmistakenly used interchangeably. 'Bracing' is an WEB W/ (3) lad COMMON 2 important structural requirement of any floor (0.148'x3') NAILS OR (4) 10d BOX/GUN or roof system. Refer to the Truss Design O 128'x3.0') NAILS Drawing (TDD) for the bracing requirements for `/' ///kt,ii, each particularlyindividual 'strongbackuss bridging'''Bridging,' ing,' �' III recommendation for a truss system to help \� / � control vibration, In addition to aidingin the et `♦��O �1�� distribution of point loads between adjacent truss, strongback bridging serves to reduce • a I 4 STRONGBACK BRIDGING 'bounce' or residual vibration resulting from ill 1•111101 SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required 10'to 20'1 roe(at center of span) The performance of all floor systems are (2) lad COMMON (0.148'x3.0') OR 20'to 30'2 rows(1 of each 1/3 pohts) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 roes(I of each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' Space rows at II'ac.pdnts) bridging and therefore is strongly recommended SCAB—ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS For additional information regarding strongback OR (4)10d BOX/GUN (0.128'x3.0') g 9 g NAILS. 3 / bridging, refer to BCSI (Building Component �' ' Safety Information). 1, lir y , ...iii ii li II 1%.11.161.........1........ki i � A' i lilt -/► / VAS L JA�+ *, 11111111111W, 11112 ' likf \/ ATTACH S e 0 10 il" ,. • ` „i ,. • 11111111 �TO BOTT CHORD TH / <2) #10 3' S . S STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES • / 0. ;1.648 * ssvARNINGIw.READ Arm FOLLOW IC IES ALLTES a NCi THIS DRAVI ... _,L„I _ PSF REF STRONGBACK .sD NRTNRws FURNISH THIS BRAVING TO ALL CONIRACTIRS INCLUDING THE INSTALLERS. ..4.. I Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer ti a, follow the latest edition of BCSI(Budding Component Safety Infornatlon,by TPI and MICA)for s ety % C Did PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per I. $ ildibb Unless paced otherwlu,top chord shall have properly attached structural sheathing and boct�o ATE •✓��� PSF DRWG STRBRIBR1014 TT shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint f + A 1I1 1 shall have bracing Installed per BCSI sections 83,B7 or RIO,as applicable. Apply plates to each e p ' I`VI of truss and position as shown above and on the Joint Details,unless noted otherwise. .�'' * it � P S F Refer to drawings 160A-Z for standard plate positions. I� / {\�♦ Alpine,o dvl.bn of Iry Bulking components Group Inc.shall pat be responsible for any deviation' ' C QR` +f \ ( LD. PSF AN rTWCOMPANY this drawing,any failure to build the truss h conformance with ANSI/TPI 1,or for handling,shipping, v t.'tel;*�;w;++ installation L bradng of trusses. P A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional �j \\137231 Riverpon\Drive •ngIn.. 'w resparu6Llty sdl.ly for the design e,a.r< Thr suttnbelty and use of this d•awrnp Vit/ S/ A]A C; .,at, UR. FAC. 1.00 \\Suite\200 for arty structure Is t nspons R1ty of the BuBding Designer per ANSI/TPI 1 SecP. 'elits..- a's•• M �a�+Ilpr \\Maryland\Heights\MO\63043 For more Information see this Job's general notes page and these web sites. ' SPACING ALPINE.www.alpineltw.com,TPI.www.tpinst.org,SBCA.sww.sbclndustry,orgi ICC.wwejccsafe.org 4.... Q„:"41808111.1041".-'0/09/201O • `1 Alpine, an ITW Company 6750 Forum Drive,Suite 305 Orlando, FL 32821 ALPINE Phone:(800)755-6001 www.alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 613318B JobDescription: 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Address: City, State,Zip: Atlantic Beach,FL Name, Address and License#of Structural EOR if one exists for the building: Name: CHRIS SABOURIN 71461 License#: CHRIS SABOURIN 71461 State: Address: 1205 BEACH BLVD JACKSONVILLE BEACH,FL 3 City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design View Version: 17.02.02.1213.21 JRef#: 1 W f193530006 Wind Standard: ASCE 7-10 Wind Speed(mph): 130 Roof Load(psf): 20.00-10.00-5.00- Floor Load(psi): None 10.00 This package contains a job notes page, 26 truss drawings and 0 details. Item Seal# Truss Item Seal# Truss 1 282.18.0803.44960 E51 2 282.18.0803.47350 E52 3 282.18.0803.48593 E53 4 282.18.0803.51647 E54 5 282.18.0803.53700 E55 6 282.18.0803.59230 G56 2-PLY 7 282.18.0804.01057 H57 8 282.18.0804.02333 H58 9 282.18.0804.03737 H59 10 282.18.0804.05063 H60 11 282.18.0804.06420 EJ61 12 282.18.0804.08013 EJ62 13 282.18.0804.09287 EJ63 14 282.18.0804.10797 EJ64 15 282.18.0804.13173 EJ65 16 282.18.0804.15927 EJ66 17 282.18.0804.19000 HJ67 18 282.18.0804.20537 HJ68 19 282.18.0804.21770 HJ69 20 282.18.0804.22997 CJ70 21 282.18.0804.26000 CJ71 22 282.18.0804.27670 CJ72 23 282.18.0804.28947 CJ73 24 282.18.0804.58700 CJ74 25 282.18.0805.09847 CJ75 26 282.18.0805.17913 CJ76 Al SFLE4: 4 t 3 o. ;.648 Z f : /* a e • s 9 1`ATE • • 44/ $ ',ZONAL ,gain" This document has been.electronically signed .. ,;)S and sealed using a Digital Signature.Printed . s copies without an original signature must be verified using the original electronic version. 10/09/2018 Florida Certificate of Product Approval#FL1999 Printed 10/9/2018 11:40:20 AM ' Job Number. 613318B Ply: 1 SEAN:892807 /T6 COMN Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 4 FROM:RCT DrwNo: 282.18.0803.44960 Truss Label: E51 JB / DF 10/09/2018 3'5"58'9"8 14'9"8 20'9"8 26'1"8 297" I 3,5„5 I 5'4"3 I 6' 6' I 5,4" I 3,5„8 .I =4X6 12 D T 3 p 1112X4 1112X4 C E a b ;4X86[3] =4X615] 1 r,u A _ G =3X4(A1) 1.9K J B2 I r9H =3X4(A1) I 112X4 - 7X8(''') =7X8(") 1112X4 I---3' A 237" A 3'--I 37125712 12' 5712 3712 I 3'2"12 I 8'9"8 I 20'9"8 I 26'4"4 I 297" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.099 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.182 D 999 180 K 1340 /- /- /642 /432 /53 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.017 C - - H 1352 /- /- /642 /432 /- EXP:C Kzt:NA HORZ L: 0.033 C - - Wind reactions based on MWFRS Des Ld: 45.00 Mean Height:25.42 ft ) NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 H BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.980 = Bearings K&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.768 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.823 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 A-B 392 -354 D-E 702 -2077 --Lumber — — — - B-C 640 -2149 E-F 640 -2082 C-D 702 -2146 F-G 451 -354 Top chord 2x4 SP#2 Bot chord 2x4 SP#2:B2 2x4 SP M-31: Ply F Maximum Bot Chordorces Per Webs 2x4 SP#3 (lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes J-I 1506 -444 H-G 353 -409 (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table K-B 525 -1234 D-I 559 -128 JT Plate Chord JT Plate Chord B-J 2134 -723 I-F 2160 -723 No Size Shift Bite No Size Shift Bite J-D 628 -128 F-H 525 -1244 [3] W4X6 2.25 L 1.75 [15] W4X6 2.00 R 1.75 Purlins1Rtllfftygrf In lieu of structural panels or rigid ceiling use purlins s F! t�wiry, to laterally brace chords as follows: ©/0"c:51., �� l�'11- TC � Chord Spacing(in oc) Start(ft) End(ft) VVI..+�•'" `•.•+ 1s TC 44 0.00 29.58 4 '�. ,y� S�`. BC 75 0.00 29.58 L! • Apply purlins to any chords above or below fillers ;$ at 24"OC unless shown otherwise above. ; 0 64,8 3 ii • Wind I * ' 1 /* / : * c Wind loads based on MWFRS with additional C&C : E t § ATE `. member design. A a Left and right cantilevers are exposed to wind '. • L ' "61 #0 278 `y,,. ° 8444"rieWloitiAw• ' 10/09/2018 "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,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ant?SBCA)f safety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCI sections B3,B7 or B10, as applicable. Appllplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE'I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawin an failure to build the „ truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive" listing this drawing indicates acceptance of oroTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:ww . wiccsafe.org Orlando FL,32821 s • - • t Job Number: 6133186 Ply: 1 SEAN:892812 /T9 SPEC Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0803.47350 Truss Label: E52 JB / DF 10/09/2018 3'4"86'3"9 121112 14'9"8 20'6"8 26'T I 3'4"8 I 2'11"1 I 6'8"3 I 1 '9"121 5'9" I 6'0"8 1112X4 =7X10(") 12 =8X14("") _ /\ 3 =SS061p1'7(1) % ,i,.01. �� _3G 6X8[5] , T2 `* C o T ;486 =�. � =5X5[221[ 2](1) 1._ to .W6 62 L A ih i� - n-- ,i. 3X4(A1) MQ P N 0 M K 63 J 1 1112X4 w5X8[4] 1112X4 1112X4 =4X8[19] w5X5[21] 1112X61241[241 1-3' 1 237" 1 3'2"12 I 21012I 3'08I 3'8" I 1'10" 3 61"4 5'9" [ 3212 618 921210148" 2010267" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.424 D 660 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.799 D 350 180 Q 1371 /- /- /650 /506 /71 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.197 I - - I 1049 /- /- /480 /404 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.373 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.42 ft Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req= 1.5 TCDL:4.0 psi I Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.971 P Bearings Q&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.993 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.964 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,18SS VIEW Ver:17.02.02A.1213.21 A-B 406 -365 E-F 1537 -3892 Lumber Wind B-C 650 -1729 F-G 727 -1776 C-D 2386 -6260 G-H 867 -2250 Top chord 2x4 SP M-31 :T2 2x4 SP#2: Wind loads based on MWFRS with additional C&C D-E 1520 -3947 Bot chord 2x4 SP M-31 :B2 2x4 SP SS Dense: member design. :B3 2x4 SP#2: Left cantilever is exposed to wind Maximum Bot Chord Forces Per Ply(lbs) 2x4 SP#3:W4,W10 2x4 SP#2: ( ) :W6 2x4 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Plating Notes N-L 6602-2462 K-J 2156 -821 (I)-plates so marked were sized using 0% Fabrication Tolerance,2 degrees Rotational Maximum Web Forces Per Ply(lbs) Tolerance,and/or zero Positioning Tolerance. Webs Tens.Comp. Webs Tens. Comp. (")3 plate(s)require special positioning.Refer to Q-B 523 -1226 L-F 3106 -1148 scaled plate plot details for special positioning B-P 1795 -651 L-K 2205 -767 requirements. P-C 529 -1280 F-K 453 -1150 Plate Shift Table ittnlnstt P-N 1686 -616 K-G 252 -521 #1111 C-N 4272 -1601 JN--I-II 2079 -775 JT Plate Chord JT Plate Chord s A s Fj C�. 4 No Size Shift Bite No Size Shift Bite c��T` r�J� N-D 1018 -319 414 970 [4) W5X8 S 1.50 [5] W6X8 S 1.75 O�:w••• •c�••••4 D-L 1094 -2808 [19] W4X8 1.50 R 1.50 [21] W5X5 S 1.50 Q •••`` • att�•• • [22] W5X5 1.50 R 2.00 [24] W2X6 S 3.25 v • • Purlins i• o. ;r'•64$ • • In lieu of structural panels or rigid ceiling use purlins a • to laterally brace chords as follows: I* : * _ *• Chord Spacing(in oc) Start(ft) End(ft) • : f TC 33 0.00 14.79 i TC 40 14.79 26.58 a�.0 •• ATE * •i�c g BC 75 0.00 9.02 • L- BC 46 9.10 12.96 ]O,c4•.FtOR\QP,•��v `'; BC 79 12.98 26.58 y6 ed.,-aCa........•• Apply purlins to any chords above or below fillersS \S at 24"OC unless shown otherwise above. #0 278" '4f► /4NA`- - twtnatwnNti 10/09/2018 "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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fbsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall havea progeny attached rapid ceiling Locations shown for ermanent lateral restraint of webs shall havebracinginstailed per BCI sections B3,B7 or B10 as applicable. Apply plates to each face,of truss and position as shown above and on te J01nDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN W COWAN, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wrt ig or cover page6750 Forum Drive listing this drawing indicates acceptance of oroTessionaengineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S�c.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • c Job Number. 613318B • Ply: 1 SEQN:892816 /T23 HIPS Gust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0803.48593 Truss Label: E53 JB / DF 10/09/2018 371287"9 13' 167" 21'4"7 26'4"4 297" 3,2"12 I 4'11"13 I 4,9"7 37" I 4'9"7 I 4,11"13 I 3,2"12 =4X8 =4X4 12 D E / 3 p r.,---4X4[4]. 1°�' :4x4fn] F in 1112x4 1112x4 in BB G 1 t-Li A 5 'f. tiff MMri '� C_H 3X4(A1) =4X4[3] =5X5(**) =5X6(" ) =4X4[18] =3X4(A1) 1---3' 1 237" - 3' --I 3'4"129'7"4 3'5"4 9'9" 3'4"12 I' 3'4"12 I 13' I 16'5"4 I 26'2"4 29'7" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.098 K 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.180 K 999 180 L 1340 /- /- /655 /430 /46 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 I - - I 1353 /- /- /655 /430 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL):0.063 I - - Wind reactions based on MWFRS Mean Height:25.20 ft L BrgWidth=5.5 Min Req1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 I Brg Width=5.5 Min Req= 1.5 p Bearings L&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.956 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.592 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 A-B 190 -407 E-F 646 -1788 Lumber Wind • B-C 248 -397 F-G 335 -398 C-D 647 -1807 G-H 315 -409 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C D-E 653 -1707 Bot chord 2x4 SP#2 member design. Webs 2x4 SP#3 Left and right cantilevers are exposed to wind Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on A-L 403 -170 J-I 1641 -604 member.Or 1x4'T'reinforcement.80%length of L-K 1725 -603 I-H 404 -279 web member.Same species&SRB grade or better, K-J 1716 -511 attached with 8d Box or Gun(0.113"x2.5",min.)nails @6"oc. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning L-C 971 -1966 F-I 973 -1988 requirements. 111q Plate Shift Table ,,``!S�►S Fi�i JT Plate Chord JT Plate Chord OV ••••• ��••• jy No Size Shift Bite No Size Shift Bite 4 •✓``V �•• • Qs [3] W4X4 2.25 R 1.50 [4] W4X4 1.75 L 1.75 V • �i [17] W4X4 1.75 R 1.75 [18] W4X4 1.75 R 1.50If / o. :/•648 St Purlins • In lieu of structural panels or rigid ceiling use purlins *• i / * _ �' a to laterally brace chords as follows: • • Chord Spacing(in oc) Start(ft) End(ft) : •• ATE • /`� :' TC 50 0.00 13.00 tS� ,s ••v „` TC 43 13.00 16.58 �� ora P • TC 50 16.58 29.58 ij O� '' OR •� `� BC 75 0.00 29.58 _'•.••ORint./ r •• Apply purlins to any chords above or below fillers N. at 24' OC unless shown otherwise above. #0 278 '� `s/ONAL t� 10/09/2018 "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 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fo'r safely actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have braacingg ins/elled per BCSI sections B3,B7 or B10, as applica0le. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the A,,,,,:10,,,;,,;, truss in conformance with ANSI/TPI 1,or for handling.shipping,installation and bracing of•trussesA seal on this dr wing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of rofessionar engineeringresponsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/1'P!1 5 .2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe org Orlando FL,32821 • r Job Number: 613318B Ply: 1 SEAN:892825 /T3 HIPS Gust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0803.51647 Truss Label: E54 Page 1 of 2 JB / DF 10/09/2018 3'2"12 , 8'2"1 13' I 16'7" , 21'4"15 I 26'7" 3'2"12 4'11"5 4'9"15 3'7" 4'9"15 5'2"1 4X8 =4X4 12 D E - T3 V ;4 C[4 ] =4X4j15] 1112X4 1112x4 to A (a) (a) V� t 1 3511 V so ,' =3X4(A1) 4X4[3] =5X6(**) =3X8 82 1114X6[18][18] F---3' 1 237" 1 3'4"12 , 9'7"4I 3'5"4 , 10'1"12 3'4"12 13' 16'5"4 26 7" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.103 I 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.189 I 999 180 K 1380 /- /- /666 /505 /64 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.032 H - - H 1042 /- /- /475 /398 /- Des Ld: 45.00 EXP:C KztNA - HORZ(TL): 0.060 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 25.20 ft TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.995 H Brg Width=- Min Req=- Bearing K is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.944 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.608 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 A-B 192 -406 D-E 757 -1887 Lumber Wind B-C 232 -396 E-F 756 -1974 C-D 750 -1929 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Bot chord 2x4 SP#2:B2 2x4 SP M-31: member design. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Left cantilever is exposed to wind Chords Tens.Comp. Chords Tens. Comp. Bracing A-K 402 -171 J-I 1835 -629 (a)Continuous lateral restraint equally spaced on K-J 1812 -727 I-H 1966 -826 member.Or 1x4'T'reinforcement.80%length of web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails Maximum Web Forces Per Ply(lbs) @ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Plating Notes K-C 992 -2064 F-H 875 -1991 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. tRtlfUrf,?grl Plate Shift Table NS .• FLEA;t, JT Plate Chord JT Plate Chord �V ••'• • ••`• No Size Shift Bite No Size Shift Bite 4 0�',\�' S ♦'+ -+ N. [3] W4X4 2.25 R 1.50 [4] W4X4 1.75 L 1.75 g ♦ / • [15] W4X4 1.75 R 1.75 [18] W4X6 1.50 R 3.00 , • • Purlins ; it k 0. ;1-•64 i In lieu of structural panels or rigid ceiling use purlins * �7 �' to laterally brace chords as follows: ; : • i Chord Spacing(in oc) Start(ft) End(ft) ? a �� E * # TC 48 0.00 13.00 s (4 Q TC 43 13.00 16.58 1, *. TC 47 16.58 26.58 "rig ♦ 't.0 R‘. :'�'' / BC 75 0.00 26.58 �i Ai.***•••••1•••••♦ Apply purlins to any chords above or below fillers % at 24"OC unless shown otherwise above. #0 278 494 O+Y At.t,A10S. ftslineutiantit 10/09/2018 **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,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oTherwisetop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applates to each face.oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build n Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN Iaw:AM%1 truss in conformance with ANS(ITTPI 1, or for handling,shiM' pping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessionar en ineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 613318B Ply: 1 SEQN:892825 /T3 HIPS Cust:R9353 JRef: 1 Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0803.51647 Truss Label: E54 Page 2 of 2 JB / DF 10/09/2018 Hangers/Ties Simpson Construction Hardware is specified based on the most current information provided by Simpson Strong-Tie.Please refer to the most recent Simpson Strong-Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated.Refer to manufacturer publication for additional information. Bearing at location x=26'4" uses the following support conditions:26'4" Bearing H (26'4",23'3")HTU26 Supporting Member:(1)2x6 SP#2 (20)0.148"x3.25"nails into supporting member, (11)0.148"x1.5"nails into supported member. t11UUurr(rytrri fi"S 0,* tq,:).-6' tt ` a. 648 • t Mfr Ij •ca•• #ATE (Q`+ e yj f • •w•.a••' #0 278 rrr +�tyrtrraltutu06�d 10/09/2018 "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,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ani SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracing installed per BCIsections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of 1TW Buildin omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of protessionar engineering responsibility solely for the design shovlin. The suitability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer perANSIITPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE:www.aipineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • t Job Number. 613318B I Ply: 1 SEQN:892821 /T4 HIPS Gust:R9353 JRef: 1WI193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Oty: 1 FROM:RCT DrwNo: 282.18.0803.53700 Truss Label: E55 JB / DF 10/09/2018 3'5"7 I 7315I 11' 1498I 187" I 2231 26'1"9 297" " _ " I " " " I_ I "357 319 381 398 398 381 3109 357 3 12 =7X66(") 1112X4 T2 =7X6(") T ,4X4 a F -4X04 c a -5-.-5X6[3] • ---z--5X6[201 B • • o H A in cam- 3X4(A1) tIP O N M L K IBJ -3X4(A1) 1114X4(") 5X6[4] 4X6 =7X8(") =4X6 -5X6[191 1114X4(") I-3' 1 237" 1 3'----1 3'1"13'11"6 3'8"1 4'1" 4'1" 3'8"1 311"6 3'1"1 3'1"1 I TO"7 I 10'8"8 I 14'9"8 I 18'10"8 I 22,6"9 I 26,5"15 I 297" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N• PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.212 E 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.384 E 722 180 p 2335 /- /- /- /827 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.031 C - - J 2335 /- /- /- /827 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.056 C - - Wind reactions based on MWFRS Mean Height:24.95 ft Code/Misc Criteria CreepFactor:2.0 P Brg Width=5.5 Min Req=2.0 NCBCLL:0.00 TCDL:4.0psf BldgCode: FBC 2017 RES Max TC CSI: 0.972 J Brg Width=5.5 Min Req=2.0 Soffit: 2.00 BCDL:3.0 psf Bearings P&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.977 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.795 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 1383-3886 E-F 1921 -5423 Lumber Loading C-D 1752-4946 F-G 1752 -4946 D-E 1921 -5423 G-H 1383 -3886 Top chord 2x4 SP#2:T2 2x6 SP#2: #1 hip supports 11-0-0 jacks W/2 panel TC and no Bot chord 2x6 SP SS Dense end vert. Webs 2x4 SP#3:W2,W12 2x4 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Left side jacks have 11-0-0 setback with 3-0-0 cant Chords Tens.Comp. Chords Tens. Comp. PlatingNotes and 0-0-0 overhang.End jacks have 11-0-0 setback with 3-0-0 cant and 0-0-0 overhang.Right side jacks 0-N 3863-1374 M-L 4747 -1683 (")5 plate(s)require special positioning.Refer to have 11-0-0 setback with 3-0-0 cant and 0-0-0 N-M 4747 -1683 L-K 3863 -1374 scaled plate plot details for special positioning overhang. requirements. Maximum Web Forces Per Ply(lbs) Plate Shift Table Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord P-B 760 -1964 E-M 316 -520 No Size Shift Bite No Size Shift Bite B-O 3522 -1238 F-L 380 -52 [3] W5X6 2.25 L 1.75 [4] W5X6 S 1.50 O-C 372 -888 L-G 1042 -354 [19) W5X6 S 1.50 [20] W5X6 2.25 R 1.75 tRgUtu niti C-N 1042 -354 G-K 372 -888 Purlins �L.p-� F /u�,��`'�4,,, 522 -1238 D-M 823 -288 H-J 3760 -1964 ‘S.,,In lieu of structural panels or rigid ceiling use purlins ••■•�'•1•�•. -'!� M-F 823 -288 to laterally brace chords as follows: O•+••,/",�rye•�••+ s Chord Spacing(in oc) Start(ft) End(ft) Q• • -r-ffffff v� '• TC 26 0.00 11.00 TC 33 11.00 18.58 7* a TC 26 18.58 29.58 �, •„ BC 77 0.00 29.58 • y�-�I// • Apply purlins to any chords above or below fillers 3 * e * • * " at 24' OC unless shown otherwise above. - ; + ,a` §tATE a b. .:6.44., ij�i Wind • Wind loads and reactions based on MWFRS. . h`.•/O� ,V Left and right cantilevers are exposed to wind '%,,'.-� •••.+�mit ..•.1.•4\-"ria #0278 ,�,, 0NA\= Yds 10/09/2018 **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,handlingg shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)fb'safety ractices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 4 attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections$3,B7 or 810, as applicable. Appplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE I . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Compon nts Group Inc.shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI1TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro-fessionar engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinsLorg;SBCA: www.sbcindustry.com;ICC:www.iccsafe.org Orlando FL,32821 • • Job Number. 6133186 Ply: 2 SEAN:892909 /T21 SPEC Cust:R9353 JRef: 1W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0803.59230 Truss Label: G56 2-PLY Page 1 of 2 JB / DF 10/09/2018 I 5 5 2 Complete Trusses Required 25'8"5 3'5"3 T2"4 i 11' 14'9"8 187" 21'1"1 24' 1'8"527'8"11 29'9" 31'11"II7 35'4"8 I 3'S"3 I - 3'9"1 - ' 39"12 '1~- 3'9"8 3'9"8 2,6"12 2'10"4 I 2'0"5� 2'0"13 2'1"18 3,5"1 t- 3 7X88(••) III3X8 =7XF8 T T1 C'�1 G 1118X10(") 1116X10(") ;5X63 •�• H I J K =4X634 � ib 13� A ![ ®VitI�.I I�I�I11111A1117-` ',Lid L ] TS M 1.811° 1 _�.. ... .. .. /:./ - Iii- -�li� - - - 1 3X4(A1) 1113X4(') W =7X(") =6X12 T =H0710(") R Q P 1116X8 1113X4 [351-3X4(A1) I-3' 1 29'4"8 * 3'--{ I 3'1„4 , 3'9" , 3'10"4 I 4'1" , 310" , 2'9"12 , 2'10"12, , 2'0"51 , 2'0"13 3'2"12 , 3'1 4 6'10"4 10'8"8 14'9"8 18'7"8 21'5 4 24'4" I 1 8"1[1 281 F 1'11"13 32'1" 2 35'4"8 26'0"Y3 30'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.297 S 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.535 S 648 180 X 3715 /- /- /- /1395 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.052 N - - N 3300 /- /- /- /1344 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.095 N - - Wind reactions based on MWFRS Mean Height:24.95 ft X BrgWidth=5.5 Min Req1.5 NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 N Brg Width=5.5 Min Req= 1.5 Bearings X&N are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.976 RepFactors Used:No Max Web CSI: 0.883 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.54 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 1309 -3496 G-H 2571 -6652 Lumber Plating Notes - ' -- C-D 1744 -4608 H-I 2914 -7414 D-E 2099 -5494 I-J 2499 -6230 Top chord 2x8 SP SS Dense:T1,T5 2x4 SP SS All plates are 6X8 except as noted. E-F 2096 -5490 J-K 1782 -4302 Dense: (")6 plate(s)require special positioning.Refer to F-G 2214 -5782 K-L 960 -2283 Bot chord 2x6 SP SS Dense scaled plate plot details for special positioning Webs 2x4 SP#3:W2 2x4 SP#2: requirements. Maximum Bot Chord Forces Per Ply(lbs) Nailnote Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails JT Plate Chord JT Plate Chord X-W 489 -151 S-R 7649 -3003 Top Chord:1 Row @12.00"o.c. No Size Shift Bite No Size Shift Bite W-V 3485-1307 R-Q 6442 -2577 Bot Chord:1 Row @12.00"o.c. [3] W5X6 2.50 L 1.75 [34] W4X6 2.50 R 1.75 V-U 4480-1705 Q-P 4610 -1905 Webs :1 Row @ 4"o.c. [35] W3X4 S 2.25 U-T 5621 -2150 P-O 2429 -1025 Use equal spacing between rows and stagger nails T-S 6400-2472 in each row to avoid splitting. Wind (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON Wind loads and reactions based on MWFRS. Maximum Web Forces Per Ply(lbs) THE BOTTOM CHORD ONLY. Left and right cantilevers ar C /ice/u'v Webs Tens.Comp. Webs Tens. Comp. Special Loads ,`��5 FLEA X-B 639 -1612 H-R 369 -977 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) V e••en •••• B-W 2998 -1134 R-I 1259 -436 TC:From 61 plf at 0.00 to 61 plf at 35.37 OO ✓. `ir s.••• . W-C 323 -781 I-Q 327 -886 BC:From 30 plf at 0.00 to 30 plf at 35.37 ? V7' C-V 1141 -429 Q-J 1962 -720 TC: 458 lb Conc.Load at 11.03 • TC: 205 lb Conc.Load at 13.06,14.79,16.52 -U 1234 -475 J-P 513 -1937 ' F F TC: 13 lb Conc.Load at 27.73 I . O. •I• • -T 1210 -427 P-K 2317 937 • T-G 395 -956 K-O 418 -939 TC: 29 lb Conc.Load at 29.76 • BC: 711 lb Conc.Load at 11.03 1* ; ( 'I * G-S 644 -250 O-L 2198 905 BC: 155 lb Conc.Load at 13.06,14.79,16.52 = 1, ATE S-H 552 -1293 L-N 618 -1449 BC:1124 lb Conc.Load at 18.52 li% • I •+tC"t BC: 428 lb Conc.Load at 26.65 •• tv BC: -18 lb Conc.Load at 27.73 �i�(� •• /�� `O�•••a�!�� BC: -25 lb Conc.Load at 29.76 y1 kL�.••. 2R •+' #0278' � O ll--� 10/09/2018 "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 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f�'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rod ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins/ailed per BCI sections B3,B7 or 810, as applicable. Applates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the desi n shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1'P!1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318B Ply: 2 SEQN:892909 /T21 SPEC Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0803.59230 Truss Label: G56 2-PLY Page 2 of 2 JB / DF 10/09/2018 Purtins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) IC 51 0.00 11.00 TC 72 11.00 18.58 TC 62 18.58 24.00 TC 57 24.00 29.79 TC 69 29.79 35.37 BC 82 0.00 35.37 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. 1lttiffisiw. �N 4,00,Slic% S 4 C),(I\'1.,/ 1 ' . 7.. \ o.6 64$ r : * - �. . /* 4/ ; % `a ATE ` e (,, Z " ".saw•*•�� SJO N At04 41. #0 278 4j, kNuw rt+ urrllN11 10/09/2018 "'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,handlingshipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall havebracinginstalled per BCSI sections 53,B7 or B10, as applicable. Appplates toto each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildin Components Group Inc.:shall not be responsible for any deviation from this drawinapy failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawingvor cover page_, 6750 Forum Drive listing this drawing indicates acceptance of proTessfonar engineering responsibility solely for the design sho n. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 613318B Ply: 1 SEAN:892862 /T5 SPEC Cust:R9353 JRef: 1W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0804.01057 Truss Label: H57 JB / DF 10/09/2018 3'4"8 8'11" 16'9"8 F- H 3'4"8 I 5'6"8 I 7'10"8 312 . -5C5 Tss4X4 o_ B :4, 1112X6(") IN t: D 1 A — — T • r 3"14 • 3X4(A1) F E =6X6(") III 2X4 I-- 3' 1 13'9"8 - 3'2"12 5'6"8 8'0"4 3'2"12 I 8'9"4 16'9"8 - i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# ' Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.025 E 999 240 LOG R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.050 E 999 180 F 941 /- 1- /467 /311 /36 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 E - - D 600 /- /- /270 /159 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.013 E - - Wind reactions based on MWFRS Mean Height:24.69 ft Code/Misc Criteria CreepFactor:2.0 F Brg Width=5.5 Min Req= 1.5 NCBCLL: 10.00 TCDL:4.0 psf D BrgWidth=- Min Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.998 Req=- BCDL:3.0 psf Bearing F is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.594 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.450 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 A-B 383 -380 C-D 402 -1088 Lumber B-C 395 -1070 Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens_ Comp. Plating Notes A-F 379 -345 E-D 1000 -333 (")2 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning requirements. Webs Tens.Comp. Webs Tens. Comp. Purlins F-B 425 -796 B-E 1181 -543 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 61 0.00 8.92 TC 47 8.92 16.79 BC 75 0.00 16.77 _)S F n�tArr Apply purlins to any chords above or below fillers iC ttt... at 24' OC unless shown otherwise above. O� ,••••i •••• y#' Hangers/Ties Q •,N)• S�•••.s (J)Hanger Support Required,by others • o. :(•648 ••• Wind Wind loads based on MWFRS with additional C&C '* i * • • member design. e • ; Left cantilever is exposed to wind C 4)%'.. ATE 9 •+ #0 278 �'ssrAp i mailluito 10/09/2018 "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 shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint"Detalls, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponents GroupInc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TRI 1,or for handlig,shipping,installation and bracing of trussesA seal on this drawing or cover pafge 6750 Forum Drive listing this drawing,indicates acceptance of oro7essionar engineering responsibility solely for the design shown. The suability and use of this dawing for any structure is the responsibilit9'of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineiiw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318B Ply: 1 SEAN:892912 /T36 SPEC Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 4 FROM:RCT DrwNo: 282.18.0804.02333 Truss Label: H58 JB / DF 10/09/2018 3'4"8 811" 14'5"8 1 15'3" 3,4"8 I 5'6"8 I 5'6"8 9"8 3 ✓ ar 4X40*') ( T 41.• o =484 1113X40 E co N A al 1 A B -� 'T 31,. 1 3X4(A1) 11 GF 1112X4 =4H8 1112X4[10] F- 3' j 12'3" j 3'712 5'8"4 5'8"4 — 3'2"12 + 8'11" + 14'7"4 7"12 153" --- Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lif NA Cs:NA VERT(CL): 0.069 H 999 180 I 877 /- /- /447 /300 /47 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.007 E - - F 527 /- /- /236 /137 /- Des Ld: 45.00 EXP.C Kzt. HORZ(TL): 0.014 E - - Wind reactions based on MWFRS Mean Height:24.69 ft I BrgWidth=5.5 Min Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 F Brg Width=- Min Req=- Bearing I is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.262 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.367 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 B-C 346 -872 C-D 350 -871 Lumber Top chord 2x4 SP#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 SP SS Dense Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3 I-B 414 -726 H-D 716 -249 Plating Notes B-H 963 -473 D-G 258 -485 (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [10] W2X4 S 2.50 Purlins IflIlfUftgj In lieu of structural panels or rigid ceiling use purlins i as � ��i to laterallybrace chords as follows: v- .••'t"111••• Chord Spacing(in oc) Start(ft) End(ft) ® �,i�fiys••+f TC 72 0.00 8.92 Q +a•L /x �`'*+ N. TC 68 8.92 15.25 4 • BC 75 0.00 15.25 4 •+ • Apply purlins to any chords above or below fillers . oi eQ at 24"OC unless shown otherwise above. ; �' V i Hangers/Ties • • (J)Hanger Support Required,by others t.g :: ATE /C' Wind ' +• !C Q"+'+�(��: Wind loads based on MWFRS with additional C&C 4y�1E`�+`+ �OR,O•'�r���.t• member design. p�i •''•"'.• V d�' Left cantilever is exposed to wind #0 278 % g, °N At " 10/09/2018 "'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,shipping,installing:and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safty actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10' as applicable. Applplates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer toALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildin Components Group Inc.:shall not be responsible for any deviation from this drawing,any failure to build the AN,^,,,o,,,A,,,. truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pae6750 Forum Drive listing this drawing indicates acceptance of oresponsibility solely for the desi n shown. The suit-ability and use of this drawing, for any structure is the responsibility of the Building Designer pe ANSI!TPI 1 Sgec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.aipineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org • • Job Number. 6133186 Ply: 1 SEON:892858 /T12 HIPM Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM RCT DrwNo: 282.18.0804.03737 Truss Label: H59 JB / DF 10/09/2018 3'4"8I 7'8"8 I 12'3" I 16'9"8 3'4"8 4'4" 4'6"8 4'6"8 3 =5X6 it 12X4 :---4X4 C D E ;4X4 / 8 - T B - io Ill y�I. 1N 3114 A �' Y 3X4(A1) III 2X4, m5X5(**) =3X10 2X4[14] F 3' 1 13'9"8 i 3'2"12 4'5"12 4'6"8 4'6"8 3'2"12 I 7'8"8 I- 12'3" I 16'9"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N' PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.031 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.058 D 999 180 I 942 /- /- /499 /363 /88 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 E - - F 599 /- /- /268 /221 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL):0.009 E - - Wind reactions based on MWFRS Mean Height:24.54 ft I BrgWidth=5.5 Min Req1.5 NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.999 F Brg Width=- Min Req=- p Bearing I is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2014 Max BC CSI: 0.348 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.413 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 A-B 379 -369 C-D 369 -995 Lumber Wind B-C 362 -985 D-E 369 -994 Top chord 2x4 SP#2 Wind loads based on MWFRS with additional C&C Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 member design. Webs 2x4 SP#3 Chords Tens.Comp. Right end vertical exposed to wind pressure. Plating Notes Deflection meets U240. H-G 923 -433 el 1 plate(s)require special positioning.Refer to Left cantilever is exposed to wind scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table I-B 423 -790 G-E 1069 -426 B-H 1084 -484 E-F 255 -539 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [14] W2X4 S 2.75 Purlins tntrt In lieu of structural panels or rigid ceiling use purlins r��tf+1r4..4 to laterally brace chords as follows: s S F "�! if�� Chord Spacing(in oc) Start(ft) End(ft) .. •••., r' TC 69 0.00 7.71 t�Q •••so � 5 •••4 iti, � 4' TC 68 7.71 16.79 J V�• BC 75 0.00 16.79 + • Apply purlins to any chords above or below fillers I f` ,�j •� at 24"OC unless shown otherwise above. v ArtJ. • t • !j • I ; * c Hangers/Ties ...... * J /* (J)Hanger Support Required,by others a ATE ,,4 ;,` i i OF 1'r'1, �I* .•.0 OR\?r•*`� ��.44/ . � *• *Ns s•rr #0 278'`'Iai,`v`�'jD1VA��� a'P 10/09/2018 **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 shipping,installing.and bracing..Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)f6'rsafe y practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracin insalled per BCSI sections$3,B7 or 810, as applicable. Applplates to each face,oftrussand position as shown above and on te Joinf Details, unless noted otherwise. Refer to /1 LPI NE drawings 160A-Z for standard plate positions. ..i Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinstorg;SBCA: w . wwsbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 6133186 Ply: 1 SEQN:892915 /T7 HIPS Gust:R9353 JRef: 1W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0804.05063 Truss Label: H60 JB / DF 10/09/2018 3'3"8 7' 10'10" 14'6"8 15'1" I' 3'3"8 I 3'8"8 I 3'10" I 3'8"8 18"8 3 12 w 5CX6 1114X6(**) T ;3X4111. iii 3X4 B E F o N A 17 10 1 Fli : = : / 3X4(A1) III X4 =3X4 =3X8 1112X4[14] I- 3' 1 12'3" i 3'1"12 3'1 0"4 3'8"4 4' F3'1"12 I 7' I 10'8"4 14'8"4 6"1 15t" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.023 D 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.041 D 999 180 K 654 1- /- /- /245 /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.002 C - - G 363 /- /- /- /136 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL):0.004 C - - Wind reactions based on MWFRS Mean Height:24.45 ft NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 K Brg Width=3.5 Min Req= 1.5 TCDL:4.0 psf G Br Width=- Min R Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.365 g e4=- TPI Std: 2014 Max BC CSI: 0.423 Bearing K is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.196 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): — Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 A-B 404 -162 D-E 204 -523 Lumber Loading C-D 169 -468 Top chord 2x4 SP#2 #1 hip supports 7-0-0 jacks at left end and 4-5-0 jacks Maximum Web Forces Per Ply(lbs) Bet chord 2x4 SP#2 at right end.Jacks have 2 panel TC and no end Webs Tens.Comp. Webs Tens. Comp. 2x4 SP#3 vertical. Plating Notes Left side jacks have 7-0-0 setback with 3-0-0 cant K-B 254 -506 I-E 443 -167 and 0-0-0 overhang.End jacks have 7-0-0 setback B-J 515 -187 (")1 plate(s)require special positioning.Refer to with 3-0-0 cant and 0-0-0 overhang.Right side jacks scaled plate plot details for special positioning have 4-5-0 setback with 0-0-0 cant and 0-0-0 requirements. overhang. Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [14] W2X4 S 2.50 Purlins �� t In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: %\ Chord Spacing(in oc) Start(ft) End(ft) ��*•„■ .•�• ��I TC 75 0.00 7.00 n■ '(/ TC 46 7.00 10.83 Q •00 C•••• TC 55 10.83 15.25 •s ■ BC 75 0.00 15.25 it Apply purlins to any chords above or below fillers Q, :(•64q ■ at 24"OC unless shown otherwise above. : • ■ ■ Hangers/Ties - S • e ■ (J)Hanger Support Required,by others 3, ATE t ;■o Wind $��••..�� ,0 •••a�� Wind loads and reactions based on MWFRS. �y��n •.•�R..• cl * , Left cantilever is exposed to wind #0 278 4;yy s/ONAL G� , ' WtutN1a11Ntu- 10/09/2018 ""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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building CComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ,�r,n,,o�,Pµ, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wing or cover page,. 6750 Forum Drive listing this drawing,indicates acceptance of prooessionaff engineeringresponsibility solely for the desi n shown. The suitability and use of this awing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sdc.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number. 6133186 Ply: 1 SEQN:892848 /T13 EJAC Gust:R9353 JRef: 1 W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty 5 FROM:RCT DrwNo: 282.18.0804.06420 Truss Label: EJ61 JB / DF 10/09/2018 3'2"12 11' 3,2"12 I 79"4 C • 3 12 7, TI T NI- 1112X4 m B o1 0 CN in 314 Awell 11 3X4(A1) '''E D 1112X4 F 3' I 3712 7'9"4 I 3'2"12 I 11' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.079 E 511 240 Loc R+ /R- I Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):-0.146 E 999 180 E 719 /- /- /406 /268 /134 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 C - - D 123 /- /- /66 /5 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.034 B - - C 195 /- /- /68 /138 /- NCBCLL:10.00 Mean Height:24.95 fl Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf E BrgWidth=5.5 Min Re 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.930 q= TPI Std: 2014 Max BC CSI: 0.325 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.200 Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber B-E 342 -485 Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 11.00 BC 75 0.00 11.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C ttnrt member design. .',`�1ri�7�+ rufegt/y Left cantilever is exposed to wind 0p.. VF rtioi, Additional Notes �•'•`�E Se* * y Provide(2)0.131"x3.0",min.toe-nails at top chord. a hfr �•� �/ Provide(2)0.131'X3.0",min.toe-nails at bottom chord. I • • a x'♦ I Aa. 648 / * " a* ; /* t T. .; •• ATE O/F i cc e #0 278�it v/0NA . .\7~ s, 10/09/2018 "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 shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. th Unless noted oerwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached mid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing an failure to build the µ w y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of oro-fessionar engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number. 613318B Pty: 1 SEAN:892854 /T30 EJAC Gust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 4 FROM:RCT DrwNo: 282.18.0804.08013 Truss Label: EJ62 JB / DF 10/09/2018 711 I 75" H 7 6'10" 12 C 3 ✓ '. 4X4 v AB o ih T PPomai �j�h G F =4X4 ED 1112X6 F5 4 5'10"12 I 1'1" -1 5 6'4" 7'5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.028 A 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL):-0.036 A 999 180 G 336 /- /- /154 /107 /91 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 A - - D 155 /- /0 /82 /3 /0 Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.011 A - - C 205 /- /- /74 /150 /- Mean Height:25.39 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf G Brg Width=- Min Req=- Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.355 C Brg Width=1.5 Min Req=- Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 7.42 BC 75 0.00 7.42 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers I Ties (J)Hanger Support Required,by others UltesrI Wind F/ '�WiqWind loads based on MWFRS with additional C&C `' fmember design. /Stilie.‘cti *;Additional Notes Sc ' • Provide(2)0.131"x3.0",min.toe-nails at top chord. • : ( • • o. : .648 Provide(2)0.131"x3.0",min.toe-nails at bottom chord. • ie E • • i _A_ i * IS a S • 4ss ATE • ;'ct; g 9 • s 40.4 ao 27s��. s/0NAI E� 41* !-"!'uwt+eauuutw`�1'�' 10/09/2018 **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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fbr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rl id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawinany failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing,indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number. 6133188 Ply: 1 SEAN:892865 /T20 MONO Gust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0804.09287 Truss Label: EJ63 JB / DF 10/09/2018 r 3'10"5 6'1192 7'5" I 7" I 3'3"5 3'1"7III15•� 3 2 2XD E D al \04X4171[7] 4X6 • qB Vo ih T ONO N iralliVILIL-1111111 so 1112X6(5) 1114X8 1114X6[10)[0) A 7'5" ` 31"8 I 32"12 5" 3'6"12 6'9"8 7,8 I-5-;"4 17,5.1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.037 H 999 240 Loc R+ I R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.065 H 999 180 J 1235 /- /- /- /423 /62 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 E - - F 1124 /- /- /- /402 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.013 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:25.39 ft Code I Misc Criteria Creep Factor:2.0 J Brg Width=- Min Req=- TCDL:4.0 psf F BrgWidth=- Min Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.940 Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.977 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.661 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): B-C 633-1787 Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 Lumber - Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#2 Chords Tens.Comp. Bot chord 2x6 SP#2 H-G 1562 -499 Webs 2x4 SP#3 Special Loads Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC:From 61 plf at 0.00 to 61 plf at 7.42 B-I 388-1009 H-C 1051 -267 BC:From 15 plf at 0.00 to 15 plf at 7.42 B-H 1734 -606 C-G 598 -1763 BC: 600 lb Conc.Load at 1.48,3.48,5.48 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W2X6 S 4.00 [7] W4X4 S 1.75 [10] W4X6 1.50 R 4.00 11M1 11.1/944,4 Purlins pS FLEA,,frh,r� In lieu of structural panels or rigid ceiling use purlins �N.)„NNSN.70" .i�},'S•• ���Yljf� �i to laterally brace chords as follows: V •• '•+ 4. Chord Spacing(in oc) Start(ft) End(ft) .' L:' $ TC 48 0.00 7.42 w BC 89 0.00 7.42 **Ci • Apply purlins to any chords above or below fillers a : O / / , I at 24"OC unless shown otherwise above. : /* : .* Hangers/Ties p ; $ (J)Hanger Support Required,by others .�1+; 1ATE •+•� ,� Wind �''�•y0ic`''•-�.�`�OR�p�'.•��C'a, Wind loads and reactions based on MWFRS. '~ `•-• -•' �� �1r� #0 278 ` 6'/ONAl�, .\%\ J 10/09/2018 "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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach€d rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have braacingp installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each faceor truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page•, 6750 Forum Drive listing this drawing indicates acceptance of roTessionar engineenng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number. 613318B Ply: 1 SEQN:892929 /T18 EJAC Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 3 FROM:RCT DrwNo: 282.18.0804.10797 Truss Label: EJ64 JB / DF 10/09/2018 3'1"127' 7 3'1"12 3'10"4 3 i___--- C III2X4 T T B v So - �W 113) fV A ■ i i ■ 11 3X4(A1) "E 0 III ii I- 3' H 3'1"12I 3'10"4 FH 3'1"12 7' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.129 E 306 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.225 E 175 180 E 599 /- /- /365 /244 /84 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.033 C - - D 30 1-5 /- /38 /21 /- EXP:C Kzt:NA HORZ L: 0.060 C - - C 79 /-21 /- /15 /58 /- Des Ld: 45.00 Mean Height:24.45 ft ) NCBCLL:10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:3.0psf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 E Brg Width=3.5 Min Req= 1.5 TPI Std: 2014 Max BC CSI: 0.226 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.141 Bearing E is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 7.00 BC 75 0.00 7.00 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C IRiiiflyt member design. C, «,t1 � Left cantilever is exposed to wind � /a s.;47,464 r;i41 Additional Notes ® sp".` CC S�'*s y Provide(2)0.131"x3.0",min.toe-nails at top chord. i' �,! Provide(2)0.131'x3.0",min.toe-nails at bottom chord. i /• a ; 0. 648 j, ;. * g - * : , ,* 4,./' : * . t -®7. �.. §LATE •; ct R "1 .....-...... V� 414. ` �/ONAL #0278 4 ,4,4 u W �i► +4tteiue3„10' 10/09/2018 '"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,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for iDermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applica!Ae. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITV Buildin Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the ,,-„_o,,,,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drewing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.g Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbandustry.com;ICC: www.iccsafe.org • Job Number: 613318B Ply: 1 SEQN:892831 /T15 EJAC Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C8C)347 7TH ST. DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0804.13173 Truss Label: EJ65 JB / DF 10/09/2018 3'2"12 57" I 3'2"12 I 2,4"4 12 3 C 1112X4 1,1 T T0 A N + 511,A11111111.1111 i 1 3X4(A1) =�E D 1112X4 I— 3' 1 3'2"12I 2'4"4 I 3'2"12 5'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.169 E 239 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.306 E 132 180 E 640 /- /- /405 /274 /66 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.043 C - - D - 1-79 /- /59 /68 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.079 C - - C 13 /-85 /- /31 /66 /- NCBCLL: 10.00 Mean Height:24.27 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf E Brg Width=5.5 Min Re 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.555 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.471 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.173 C Brg Width=1.5 Min Req=- FT/RT/PT:20 /5 2/4 Bearing E is a rigid surface. 0 0 Loc.from endwall:not in 9.00 ft ( ) ( ) ( ) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 69 0.00 5.58 BC 67 0.00 5.58 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cfltltetlfuit ,044 member design. , s Ftt '�lry Left cantilever is exposed to wind ,,�s+� ��g Additional Notes 4014 .00•\�\v7 �,G. s'c.'*w-Y Si ‘ Vti se Provide(2)0.131"x3.0",min.toe-nails at top chord. a ,- Provide(2)0.131"x3.0",min.toe-nails at bottom chord. : • li fci O 8 • �/ � I �k • a .00 . MATE f t .R #0278 4'4°/0 NAL' o/r 10/09/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handlingshipping installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)Mir safetyPpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drewin any failure to build the truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSIfrPI 1 Sgec.2. Suite F 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number. 6133186 1 Ply: 1 SEQN:892828 /T22 MONO Gust:R9353 JRef: 1 Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0804.15927 Truss Label: EJ66 JB / DF 10/09/2018 12 3 L___-- 1112X4iI 3X3 T i ' i.i 1 .► C III 3X4[6][6] 1112X4[3] I- Z7" ,i 2'7" I 2'7" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PST) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 B 999 240 Loc R+ I R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 B 999 180 D 848 1- /- /- /323 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 A - - C 428 /- /- /- /163 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL):0.000 A - - Wind reactions based on MWFRS Mean Height:24.64 ft Code I Misc Criteria CreepFactor:2.0 D Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.115 C Brg Width=- Min Req=- BCDL:3.0 psf Bearing D is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.657 RepFactors Used:Yes Max Web CSI: 0.042 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 61 plf at 0.00 to 61 plf at 2.58 BC:From 30 plf at 0.00 to 30 plf at 2.58 BC:1042 lb Conc.Load at 0.77 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [3] W2X4 S 2.25 [6] W3X4 S 2.25 IIf hIflNt Purlins j\S L.61,4 ��� In lieu of structural panels or rigid ceiling use purlins `fitt.� !(� ��i to laterally brace chords as follows: V\`'••"""�' •+.• ./L�L Chord Spacing(in oc) Start(ft) End(ft) ,•' \GE S�'+,. l TC 32 0.00 2.58 3 j' ti/ • $ BC 31 0.00 2.58 • , Apply purlins to any chords above or below fillers : ; At at 24"OC unless shown otherwise above. a : O �f • C Hangers/Ties 3 * i / l* , ! * = + x (J)Hanger Support Required,by others L• SAT E +Q �Q • � S Wind • {'i • Ai+ �G/ „. Wind loads and reactions based on MWFRS. $ ",'.• C Q R\Q.*�` r��� #0 278 �'`S,S/°N A`ti gar 10/09/2018 **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 shippinginstalling.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)f/r safety ractices prior to performing these functions. Installers shall provide temporary bracing per BCSI._Unless noted o herwise,top chord shall have properly attached structural sheathing and bottomhord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSISsections 53,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE rawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the coucun truss in conformance with ANSITT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.icrsafe.org Job Number. 613318B Ply: 1 SEQN:892844 /T2 HIP_ Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 3 FROM:RCT DrwNo: 282.18.0804.19000 Truss Label: HJ67 JB / DF 10/09/2018 4'8" 8'4"5 15'5"15 4'8" I 3'8"5 I 7'1"9 12 D T 2.12 0 : I 3X4 Ci (V 1114X63][3] - ii o m 3X4(A3) los A 1! rm 3X4(A3) III 2X4("1 1114X6[][4] =5X5 E 1- 4'2"3 H 4'5"4I 3'7"9 6'T'13 I 9"5 1 4'5"4 8'0"13 14'8"10 15'5 15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.047 H 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.084 H 641 180 H 991 /- /- /- /440 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 C - - E 556 /- /1 /- /127 /0 Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.006 C - - D 253 /- /- /- /167 /- NCBCLL:0.00 Mean Height:24.94 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS H Br Width=7.8 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 E Brg Width=1.5 Min Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.945 g =- S Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.941 B Brg Width=rigid1. Min Req=- p 9� Bearing H is a surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - - Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 1153 -617 B-C 243 -887 Top chord 2x4 SP SS Dense The following members need concentrated loads at Bot chord 2x6 SP#2 the heel:0-0-0 span/setback member on the 2-11-8 Bot Chord Forces Ply(lbs) Webs 2x4 SP#3 cant side requires 104 lbs and the 0-0-0 Maximum Bo.Tens.Comp. Forces Per Tens. Comp. member on the 2-11-8 cant side P• Plating Notes requires 104 lbs. A-H 594 -1116 G-F 914 -294 (")1 plate(s)require special positioning.Refer to Sub-fascia beam assumptions:0-0-0 sub-fascia beam H-G 536 -981 scaled plate plot details for special positioning on the 2-11-8 cantilever side.0-0-0 sub-fascia beam requirements. on the 2-11-8 cantilever side. Hipjack supports 10-11-8 setback jacks.Jacks up to Maximum Web Forces Per Ply(lbs) Plate Shift Table 7'have no webs.Longer jacks supported to BC. Webs Tens.Comp. Webs Tens. Comp. JT Plate Chord JT Plate Chord 2-11-8 cant one face,2-11-8 cant opposite face. H-B 375 -867 C-F 300 -933 No Size Shift Bite No Size Shift Bite [3] W4X6 S 1.75 [4] W4X6 S 1.50 B G 1905 -799 Purlins In lieu of structural panels or rigid ceiling use purlins ' ^S Fq�to laterally brace chords as follows: �,.T'` SChord Spacing(in oc) Start(ft) End(ft)TC 74 0.00 15.49 , tflIftfluujgu, +•* G �•* y BC 75 0.00 15.49 • �// • Apply purlins to any chords above or below fillers {# :1 648 at 24"OC unless shown otherwise above. a i O., 1 Wind 7* ! * Wind loads and reactions based on MWFRS. = = Left cantilever is exposed to wind ;SATE +•Q g Additional Notes •' 7C`L `�P.' 1Cr Provide hanger or special connection at top chord. �'.��� +•.., �.* a`�, Provide hanger or special connection at bottom chord. 4? #0 278 '%,,y/o N a.110- 10/09/20 t u 10/09/201 K "'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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)Tn.safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have braacin installed per BCI sections B3,B7 or B10, as applicable. Applates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin CComponnts Group Inc.shall not be responsible for any deviation from this drawino any failure to build the u wcou n truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this dr wr g or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineering responsibilitysolely for the design shown. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.corn;TPI: www.tpinst.org;SBCA: www.sbcindustry.corn;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 613318B Ply: 1 SEQN:892923 /T16 HIP_ Gust:R9353 JRef: 1 Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST DUVAL CTY Qty: 2 FROM:RCT DrwNo: 282.18.0804.20537 Truss Label: HJ68 JB / DF 10/09/2018 4'6"6I 9'10"1 F4'6"6 5'3"11 2.12 12 C 3X4 T B N voi O A N •111 gill 3X4(A1) ! F =5X5 E D III:.,) _ 4'2"3 1 4'4"10 4'5"1111"17 4,4"10 { 8'10"5 —{— 9'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N• PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.095 F 556 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.161 F 326 180 F 669 I- /- /- /348 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 B - - D 42 /-78 /- /94 /- /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.015 B - - C 133 /- /- /- /73 /- NCBCLL:0.00 Mean Height:24.44 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS F Brg Width=4.9 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.754 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.986 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.335 Bearing F is a rigid surface. Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber A-B 994 -574 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins A-F 548 -953 F-E 496 -868 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) Maximum Web Forces Per Ply(lbs) TC 75 0.00 9.84 Webs Tens.Comp. Webs Tens. Comp. BC 67 0.00 9.84 F-B 360 -588 B-E 879 -502 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading The following members need concentrated loads at tlttsiAttetyt4 the heel:0-0-0 span/setback member on the 2-11-8 S FLt �ir��, cant side requires 103 lbs and the 0-0-0 `` i ��i�r span/setback member on the 2-11-8 cant side V�.••"`' '••. A, ;s requires 103 lbs. �,.'` 9E se.,;:. 4s Sub-fascia beam assumptions:0-0-0 sub-fascia beam 1/ on the 2-11-8 cantilever side.0-0-0 sub-fascia beam ./ . /aa I • on the 2-11-8 cantilever side. a a. 648 Hipjack supports 6-11-8 setback jacks with 2-11-8 E ; • I cantilever one face;2-11-8 cantilever opposite face. ii * ; , * : * I Wind ii _ ", SATE ;*Q Wind loads and reactions based on MWFRS. . ** �••o�4,, „f- Left „ Left cantilever is exposed to wind %.0��'••. L 0 R\I"•.• e� Additional Notes '�i v Provide(2)0.131"x3.0",min.toe-nails at top chord. #0 278 ���fvyt�I+Y��tt� Provide(2)0.131"x3.0",min.toe-nails at bottom chord. 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety actices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall havebracingInstalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face.oft truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_CCompon nts Group Inc.shall not be responsible for any deviation from this drawin an�gfailure to build the H,,Cuo.NY truss In conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawi or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of moTesslona engineering responsibility solely for the design sho wg n. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindust com;ICC: www.iccsafe.or Orlando FL,32821 1 9 P 9 P iP 9: rY 9 • Job Number. 613318B Ply: 1 SEAN:892836 /T14 HIP_ Gust:R9353 JRef: 1 W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0804.21770 Truss Label: HJ69 JB / DF 10/09/2018 4'7"13I 7'10" 4713 32"3 2.12 - C =384 .� I 59 yam --r-- A ..0011. — I 3X4(A1) =5X5 ED F 1112X4 F 4'2"3 1 4'6"1I 2'7"13 8"2 F4'6"1 7'1"14 ' 7'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.068 F 795 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.114 F 475 180 F 594 /- 1- /- /317 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 B - - D - /-169 1- /111 /- /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.009 B - - C 16 /- /- /- /12 /- Mean Height:24.26 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL:0.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.484 F Brg Width=7.8 Min Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.883 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.307 C Brg Width=1.5 Min Req=- Loc.from endwall:NA FT/RT/PT:20(0)/5(2)/4(0) Bearing F is rigid surface. Members nott listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.33 — WAVE VIEW Ver:17.02.02A.1213.21 Chords Tens.Comp. Lumber A-B 788 -439 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Purlins A-F 417 -753 F-E 371 -675 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Maximum Web Forces Perlbs Chord Spacing(in oc) Start(ft) End(ft) Ply(lbs) TC 75 0.00 7.83 Webs Tens.Comp. Webs Tens. Comp. BC 75 0.00 7.83 F-B 324 -552 B-E 703 -386 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Loading The following members need concentrated loads at the heel:5-6-8 span/setback member on the 2-11-8 �• RS �j�.4�iff4 cant side requires 64 lbs and the 5-6-8 span/setback �j' LC ♦♦♦''' member on the 2-11-8 cant side requires 64 lbs. es. ...... 8$".. •♦.y�' Sub-fascia beam assumptions:5-6-8 sub-fascia beam V +♦0 $•. • on the 2-11-8 cantilever side.5-6-8 sub-fascia beam 4 on the 2-11-8 cantilever side. I / 7 Hipjack supports 5-6-8 setback jacks with 2-11-8 % O. ;1..648 • a cantilever one face;2-11-8 cantilever opposite face. ; •• �S * s Wind * • S Wind loads and reactions based on MWFRS. ii .p 4' ATE + / Left cantilever is exposed to wind . •,•.Ft `O�►4•• L •cs 4,r Additional Notes s'4��' �4'•aOR.....1&. � Provide(2)0.131"x3.0",min.toe-nails at top chord. ,4%�iry,�6/0NAL .%:. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. #0 278 �4�INpto0lly 10/09/2018 **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,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint Of webs shall have brag=insalled per BCSI sections 53,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE- Alpine, LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this dr wi g or cover page6750 Forum Drive listing this drawing indicates acceptance of DroTessionar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 6133188 Ply: 1 SEON:892945 /T1 JACK Cust:R9353 JRef: 1 Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Oty: 5 FROM:RCT DrwNo: 282.18.0804.22997 Truss Label: CJ70 JB / DF 10/09/2018 3712 8'11"11 I 3'2"12 I 5'8"15 C 12 3 V 11 T 1112X4 I cv B v -_ 11 fV N A —...111111111111111111 3.14 El . ill 3X4(A1) ='"E D 1112X4 I- 3' I 3'2"12I 5'8"15F I 3'2"12 8'11"11 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.117 E 345 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.253 E 160 180 E 652 /- /- /380 /251 /108 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.030 C - - D 76 /- /- /39 /8 /- EXP:C Kzt:NA HORZ(TL): 0.065 C - - C 142 /- /- /43 /101 /- Des Ld: 45.00 Mean Height:24.69 ft �) NCBCLL: 10.00 TCDL:4.0sf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.366 E Brg Width=5.5 Min Req= 1.5 BCDL:3.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.237 C Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.157 Bearing E is a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber B-E 320 -419 Top chord 2x4 SP SS Dense Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.97 BC 75 0.00 8.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C t ittftAirtgt/k ,� member design. S F _ i'� Left cantilever is exposed to wind tty •..,(;/.�.• j Li Additional Notes �;V•'\> t',, •S '' y�y Provide(2)0.131"x3.0",min.toe-nails at top chord. J . �F Provide(2)0.131"x3.0",min.toe-nails at bottom chord. i• � f I • • )sii • /* �� • - .0` $3'ATE OF r tic , (O R\'C?> / IONM- C v` #0 278 'r�r� rurfetanulit"' 10/09/2018 *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anc�SBCA)ttr safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for_permanent lateral restraint of webs shall have braacinga installed per BCI sections 133,B7 or B10, as applicable. Apply plates to each face,otruss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE - drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingomponents Group Inc shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSI/TPI1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of proTessronar engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibiliWof the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318B Ply: 1 SEQN:892948 /T32 JACK Cust:R9353 JRef: 1 W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0804.26000 Truss Label: CJ71 JB / DF 10/09/2018 3712 8'11"3 -1 3'2°12 I 5'8"7 12 C Ti3 L....— ,I� I 1112X4 o B N - ih f0 I N A .......01111111111111111111 =3X4(A1) -='•-"E D 1112X4 I- 3' I 3'2"12 5'8"7 3,2"12 � 8'11"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.118 E 341 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.253 E 159 180 E 650 /- /- /380 /251 /108 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.031 C - - D 75 /- /- /39 /8 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.065 C - - C 141 /- /- /42 /100 /- Mean Height:24.69 ft Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.0 psf E Brg q Width=5.5 Min Re 1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.365 D BrgWidth=1.5 Min Re Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.237 q - = Spacing:24.0" C&C Dist a:3.00 ft Bearing E is a Rep Factors Used:Yes Max Web CSI: 0.156 C Brg Width Min Req=- rigid surtace. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): - Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber B-E 319 -418 Top chord 2x4 SP SS Dense Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 8.93 BC 75 0.00 8.93 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Ctlttrittprgfi member design. fit. t� F141;11���Left cantilever is exposed to wind wl.. •``d-f�%A)Additional Notes ..^.•v •Y'j+ " y Provide(2)0.131"x3.0",min.toe-nails at top chord. ? • a Provide(2)0.131"x3.0",min.toe-nails at bottom chord. •t • o. 648 � • # = lP. ir . 1 �•, $ ATE t); I . °,, '.... .4 OR\a•`. Or `�s/O #0 278 r NAL "urunu 100,- 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW BuildingQ omponents Group Inc..shall not be responsible for any deviation from this drawin any failure to build the µ„w Cpµy truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of.trussesA seal on this drawirtg or cover page,_ 6750 Forum Drive listing this drawing,indicates acceptance of orooessionar engineering responsibility solely for the design shown. The suability Suite 305 and use of this drawing for any structure is the responsibility the Building Designer per ANSI/TPI 1 Sec.2. For more information see this general notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindus Orlando FL,32821 job'sg p g p tp g; try.com;ICC: www.iccsafe.org • Job Number. 613318B Ply: 1 SEAN:892942 /T31 JACK Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 6 FROM:RCT DrwNo: 282.18.0804.27670 Truss Label: CJ72 JB / DF 10/09/2018 32"126'111I 1 3'2"12 3'8"15 3 2 C 1112X4 T B '7 - W im N A imum 3X4(A1) ="E D 1112X4 F 3' 1 3'212 3'8"1 5 3'2"12 I 6'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.141 E 286 240 Loc R+ IR- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.244 E 165 180 E 612 /- /- /373 /249 /83 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.036 C - - D 25 /-12 /- /40 /24 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.066 C - - C 73 /-28 /- /11 /54 /- Mean Height:24.44 ft NCBCLL:10.00Creep Code/Misc Criteria Factor:2.0 Wind reactions based on MWFRS TCDL:4.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.321 E Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:3.0 psf D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.239 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.145 Bearing E is a rigid surface. Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP SS Dense Bot chord 2x4 SP SS Dense Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 75 0.00 6.97 BC 75 0.00 6.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&Cmember design. t` F/ ,Left cantilever is exposed to windAdditional Notes , .f#ølItfttl1tUuslsI ,a'�; ♦'• s 3 s Provide(2)0.131"x3.0",min.toe-nails at top chord. a Provide(2)0.131"x3.0",min.toe-nails at bottom chord. • 710. 848 �t '• �I' / '• *' = • „I $ ATE ` e {� �C ,0 / ^p n ♦a !moi ANt. ♦♦.`V R\ •�•�`♦.�•`\-" ,` #0 278 1411 44._riruetarittsttN 0 10/09/2018 ""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 shipping,installing,and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,byTPI and SBCA) 9r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN fIW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation an bracing of.trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solelyfor the design shovin. The suitability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer perANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.corn,TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number. 613318B Ply: 1 SEQN:892851 /T17 JACK Gust:R9353 JRef: 1W1193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 11 FROM:RCT DrwNo: 282.18.0804.28947 Truss Label: CJ73 JB / DF 10/09/2018 32"12 4'11"11 II 3'2"12 I 1'8"15 12 3 V C 1112X8 ►( T T c W M A +4 4 1 1 3X4(A1) D 1112X4[4] f 3' H 3212 1'8"15 3'2"12 4'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.189 E 214 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.320 E 126 180 E 950 /- /- /452 /353 /59 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.049 C - - D - /-217 /- /85 /108 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.088 C - - C - /-217 /- /71 /93 /- Mean Height:24.19 ft NCBCLL:10.00 TCDL:4.0 psf Code!Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS E BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.422 = D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.424 C Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.285 Bearing E is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Web Forces Per Ply(lbs) Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Webs Tens.Comp. Lumber Additional Notes B-E 589 -526 Top chord 2x4 SP M-31 Negative reaction(s)of-217#MAX.from a non-wind Bot chord 2x4 SP M-31 load case requires uplift connection.See Maximum Webs 2x4 SP#3 Reactions. Special Loads Provide(2)0.131'x3.0",min.toe-nails at top chord. Provide(2)0.131"x3.0",min.toe-nails at bottom chord. -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 61 plf at 0.00 to 61 plf at 4.97 BC:From 30 plf at 0.00 to 30 plf at 4.97 TC: 80 lb Conc.Load at 0.00 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] W2X4 S 2.25 PurlinsIn lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: � S - +�/Chord Spacing(in oc) Start(ft) End(ft) ,,.-nlmflnugq ..• ., G. +� TC 61 0.00 4.97 s�` BC 60 0.00 4.97 C� . //' Apply purlins to any chords above or below fillers to. 648 J/ 41 N at 24"OC unless shown otherwise above. •. • • ; .* _ Wind * • +l i Wind loads based on MWFRS with additional C&C x ,,�" $tATE •. o c I member design. % . 4/ �� Left cantilever is exposed to wind S (:),eP ,••.JrC�Pit 0/ ....i ./ ciz�•` #0278 `6944, ,„NAtt►N„, 10/09/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have braacing installed per BCSI sections 53,B7 or B10, as applicable. Apply plates o each face,oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Componnts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN Rw COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suability Suite 305 and use of this arawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • Job Number: 613318B Ply: 1 SEQN:892932 /T24 JACK Cust:R9353 JRef: 1 Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 11 FROM:RCT DrwNo: 282.18.0804.58700 Truss Label: CJ74 JB / DF 10/09/2018 3 V B A 0 ** 10111111111111111111111111111111111111111111111111111r. : I"' 3'14 iFA D C 3X4(A1 T) H 2'1 1"1 1 •— "8 2'11"11 J1'18. 3'1"3 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Endosure:Closed Lu:NA Cs:NA VERT(CL):NA D 135 /- /- /62 /43 /35 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 C - - C 55 /- /- /31 /8 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL):0.003 C - - B 79 /- /- /32 /47 /- NCBCLL:10.00 Mean Height:23.94 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS D Brg Width=1.5 Soffit: 2.00 BCDL:3.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.154 p TPI Std: 2014 Max BC CSI: 0.132 C Brg Width=1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2B Brg Width=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 37 0.00 2.97 BC 36 0.00 2.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. /�IfftlIttsfoin7 Additional Notes ® Si FL 41 , Provide(2)0.131"x3.0",min.toe-nails at top chord. •.•'r`���,•`c�`•••�J'�ff�� .- Provide(2)0.131"x3.0",min.toe-nails at bottom chord. Q +++y�1a 7/jfve'+� �y "Fascia beam designed and furnished by :C !/ others. Provide connection for reactions : #16-14-- • 55. shown. - •• /il /* • _ * , • .<4". $$ATE ; ez I 45.<"4.57 ,�'•-.'.c oR\C��''•�`<' #0 278 ,'''�h`7+kftwfrwtu ,A 10/09/2018 **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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bradn installed per BCSI sections B3,B7 or B10, as applicable. AppTy platto each face.of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin omponents Group Inc..shall not be responsible for any deviation from this drawin an failure to build the ,,,,O,,,,,", truss in conformance with ANSIIT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 6750 Forum Drive listing this drawing indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Suite 305 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 • • Job Number. 613318B Ply: 1 SEQN:892939 /T26 JACK Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 12 FROM:RCT DrwNo: 282.18.0805.09847 Truss Label: CJ75 JB / DF 10/09/2018 12 3 L B A qi co 4 A, !/11 ** D C 3X4(A1T) H- 1'2" 1 1'2" I— ,3.,$• -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 C 999 240 Loc R+ /R- /Rh /Rw /U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.000 C 999 180 D 53 /- /- /24 /15 /13 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 C - - C 29 /- /- /14 /10 /- Des Ld: 45.00 EXP:C Kzt:NA HORZ(TL): 0.000 C - - B 24 /- /- /10 /12 /- Mean Height:23.72 ft Code I Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.030 D Brg Width=1.5 C Brg Width=1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 B gig Width=1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:20(0)/5(2)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 14 0.00 1.17 BC 14 0.00 1.17 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Wind Wind loads based on MWFRS with additional C&C member design. 111HItiyt Additional Notes ,�++�� 1.5 F1.,eh/h� Provide(2)0.131"x3.0",min.toe-nails at top chord. t\V�.*r*�".'`�� "14..'YJ4'5Y Provide(2)0.131"x3.0",min.toe-nails at bottom chord. ®VV,,*'` Q see- s • �r • **Fascia beam designed and furnished by a � others. Provide connection for reactions : shown. ; a. 648 / ' *• i *, * //* * * -ca*; cyFATE ct I * ,u ' ` r. E � � #02784S AN i . ' aNAtiuir trurlamu 10/09/2018 "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 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall hav bracinginsalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of proTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 S�c.2. Suite 305 Orlando FL,32821 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • Job Number: 613318B Ply: 1 SEAN:892926 /T19 JACK Cust:R9353 JRef: 1Wf193530006 347 7TH ST. DUVAL CTY(COASTAL C&C)347 7TH ST. DUVAL CTY Qty: 1 FROM:RCT DrwNo: 282.18.0805.17913 Truss Label: CJ76 JB / DF 10/09/2018 5"4 2'4"11 5"4 1'11"7 3 V C III 2X4 . AT I . ,r iit ai 1 IMIll l l F E D III2X4 n �5"4II 2'4"11 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:N• PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 240 Loc R+ /R- /Rh /Rw_/U /RL BCLL: 5.00 Enclosure:Closed Lu:NA Cs:NA VERT(CL): 0.003 B 999 180 F 108 /- 1- /50 /33 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 B - - D 51 /- /- /28 /- /- EXP:C Kzt:NA d:L Des D45.00 HORZ(TL): 0.001 B - - C 62 /- 1- /22 /30 /24 Des d: :10.00 Mean Height:24.52 ft TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS F Brg Width=- Min Req Soffit: 2.00 BCDL:3.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.086 D Brg Width=1.5 Min Req=- Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.081 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.035 C Brg Width=1.5 Min Req=- Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/5(2)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) TC 30 0.00 2.39 BC 29 0.00 2.39 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Hangers/Ties (J)Hanger Support Required,by others Mn li/141 N Wind s)S FSA%$ Wind loads based on MWFRS with additional C&C O� ,.••• •P•,••4 member design. .��'_ ` . • V' Additional Notes ,: • Provide(2)0.131"x3.0",min.toe-nails at top chord. ;t. . •8 Provide(2)0.131"x3.0",min.toe-nails at bottom chord. . S I* • I 4:1 _.1.„p: ATE • ,:ice #0 278�'''1‘341/ONAI '� 10/09/2018 ""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,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. shall Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinq installed per BCI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW B ildin CComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of•trussesA seal on this drawing or cover page,. 6750 Forum Drive listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 305 and use of this &awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:wvAv alpineiiw.com;TPI:www.tpinst.org;SBCA: www.s bcin d us try.co m;ICC: www.iccsafe.org Orlando FL,32821 ESICC Most Widely Accepted and Trusted EVALUATION SERVICE (.. Innovation LJ RESEARCH LADS ICC-ES Evaluation Report ESR-2290 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 03/2018 This report is subject to renewal 03/2020. DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES OFFICE COPY SECTION: 06 16 00— SHEATHING DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 46 46— FIBER-CEMENT SIDING REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 EVALUATION SUBJECT: HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES ICC ICC ICC PMG c LISTED Look for the trusted marks of Conformity! R\\ "2014 Recipient of Prestigious Western States Seismic Policy Council Min (WSSPC)Award in Excellence" A Subsidiary of iggirroutt Accredl ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not S"CB-PfS"° specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a ANSI recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as ACCREDITED ISO/IEC 17065 to any finding or other matter in this report, or as to any product covered by the report. Product Cortiftcation Body ,61000 AeeiiaMiCrw Copyright© 2018 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-2290 Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND 2.0 USES COMPOSITES Section: 06 16 00—Sheathing James Hardie fiber-cement panels, plank lap siding, and cladding shingles are used as exterior wall covering. The DIVISION: 07 00 00—THERMAL AND MOISTURE products comply with IBC Sections 1404.10 and IRC PROTECTION Section R703.10. The products may be used on exterior walls required to be of Type I, II, Ill or IV construction Section: 07 46 46—Fiber-Cement Siding (IBC). REPORT HOLDER: 3.0 DESCRIPTION JAMES HARDIE BUILDING PRODUCTS, INC. 3.1 General: 10901 ELM AVENUE The exterior sidings are single-faced, cellulose fiber– FONTANA, CALIFORNIA 92337 reinforced cement (fiber-cement) products. Exterior (800)942-7343 sidings are identified as HardieShingle TM (New www.iameshardie.com HardieShingle®) panels, HardiePlankTm (Cemplank®, infoalameshardie.com PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and HardieShingle TM (New HardieShingle®)individual shingles. EVALUATION SUBJECT: The products comply with ASTM C1186, as Grade II, HARDIESHINGLETM (NEW HARDIESHINGLE®) PANELS, Type A; have a flame-spread index of 0 and a smoke- HARDIEPLANKTM LAP SIDING,ARTISAN®LAP SIDING, developed index of 5 when tested in accordance with AND HARDIESHINGLETM (NEW HARDIESHINGLE®) ASTM E84; and are classified as noncombustible when INDIVIDUAL SHINGLES tested in accordance with ASTM E136. Thermal conductance(K)and resistance(R)values for the products 1.0 EVALUATION SCOPE are as shown in Table 2 of this report, based on testing in accordance with ASTM C177. 1.1 Compliance with the following codes: The attributes of the fiber-cement sidings have been • 2015,® 2012, 2009 and 2006 International Building verified as conforming to the provisions of(i) ICC 700-2012 Code®(IBC) Sections 602.1.6 and 11.602.1.6 for termite-resistant • 2015, 2012, 2009 and 2006 International Residential materials; and (ii) ICC 700-2008 Section 602.8 for Code®(IRC) termite-resistant materials. Note that decisions on compliance for those areas rest with the user of this report. • 2013 Abu Dhabi International Building Code(ADIBC)t The user is advised of the project-specific provisions that tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced may be contingent upon meeting specific conditions, and in this report are the same sections in the ADIBC. the verification of those conditions is outside the scope of this report. These codes or standards often provide Properties evaluated: supplemental information as guidance. • Weather protection 3.2 Siding: • Structural HardieShingle TM (New HardieShingle®) panels, • Types I, II, Ill, and IV(noncombustible)construction HardiePlankTm (Cemplank®, PrevailTM" and RFC®) lap siding, Artisan® Lap Siding, and HardieShingleTm (New • Fire-resistance-rated construction HardieShingle®) individual shingles are supplied either • Thermal resistance unprimed or primed for subsequent application of a compatible primer and/or exterior-grade top coat. Nominal 1.2 Evaluation to the following green standards: product dimensions are noted in Table 1. 2015, 2012 and 2008 ICC 700 National Green Building The products are available in a variety of finish textures. StandardTM (ICC 700-2012 and ICC 700-2008) HardieShingleTM" panels are offered in three configurations: half-round, staggered-edge, and square-edge. New Attributes verified: HardieShingle® individual shingles are offered in two See Section 3.1 configurations: staggered-edge and square-edge. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed III ANSA as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. 'ate --. - Copyright 0 2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 27 ESR-2290 I Most Widely Accepted and Trusted Page 2 of 27 3.3 Fasteners: Vertical joints between planks must be lightly butted or Fastener type, size, spacing and installation method must gapped and must be protected by one of the following be as shown in the tables of this report. Fasteners must be methods: (a) sealed with caulking in accordance with the made from corrosion resistant steel. caulk manufacturer's published gapping requirements and 4.0 DESIGN AND INSTALLATION caulking application instructions; or (b) covered with an H-section joint cover; or (c) located over a strip of 4.1 Design: non-perforated flashing complying with ASTM D226, Type I felt, or other approved flashing. Trim and corners must be Walls: The maximum basic wind speeds for positive or negative transverse load resistance of HardieShingleTM installed and the siding must be finished in accordance (New HardieShingle®) panels, HardiePlankTM (Cemplank®, with the manufacturer's application instructions. A /8 inch PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and (3.2 mm) gap must be left at locations where the siding HardieShingleTM (New HardieShingle®' individual shingles butts against door and window trim and at internal or are presented in Tables 3 through 13. external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints 4.2 Installation: must be flashed with Z-flashing and occur over solid 4.2.1 General: Installation must comply with this report, blocking or wood structural panel sheathing. and a copy of this report must be available at all times on 4.2.4 Artisan® Lap Siding: When installation is on wood the jobsite during installation. All products may be cut to or metal framing members, with or without wood structural shape on-site by the score-and-snap method using a panel sheathing, the lap siding must be fastened through score-and-snap knife, a hand guillotine or a handsaw the top edge of single planks (blind nailed) in accordance utilizing a carbide blade. A clear distance of 6 inches with the provisions of Table 4 of this report. A water- (152 mm) must be maintained between the siding and the resistive barrier must be applied over wood or metal earth. Unless otherwise noted in this report, the products framing or wood structural panel sheathing in accordance must be installed in accordance with 2015 and 2012 IBC with the applicable code. Lap siding installed over walls Section 1405.16; 2015 and 2012 IRC Section R703.10; constructed of concrete masonry units complying with 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10; ASTM C90 must be applied in accordance with Tables 5 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC through 10. The lap siding requires the use of a starter Section R703.10, as applicable. stripto set the first course on the proper angle and to 4.2.2 HardieShingleTM (New HardieShingle®) Panels: create a drip edge. When installation is on wood or metal framing members, Vertical joints must be made off stud by means of the with or without wood structural panel sheathing, a tongue and groove joint. Tongue and groove joints may be water resistive barrier must be applied over the wood or located centrally between studs but no closer than 4 inches metal framing members or wood structural panel sheathing in accordance with the applicable code. The panels must (102 mm) from the edge of a stud. Nails must not be be fastened in accordance with the provisions of Table 4 of placed within 2 inches (51 mm) of the tongue and groove this report. at the end of the planks. Vertical joints must be staggered on subsequent courses. The plank must then be fastened A /8-inch (3.2 mm) gap must be left at locations where to the framing with corrosion-resistant fasteners. the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in Vertical joints between planks must be lightly butted and accordance with the applicable code, then caulked. must be located over a strip of non-perforated flashing Vertical joints must occur over framing members and must complying with ASTM D226, Type I felt, or other approved be sealed with caulking or covered with battens. Horizontal flashing. Trim and corners must be installed and the siding joints must be flashed with metal Z-flashing and occur over must be finished in accordance with the manufacturer's solid blocking or wood structural panel sheathing. application instructions. A '/8-inch (3.2 mm) gap must be 4.2.3 HardiePlankTM (Cernplank®, PrevailTM, and RFC®) left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps Lap Siding: When installation is on wood or metal framing must be flashed in accordance with the applicable code, members, with or without wood structural panel sheathing, then caulked. Horizontal joints must be flashed with the lap siding must be fastened either through the Z-flashing and must occur over solid blocking or wood overlapping planks (face nailed) or through the top edge of structural panel sheathing. single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water-resistive barrier 4.2.5 HardieShingleTM (New HardieShingle®) must be applied over wood or metal framing members or Individual Shingles: When installed on wood structural wood structural panel sheathing in accordance with the panel sheathing, the cladding shingles are fastened in applicable code. Lap siding installed over walls constructed accordance with the provisions of either Table 11, 12, or of concrete masonry units complying with ASTM C90 must 13 of this report. A water-resistive barrier in accordance be applied in accordance with Tables 5 through 10. The with the applicable code must be applied over the lap siding requires the use of a starter strip to set the first wood-based sheathing substrate to which the shingles are course on the proper angle and to create a drip edge. attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip "off-stud splice device" is installed or where the planks to set the first course on the proper angle and to create a are installed to wood structural panel sheathing complying drip edge. The nominally 11/4-inch-wide-by-1/4-inch-thick with the applicable code, and must be staggered on starter strip and a minimum 81/4-inch-wide (210 mm) subsequent courses. Where the "off-stud splice device" is HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap installed, the splice device's bottom lip must be placed siding starter course are installed over the water-resistive over the adjacent solid course of planks. The plank must barrier with the bottom of the starter strip and starter then be fastened to the framing with corrosion-resistant course even with the bottom of the bottom plate. Shingles fasteners. The abutting plank must be positioned and are spaced a maximum of inch (6.4 mm) apart, leaving fastened into place ensuring that the lower edges of the a minimum side lap of 11/2 inches (38 mm) between the two planks align. The metal device must be located joints of successive courses. Fasteners must be spaced a centrally over the vertical joint. minimum of 3/4 inch (19 mm) and a maximum of 1 inch ESR-2290 I Most Widely Accepted and Trusted Page 3 of 27 (25.4 mm) from shingle edges and must be positioned to 5.0 CONDITIONS OF USE be covered a nominal 1 /4 inches by the succeeding The HardieShingle TM (New HardieShinglee) panels, shingle course; for 12-inch-wide (305 mm) shingles, the HardiePlankTM ® third nail (see Table 14) must be installed mid span of the ®(Cemplank , PrevailTM and RFC®) lap • siding, Artisan® Lap Siding, and HardieShingleTm (New shingle. Nails must secure shingles but must not be HardieShingle®) individual shingles described in this report over-driven. Trim and corners must be installed and the comply with, or are suitable alternatives to what is shingles must be finished in accordance with the specified manufacturer's application instructions. A 1/8-inch (3.2 mm) in,those codes listed in Section 1.0 of this report, gap must be left at locations where the shingle butts subject to the following conditions: against door and window trim and at internal or external 5.1 James Hardie® Building Products, Inc, products listed corners; such gaps must be flashed in accordance with the in this report must be installed in accordance with this applicable code, then caulked. Horizontal joints must be report and the manufacturer's published installation flashed with Z-flashing. instructions. In the event of a conflict between this 4.3 Fire-resistance-rated Wall Assembly (HardiePlankTM report and the manufacturer's instructions, this report Lap Siding): governs. 5.2 HardieShingleTM (New HardieShingle®) panels, The asymmetrical, load-bearing, one-hour fire-resistance- HardiePlankTM iCemplanke, PrevailTM and RFC®) lap rated wall assembly must consist of nominally 2-by-4 wood studs spaced a maximum of 24 inches (610 mm) on siding, Artisan® Lap Siding, and Hares must e center, with two top plates and a single bottom plate. One installedNew HardieShingle®) individuallsein shingles must be layer of 5/8-inch-thick (15.9), Type X, gypsum wallboard onc exterior walls braced in accordance the complying with ASTM C36 or ASTM C1396, 48 inches applicable code. (1219 mm) wide, must be applied vertically to the interior 5.3 Design wind speeds applied to James Hardie®sidings face of the studs and secured with minimum 13/4-inch-long described in this report must be determined in (44 mm) cup-head gypsum wallboard nails, spaced accordance with the applicable code and must be less 7 inches (178 mm) on center at board edges and than those shown in the wind speed tables in this intermediate framing members. All board joints must be report. backed by framing. The 5/8-inch-thick (15.9 mm), Type X, 5.4 The sidings must be installed over a code-complying gypsum wallboard joints and nail heads must be finished in water-resistive barrier and as noted in this report. accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of 1/2-inch-thick 5.5 For use in fire-resistance-rated construction, (12.7 mm), Type X, water-resistant core treated gypsum installation must be in accordance with Section 4.3. sheathing complying with ASTM C36 or ASTM C1396 5.6 Flashing must be installed at all penetrations and and one layer of maximum 12-inch-wide (305 mm) terminations in accordance with the applicable code. HardiePlankTM (Cemplank , Prevail and RFC®) lap siding lapped a minimum of 11/4 inches (32 mm). The 5.7 Under the 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, II, 1/2-inch-thick (12.7 mm), Type X, water-resistant core treated gypsum sheathing must be applied vertically to the III, and IV construction is limited to buildings that are exterior side of the framing members with vertical edges not greater than 40 feet in height above grade plane staggered 24 inches (610 mm) from the joints on the and that feature a combustible water-resistive barrier. opposite side. All board joints must be backed by framing. 5.8 The products are manufactured at the following The 1/2-inch-thick (12.7 mm), Type X, water-resistant locations,with quality control inspections by ICC-ES: core-treated gypsum sheathing must be fastened to the • Cleburne,Texas framing members with 1314-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 • Peru, Illinois inches (102 mm) on center along the perimeter of each • Plant City, Florida board. The outer layer of 5/16-inch-thick(7.5 mm), minimum 12-inch-wide (305 mm) HardiePlankT"" (Cemplank®, • Pulaski,Virginia PrevailTM, and RFC®) lap siding must be applied over • Sparks, Nevada the 1/2-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing by attaching 11/2-inch-wide • Tacoma,Washington (38 mm) HardiePlankTM(Cemplank®, PrevailTM, and RFC®) • Waxahachie,Texas starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankTM • Fontana, California (Cemplank , PrevailT , and RFC®) lap siding applied • Summerville, South Carolina horizontally with a minimum nominally 1 /4-inch head lap, and fastening with a single 6d corrosion-resistant common 6.0 EVIDENCE SUBMITTED nail driven through the lapped planks into each stud. Data in accordance with the ICC-ES Acceptance Criteria The axial load must be the lesser of the following, for Fiber Cement Siding Used as Exterior Wall Siding provided structural consideration for axial, flexural and (AC90), dated June 2012 (editorially revised September bearing perpendicular-to-grain stresses is in accordance 2015). with ANSI/AWC NDS-2015 for the 2015 IBC and IRC; 7.0 IDENTIFICATION ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): Pallets of the JamesHardie® Building Products, Inc., HardieShingle TM (New HardieShingle®) panels, 1. Maximum 100 percent of full allowable axial HardiePlankTM (Cemplank®, PrevailTM and RFC®) lap compressive design load permitted for the wood siding, Artisan® Lap Siding, and HardieShingleTM (New species. HardieShingle®) individual shingles must carry a label 2. Maximum allowable wood axial stress of 0.78 F', which bearing the manufacturer's name and telephone number, must not exceed 0.78 F' at a slenderness ratio le/d the product name, the name of the inspection agency, of 33. ICC-ES, and the evaluation report number(ESR-2290). kc„--ztie HardiePlank Lap Siding . EFFECTIVE APRIL 2018 IMPORTANT:FAILURE TO FOLLOW JAMES HARDIE WRITTEN INSTALLATION INSTRUCTIONS AND COMPLY WITH APPLICABLE BUILDING CODES MAY VIOLATE LOCAL LAWS AFFECT BUILDING ENVELOPE PERFORMANCE AND MAY AFFECT WARRANTY COVERAGE.FAILURE TO COMPLY WITH ALL HEALTH AND SAFETY REGULATIONS WHEN CUTTING AND INSTALLING THIS PRODUCT MAY RESULT IN PERSONAL INJURY.BEFORE INSTALLATION,CONFIRM YOU ARE USING THE CORRECT HARDIEZONE®PRODUCT INSTRUCTIONS BY VISITING HARDIEZONE COM OR CALL 1-866-942-7343(866-9-HARDIE) © CUTTING INSTRUCTIONS STORAGE & HANDLING: OUTDOORS INDOORS 1.Position cutting station so that airflow blows dust away from the DO NOT grind or cut with a power saw indoors.Cut using shears(manual,pneumatic or Store flat and keep dry and covered prior to user and others near the cutting area. electric)or the score and snap method.not recommended for products thicker than 7/16 in. installation.Installing siding wet or saturated may 2.Cut using one of the following methods. result in shrinkage at butt joints.Carry planks on a.Best: Circular saw equipped with a HardieBlade'saw blade and attached vacuum dust collection system.Shears . DO NOT dry sweep dust;use wet dust suppression or vacuum to collect dust. edge. Protect edges and corners from breakage, (manual,pneumatic or electric)may also be used,not . For maximum dust reduction,James Hardie recommends using the"Best'cutting James Hardie is not responsible for damage caused recommended for products thicker than 7/16 in. P 9 practices.Always follow the equipment manufacturer's instructions for proper operation. b.Better. Circular saw equipped with a dust collection feature by improper storage and ., . For best performance when cutting with a circular saw.James Hardie recommends (e.g.Roansaw)and a HardieBlade saw blade. using HardieBlade`saw blades. handling of the c.Good. Circular saw equipped with a HardieBlade saw blade • - Go to jameshardiepros.com for additional cutting and dust control recommendations. product. r. i..- IMPORTANT:The Occupational Safety and Health Administration(OSHA)regulates workplace exposure to silica dust. For construction sites,OSHA has deemed that cutting fiber cement with a circular saw having a blade diameter less than 8 inches and connected to a commercially available dust collection system per manufacturer's instructions results in exposures below the OSHA Permissible Exposure Limit(PEL)for respirable crystalline silica,without the need for additional respiratory protection. If you are unsure about how to comply with OSHA silica dust regulations.consult a qualified industrial hygienist or safety professional,or contact your James Hardie technical sales representative for assistance.James Hardie makes no representation or warranty that adopting a particular cutting practice will assure your compliance with OSHA rules or other applicable laws and safety requirements. GENERAL REQUIREMENTS: I • HardiePlankc lap siding can be installed over braced wood or steel studs,20 gauge(33 mils)minimum to 16 gauge(54 mils)maximum,spaced a maximum of 24 in o.c.or directly to minimum 7/16 in thick OSB sheathing.See General Fastening Requirements.Irregularities in framing and sheathing can mirror through the finished application.Correct irregularities before installing siding. I • Information on installing James Hardie products over non-nailable substrates(ex:gypsum,foam,etc.)can be located in JH Tech Bulletin 19 at www.jamehardie.com • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrapx Weather Barrier,a non-woven non-perforated housewrar which complies with building code requirements. • When installing James Hardie products all clearance details in figs.3-14 must be followed. Double Wall Figure 1 Single Wall • Adjacent finished grade must slope away from the building in accordance with local building codes typically a minimum Construction Construction of 6 in.in the first 10 ft.. water-resistive let-in bracing • Do not use HardiePlank lapsidingin Fascia or Trim applications. barrier 24 in.o c.max. PP plywood or jr • Do not install James Hardie products,such that they may remain in contact with standing water. 111 ..--- --- 010 _ _ OSB sheathing • HardiePlank lap siding may be installed on flat vertical wall applications only. ` — • DO NOT use stain:oil/alkyd base paint,or powder coating on James Hardie'-Products. • For larger projects,including commercial and mufti-family projects,where the span of the wall is significant in length.the designer and/or architect should take into consideration the coefficient of thermal expansion andjilr moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardiee Siding Products"at www.jameshardie.com. I •James Hardie Building Products provides installation/wind load information for buildings with a maximum mean roof /� height of 85 feet.For information on installations above 60 feet,please contact JH technical support. INSTALLATION: JOINT TREATMENT Figure 2 41111111111'1/1( • •° One or more of the following joint treatment options are Nail line(If nail line isnot / ° required by code(as referenced 2009 IRC R703.10.2) stud , ° present,place fastener °. A.Joint Flashing(James Hardie recommended) \■ between 3/4 in.&1 in. o° o`i water-resistive B.Caulking`(Caulking is not recommended water- from top of plank) °° barrier for ColorPlus for aesthetic reasons as the Caulking resistive Nail 3/8 in.from ° °°° r , 00,,,' °• fastener and ColorPlus will weather edge of plank ° ,. ° differently.For the same reason, flashing Leave appropriate gap between �•° Install a 1 1/4 in,starter strip to do not caulk nail heads on Install planks in planks and trim,then caulk.` ensure a consistent plank angle ColorPlus products.) moderate contact at butt joints C."H" jointer cover ei- 4 Note:Field painting over caulking may produce a sheen difference when compared to the field painted PrimePlus.*Refer to Caulking section in these instructions. JameSHardle 'For additional information on HardieWrap®Weather Barrier.consult James Hardie at 1-866-4Hardie or www.hardiewrap.com SELECT CEDARMILL° I SMOOTH I BEADED CEDARMILLe I BEADED SMOOTH I CUSTOM COLONIAL'"SMOOTH I CUSTOM COLONIAL'"ROUGHSAWN Visit Jameshardiepros.com for the most recent version. HS11119 P1/4 04/18 ESR-2290 I Most Widely Accepted and Trusted Page 2 of 27 3.3 Fasteners: Vertical joints between planks must be lightly butted or Fastener type, size, spacing and installation method must gapped and must be protected by one of the following be as shown in the tables of this report. Fasteners must be methods: (a) sealed with caulking in accordance with the made from corrosion resistant steel. caulk manufacturer's published gapping requirements and 4.0 DESIGN AND INSTALLATION caulking application instructions; or (b) covered with an H-section joint cover; or (c) located over a strip of 4.1 Design: non-perforated flashing complying with ASTM D226,Type I Walls: The maximum basic wind speeds for positive or felt, or other approved flashing. Trim and corners must be negative transverse load resistance of HardieShingleTM installed and the siding must be finished in accordance (New HardieShingle®) panels, HardiePlankTM (Cemplank®, with the manufacturer's application instructions. A '/8-inch PrevailTM, and RFC®) lap siding, Artisan® Lap Siding, and (3.2 mm) gap must be left at locations where the siding HardieShingleTM (New HardieShingle®) individual shingles butts against door and window trim and at internal or are presented in Tables 3 through 13. external corners; such gaps must be flashed in accordance with the applicable code, then caulked. Horizontal joints 4.2 Installation: must be flashed with Z-flashing and occur over solid 4.2.1 General: Installation must comply with this report, blocking or wood structural panel sheathing. and a copy of this report must be available at all times on 4.2.4 Artisan® Lap Siding: When installation is on wood the jobsite during installation. All products may be cut to or metal framing members, with or without wood structural shape on-site by the score-and-snap method using a panel sheathing, the lap siding must be fastened through score-and-snap knife, a hand guillotine or a handsaw the top edge of single planks (blind nailed) in accordance utilizing a carbide blade. A clear distance of 6 inches with the provisions of Table 4 of this report. A water- (152 mm) must be maintained between the siding and the resistive barrier must be applied over wood or metal earth. Unless otherwise noted in this report, the products framing or wood structural panel sheathing in accordance must be installed in accordance with 2015 and 2012 IBC with the applicable code. Lap siding installed over walls Section 1405.16; 2015 and 2012 IRC Section R703.10; constructed of concrete masonry units complying with 2009 IBC Sections 1405.16; ; 2009 IRC Section R703.10; ASTM C90 must be applied in accordance with Tables 5 2006 IBC Sections 1405.15 and 1405.16; or 2006 IRC through 10. The lap siding requires the use of a starter Section R703.10, as applicable. strip to set the first course on the proper angle and to 4.2.2 HardieShingleT" (New HardieShingle®) Panels: create a drip edge. When installation is on wood or metal framing members, Vertical joints must be made off-stud by means of the with or without wood structural panel sheathing, a water-resistive barrier must be applied over the wood or tongue and groove joint. Tongue and groove joints may be metal framing members or wood structural panel sheathing located centrally between studs but no closer than 4 inches in accordance with the applicable code. The panels must (102 mm) from the edge of a stud. Nails must not be be fastened in accordance with the provisions of Table 4 of placed within 2 inches (51 mm) of the tongue and groove this report. at the end of the planks. Vertical joints must be staggered on subsequent courses. The plank must then be fastened A 118-inch (3.2 mm) gap must be left at locations where to the framing with corrosion-resistant fasteners. the siding butts against door and window trim and at internal or external corners; such gaps must be flashed in Vertical joints between planks must be lightly butted and accordance with the applicable code, then caulked. must be located over a strip of non-perforated flashing Vertical joints must occur over framing members and must complying with ASTM D226, Type I felt, or other approved be sealed with caulking or covered with battens. Horizontal flashing. Trim and corners must be installed and the siding joints must be flashed with metal Z-flashing and occur over must be finished in accordance with the manufacturer's solid blocking or wood structural panel sheathing. application instructions. A /8-inch (3.2 mm) gap must be 4.2.3 HardiePlankT" (Cemplank®, PrevailTM, and RFC®) left at the locations where the siding butts against door and window trim and at internal or external corners; such gaps Lap Siding: When installation is on wood or metal framing must be flashed in accordance with the applicable code, members, with or without wood structural panel sheathing, then caulked. Horizontal joints must be flashed with the lap siding must be fastened either through the Z-flashing and must occur over solid blocking or wood overlapping planks (face nailed) or through the top edge of structural panel sheathing. single planks (blind nailed) in accordance with the provisions of Table 4 of this report. A water-resistive barrier 4.2.5 HardieShingleTM (New HardieShingle®) must be applied over wood or metal framing members or Individual Shingles: When installed on wood structural wood structural panel sheathing in accordance with the panel sheathing, the cladding shingles are fastened in applicable code. Lap siding installed over walls constructed accordance with the provisions of either Table 11, 12, or of concrete masonry units complying with ASTM C90 must 13 of this report. A water-resistive barrier in accordance be applied in accordance with Tables 5 through 10. The with the applicable code must be applied over the lap siding requires the use of a starter strip to set the first wood-based sheathing substrate to which the shingles are course on the proper angle and to create a drip edge. attached. Vertical joints must occur over studs, except where the The individual shingles require the use of a starter strip "off-stud splice device" is installed or where the planks to set the first course on the proper angle and to create a are installed to wood structural panel sheathing complying drip edge. The nominally 11/4-inch-wide-by-1/4-inch-thick with the applicable code, and must be staggered on starter strip and a minimum 81/4-inch-wide (210 mm) subsequent courses. Where the "off-stud splice device" is HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap installed, the splice device's bottom lip must be placed siding starter course are installed over the water-resistive over the adjacent solid course of planks. The plank must barrier with the bottom of the starter strip and starter then be fastened to the framing with corrosion-resistant course even with the bottom of the bottom plate. Shingles fasteners. The abutting plank must be positioned and are spaced a maximum of/4 inch (6.4 mm) apart, leaving fastened into place ensuring that the lower edges of the a minimum side lap of 11/2 inches (38 mm) between the two planks align. The metal device must be located joints of successive courses. Fasteners must be spaced a centrally over the vertical joint. minimum of 3/4 inch (19 mm) and a maximum of 1 inch ESR-2290 I Most Widely Accepted and Trusted Page 3 of 27 (25.4 mm) from shingle edges and must be positioned to 5.0 CONDITIONS OF USE be covered a nominal 11/4 inches by the succeeding The HardieShingleTM (New HardieShingle®) panels, shingle course; for 12-inch-wide (305 mm) shingles, the HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap third nail (see Table 14) must be installed mid-span of the siding, Artisan® Lap Siding, and HardieShingleTM (New shingle. Nails must secure shingles but must not be HardieShingle®) individual shingles described in this report over-driven. Trim and corners must be installed and the comply with, or are suitable alternatives to what is shingles must be finished in accordance with the specified in, those codes listed in Section 1.0 of this report, manufacturer's application instructions. A 1/8-inch (3.2 mm) subject to the following conditions: gap must be left at locations where the shingle butts against door and window trim and at internal or external 5.1 James Hardie® Building Products, Inc, products listed corners; such gaps must be flashed in accordance with the in this report must be installed in accordance with this applicable code, then caulked. Horizontal joints must be report and the manufacturer's published installation flashed with Z-flashing. instructions. In the event of a conflict between this report and the manufacturer's instructions, this report 4.3 Fire-resistance-rated Wall Assembly (HardiePlankTM p governs. Lap Siding): 5.2 HardieShingleTM (New HardieShingle®) panels, The asymmetrical, load-bearing, one-hour fire-resistance- HardiePlankTM' iCemplanke, PrevailTM, and RFC®) lap rated wall assembly must consist of nominally 2-by-4 wood siding, Artisanv Lap Siding, and HardieShingleTM studs spaced a maximum of 24 inches (610 mm) on (New HardieShingle) individual shingles must be center, with two top plates and a single bottom plate. One installed on exterior walls braced in accordance the layer of 5/8-inch-thick (15.9), Type X, gypsum wallboard applicable code. complying with ASTM C36 or ASTM C1396, 48 inches (1219 mm) wide, must be applied vertically to the interior 5.3 Design wind speeds applied to James Hardie®sidings face of the studs and secured with minimum 13/4-inch-long described in this report must be determined in (44 mm) cup-head gypsum wallboard nails, spaced accordance with the applicable code and must be less 7 inches (178 mm) on center at board edges and than those shown in the wind speed tables in this intermediate framing members. All board joints must be report. backed by framing. The 5/8-inch-thick (15.9 mm), Type X, 5.4 The sidings must be installed over a code-complying gypsum wallboard joints and nail heads must be finished in water-resistive barrier and as noted in this report. accordance with ASTM C840 or GA216. The exterior face of the wall must be covered with one layer of 1/2-inch-thick 5.5 For use in fire-resistance-rated construction, (12.7 mm), Type X, water-resistant core treated gypsum installation must be in accordance with Section 4.3. sheathing complying with ASTM C36 or ASTM C1396 5.6 Flashing must be installed at all penetrations and and one layer of maximum 12-inch-wide (305 mm) terminations in accordance with the applicable code. HardiePlankT"' (Cemplank®, PrevailTM, and RFC®) lap siding lapped a minimum of 11/4 inches (32 mm). The 5.7 Under the 2015 or 2012 IBC, Section 1403.5, installation on exterior walls of buildings of Type I, II, 1/2-inch-thick (12.7 mm), Type X, water-resistant core III, and IV construction is limited to buildings that are treated gypsum sheathing must be applied vertically to the exterior side of the framing members with vertical edges not greater than 40 feet in height above grade plane staggered 24 inches (610 mm) from the joints on the and that feature a combustible water-resistive barrier. opposite side. All board joints must be backed by framing. 5.8 The products are manufactured at the following The 1/2-inch-thick (12.7 mm), Type X, water-resistant locations, with quality control inspections by ICC-ES: core-treated gypsum sheathing must be fastened to the • Cleburne,Texas framing members with 13/4-inch-long (44 mm) roofing nails spaced 7 inches (178 mm) on center in the field and 4 • :Peru, Illinois inches (102 mm) on center along the perimeter of each • Plant City, Florida board. The outer layer of 5/16-inch-thick (7.5 mm), minimum 12-inch-wide (305 mm) HardiePlankT"' (Cemplank®, • Pulaski, Virginia Prevaillw, and RFC®) lap siding must be applied over • Sparks, Nevada the 1/2-inch-thick (12.7 mm), Type X, water-resistant core-treated gypsum sheathing by attaching 11/2-inch-wide • Tacoma, Washington (38 mm) HardiePlankTM (Cemplank®, PrevailTM, and RFC®) • Waxahachie, Texas starter strips through the gypsum sheathing into the bottom plate and 12-inch-wide (305 mm) HardiePlankT"^ • Fontana, California (Cemplank®, PrevailTM, and RFC®) lap siding applied • Summerville, South Carolina horizontally with a minimum nominally 11/4-inch head lap, and fastening with a single 6d corrosion-resistant common 6.0 EVIDENCE SUBMITTED nail driven through the lapped planks into each stud. Data in accordance with the ICC-ES Acceptance Criteria The axial load must be the lesser of the following, for Fiber Cement Siding Used as Exterior Wall Siding provided structural consideration for axial, flexural and (AC90), dated June 2012 (editorially revised September bearing perpendicular-to-grain stresses is in accordance 2015). with ANSI/AWC NDS-2015 for the 2015 IBC and IRC; 7.0 IDENTIFICATION ANSI/AF&PA NDS-2010 for the 2012 IBC or IRC (-2005 for the 2009 and 2006 IBC or IRC): Pallets of the JamesHardie® Building Products, Inc., HardieShingle' (New HardieShingle®) panels, 1. Maximum 100 percent of full allowable axial HardiePlankTM (Cemplank®, PrevailTM, and RFC®) lap compressive design load permitted for the wood siding, Artisan® Lap Siding, and HardieShingleTM (New species. HardieShingle®) individual shingles must carry a label 2. Maximum allowable wood axial stress of 0.78 F',., which bearing the manufacturer's name and telephone number, must not exceed 0.78 F'c at a slenderness ratio le/d the product name, the name of the inspection agency, of 33. ICC-ES, and the evaluation report number(ESR-2290). ESR-2290 I Most Widely Accepted and Trusted Page 4 of 27 TABLE 1-STANDARD NOMINAL PANEL,PLANK AND SHINGLE DIMENSIONS PRODUCT WIDTH(INCHES) LENGTH THICKNESSES (INCHES) HardiePlank®lapsiding4,5'/4,6,61/4,7'/4,7'/2,8, s 81/4,91/4,91/2&12 12,14 feet /,6 Artisan®lap siding, 51/4,71/4,81/4 12, 14 feet S'a 5'/4,6�61/4 7'/4,7'/2,8, Cemplank®lap siding 12, 14 feet 6/16 8/4,9/2&12 Prevail."'"lap siding 5'/4,6,,61/4,7'/4,7'/2,8, 12, 14 feet s/,6 81/4,91/2&12 RFC®lap siding 61/4,71/2,81/4,91/2&12 12,14 feet 5/16 New HardieShinglee 5-inch exposure , (square&staggered edge) 48 14 inches /4 New HardieShinglee 7-inch exposure 48 151/4,15•/6 inches 1/4 (square&staggered edge) HardieShingleTM panel 48 16 inches 1/4 (square&staggered edge) HardieShingle "panel 48 16, 19 inches 1/4 (half round) New HardieShinglee individual , 3 + shingles 5-inch exposure 31/2,4/2,51/2,7,8/4 14 inches /4 New HardieShinglee individual 43/16,51/2,63/4,71/4,10, 151/4 inches 1/4 shingles 7-inch exposure HardieShingle^" individual shingles 6,8,&12 18 inches 1/4 For SI:1 inch=25.4 mm,1 ft=305 mm. TABLE 2-"K"and"R"VALUES FOR FIBER-CEMENT PRODUCTS PRODUCT THERMAL THERMAL ACTUAL THERMAL ACTUAL THERMAL THICKNESS' y CONDUCTANCE' RESISTANCE' CONDUCTANCE' RESISTANCE' (INCH) KEFF=(BTU/HR-FT?°F)/INCH R=1/KEEP (KEEP) (R) 1/4 1.95 0.51 7.80 0.13 3/16 - 2.07 0.48 6.62 0.15 For SI:1 inch=25.4 mm,1 Btu/h-ft2-°F=5.678 W/m2-1(. 'Based on 1 inch of panel thickness. 2Actual value for panel thickness shown. ESR-2290 I Most Widely Accepted and Trusted Page 5 of 27 TABLE 3-MAXIMUM BASIC WIND SPEED(3-second gust)(mph) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 2012 IBC IBC/IRC (Ultimate Design (Basic Wind Wind Seed, Speed,V. 4''9) Vu,") EXPOSURE EXPOSURE FASTENER STUD BLDG. CATEGORY CATEGORY PRODUCT THICK FASTENER SPACING FRAME SPACING HEIGHT (IN.) TYPE (IN.) TYPE (IN.) (FT.) BCDBCD Attached 0-15 126 85 - 163 110 - HardieShingleTM shank to 7/16' shank 7/16"WSP (Newwood 20 121 85 - 156 110 - "0.187"HD attached to HardieShingle®) /413.75 structural x 11/2"long framing per Panel(straight or half rin shank panel code 40 105 85 - 136 110 - round installation) 9 ails sheathing only 60 95 123 0.083" Attached 0-15 105 85 - 136 110 - to /,6 HardieShingle^"(New shank wood 7/16"WSP 20 105 136 HardieShingle®) 4 '0.187"HD 13.75 structural attached to Panel(staggered x 11/2"long panel framing per 40 95 123 installation) ring shank . sheathing code nailsonly 60 85 - - 110 - - 0.090" Attached 0-15 158 143 130 204 185 168 to 7/,6 HardieShingle1'" shank 7/16"WSP wood 20 158 139 127 204 179 164 (New , "0.215"HD attached to HardieShingle®) /" x 11/2 long 8 • structural' framing per panel 40 152 130 120 196 168 155 Panel ring shank sheathing code nail' only 60 143 124 115 185 160 148 0.090" Attached 0-15 172 156 142 222 201 183 to /16 HardieShingle shank 7/16"WSP wood 20 172 151 138 222 195 178 (New1 "0.215"HD attached to HardieShingle®) /4 x 1'/2"long 6 structural framing per Panel ring shank panel code 40 165 141 130 213 182 168 nails sheathing only 60 156 135 126 201 174 163 Nominal 0-15 168 137 116 217 177 150 0.083" 2x41or HardieShingle"" shank Min.No. 20 168 137 116 217 177 150 (New , "0.187"HD at each 20 ga.x HardieShingle®) /d x 11/2"long stud3 3.62"x 16 40 168 126 105 217 163 136 Panel ring shank 1.375" nail2 Metal 60 158 116 105 204 150 136 C-stud Nominal 0-15 147 105 85 190 136 110 0.083" 2x41 or HardieShingle TM shank Min.No. 20 137 100 85 177 129 110 (New , '0.187"HD at each 20 ga.x HardieShingle®) /" x 11/2"long stud3 3.62"x 24 40 126 95 - 163 123 - Panel ring shank 1.375" nail2 Metal 60 116 89 - 150 115 - C-stud For SI:1 foot=305 mm,1 inch=25.4 mm, 1 mph-0.44 m/s. 'Values are for species of wood having a specific gravity of 0.40 or greater. 2For application to metal framing members,fasteners must be ET&F Fastening Systems,Inc.ET&F Panelfasta nail,ET&F No.AGS-100-0150,head diameter=0.313 in.,shank diameter=0.100 in.,length=1.5 in.Metal studs must be maximum Fy=33 ksi. 'For application to ASTM C90 concrete masonry unit wall,fasteners must be either ET&F Fastening Systems,Inc.ET&F block nail(ET&F No.ASM-144-0125, head dia.=0.30 in.,shank dia.=0.14 in.,length=1.25 in.),Max System block nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in., length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter =0.30 in.,shank diameter=0.145 in.,length=1.25 in.)applied at the equivalent fastener or stud spacing. 4Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,K,„=1,Ka=0.85,GC,=0.18.,GCp-1.4. "Vasaapplication to wood framing or wood-based sheathing,the minimum fastener penetration must be 1 inch into framing or the sheathing thickness as applicable. �"asa=nominal design wind speed. 'V,,tt=ultimate design wind speed. 6VVind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 92015 and 2012 IBC Section 1609.3.1,Eqn.16-33, Vsd=V„6'0.6 " ESR-2290 I Most Widely Accepted and Trusted Page 6 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design ae,s WInd Speed, V,b.. ) V"n,o.,,) PRODUCT EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT4 z SPACING HEIGHT THICK. WIDTH TYPE METHOD TYPE,8 (IN.) (FT.) B C D B C D Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 147 217 217 190 3.62". HardiePlank® 6/16 4 0.100"'1.5" Face Nailed 1 375„ 16 x 0.25"HD Metal 40 168 158 137 217 204 177 C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 147 217 217 190 HardiePlank® 5/,6 6 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1.375 40 168 158 137 217 204 177 Metal C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 168 147 217 217 190 ET&F pin 20 ga.x 20 168 168 137 217 217 177 HardiePlank® 5/,6 61/4 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1Nieta5l 40 168 158 137 217 204 177 C-stud 60 168 147 126 217 190 163 Min.No. 0-15 168 158 126 217 204 163 20 ga.x ET&F pin 20 168 147 126 217 190 163 ® s 71/4 or3.62"' HardiePlank /,6 7,/ 0.100"'1.5" Face Nailed 1 375, 16 s x 0.25"HD 40 168 137 121 217 177 156 Metal C-stud 60 168 126 116 217 163 150 Min.No. 0-15 168 147 126 217 190 163 ET&F pin 20 ga.x 20 168 147 126 217 190 163 3.62"" HardiePlank® 6/16 8 0.100"'1.5" Face Nailed 1 375„ 16 x 0.25"HD Metal 40 168 137 116 217 177 150 C-stud 60 168 126 105 217 163 136 Min.No. 0-15 168 147 126 217 190 163 ET&F pin 20 ga.x 20 168 147 116 217 190 150 HardiePlank® 6/16 81/4 0.100"'1.5" Face Nailed 3'62 16 x 0.25"HD 1'375 40 168 131 116 217 169 150 Metal C-stud 60 158 126 105 204 163 136 Min.No. 0-15 168 137 116 217 177 150 20 ga.x ET&F pin 20 168 137 118 217 177 150 HardiePlank® 5/16 99/°f 0.100°'1.5" Face Nailed31.375„ 16 x 0.25"HD Metal 40 158 126 105 204 163 136 C-stud 60 147 116 105 190 150 136 Min.No. 0-15 145 131 119 187 169 154 ET&F pin 20 ga.x 20 145 127 116 187 164 150 HardiePlank® 6/16 12 0.100"'1.5" Face Nailed 3.62 16 x 0.25"HD 1'375 40 139 119 110 179 154 142 Metal C-stud 60 131 114 106 169 147 137 Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 137 116 207 177 150 HardiePlank® 6/16 4 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1.375 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 Min.No. 0-15 160 137 116 207 177 150 ET&F pin 20 ga.x 20 160 137 116 207 177 150 HardiePlank° 6/16 6 0.100"'1.5" Face Nailed 3'62 24 x 0.25"HD 1'375 40 154 121 105 199 156 136 Metal C-stud 60 145 116 100 187 150 129 0 N C(Dp M 0) M U) (0 M M U) 0 M M O O O 0 0 N 0 CO 0) CO M CD O) CO M W CO U] 0 0 0 C C Q U) .0 03 N N N .- .- N N v- N N CO N N N CO N N N N N .- .- N co W} Vi- 0 CeCO; D0 N N N' n CO CO 0 0 O (0 M O 0 CD M 0 CD 0) CO CO CD M M 0 N M O N CD CO CD N f0 O 0 CD 0) CD O) U) 0 O W U N- CO Cl) U) U) U) M N U) U) CO N U) M N N CO CO N N N N N .-- o U) Q M (0 t0 .4M U) U) CO N Co N .- -R E c> aXs . r W U n n O n CO n M s� co O CO M n n N V O n O n n c� M O CO N CL N m O O O) r- O O N co O o• N. o O o a N CO (0 M CO CO N 0 O O n 0 • o. O) n O CO D) N U) 1.1- NI N N ,- N N N N .- .- N N N N r' .- N N .- .- N N 0 D p CD p i0 0 U) 0) CD )n U) rn )n )n U) to )n fir) �n U) , N- u) , , )D U) 0 0 U) l0 0 u, CD U) U) u) , , O) QOy). .- .- '- O) C) O) Co CO O) O) CO CO O) O) CO CO CO co co co co C) 0 0) O) O) cm C) co co co ao CO U w} 8MIll Ce re _ U O 2:ci Cl)() n O CO CO CD UD CO U) U) CO U0 UUU) U )06Mn CO 0 U (0 0 UCD CD U) 0 U0 O U)anq a W O CO N N O O O O O O O O O O O O O . N N 1- 0 N N .- 0 I- 4- O 0 0 0 O CD 3 .- .- .- .- NU Q> WQ ,- ,..N re.. O _ . N U CO0 0 N- N- 0 CO n CO 0 aO n CD CO a0 n CD n n CO CO N co co n n a0 ap N- N- 00 CO N- CD n n 0 .13 CO m (D CO C co CD U) M N CO U) CO N U) U) CO N V N N O 0 0 5j U) U) V' M U) U) O M CO U) M N v CO N 1- Q) 7 C 0 0 0 1- .�-- 0 0 0 O o o o o O .in Lc) �- o O O N o 0 0 `D o 0 0 ,- 0 0 0 ,- 0 0 0 •- 0 0 0 `.0- 0 0 0 0 Li' LL O N V CO 0 N V CO O N V CD O N .0CO ,-- N V CO d N V CO O� N V CO 0 N V CD p N V CD Q N V CO 7= L m 0. E 0 W DLli I-V Z N 10 N N N N N 0) CO CO CO rn 0 Z QM 0 x. _ .O 0 x. _ D 0 x, _ v 0 x, _ D ox, _ D 0 x, _ D 0 x. _ 0 x. _ X _ 0 x, _ SS a Z �(V n y y Z �fV n y N Z �(V n N Z °CD n N Z 0) n y• �(V n Z �2V n Z (V n cm n Z E F. N n } C (D C? C (0 M C (D M C 0 co C (D M CC f0 co C (D(`') C (O M C co M C co M V IL 2 NMr-�U 2 NC'i -�O 2NM� 0 2N(h��U 2NM��U 2NM•-�U 2NM� �N(h� 8C')' CO Q CO Zo 8 - — - - - 8 •E 8 "g f WI z z co z co z z co z z 5. a 8 Co CU co CU CU LL u_ LL LL LL LL m m m CT-:-) F' in p in p in p in p in p in p in p in a in p in p W tilZ C_ C c_ C_ C c_ . c_ = c_ . C_ = c_ _ J Z W a-= —S a�2 a�2 O.-= 5_-2 2�_ a— O.`-_ a`-- ro m w G. LL. in LL e in u_. in u_ in LL o in LL. in u.o M U- iO u- M LL J'') F CO O N CO O N aO O N CO o N CO O N CO O N CO O h co O aO O M CO O ha HO p F-O p -0 p ♦-0 p f-0 p f-o p F-O( H o F-O S-O QW.- UJ LLJ,- W 70 W 0 W O W 1-0 LL Ox yOx Ox yox JOx Ox O x O x O x O x Q Q) Q Z {- '0\ O O\ UZ y CD `n fO c —D v co CO �I- n a) n 0 OZ 16 w •Y a U - O N U Y Y Y - Y Y Y Y Y Y N ] m m m m m CU CU m m m d: p F, aa) a) a) a) a) aa) aa) CO CC a W O. 1 2 2 2 i 2 2 2 2 2 ESR-2290 I Most Widely Accepted and Trusted Page 8 of 27 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and • IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design a e u Wind Speed, V,b ) V +on,) �n PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE' METHOD TYPE''8 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 137 95 85 177 123 110 ET&F pin Min.No. 20 126 95 - 163 123 HardiePlane 5/16 8 0.100""1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3.62 40 116 85 150 110 - 1.375" 60 105 85 - 136 110 - 0-15 137 95 - 177 123 - ET&F pin Min.No. 20 126 95 - 163 123 - HardiePlanke 5/18 81/, 0.100"'1.5" Blind Nailed 20 ga.x 16 x 0.313"HD 3.62 40 116 85 - 150 110 - 1.375" 60 105 - - 136 - - 0-15 158 110 95 204 142 123 ET&F pin Min.No. 20 147 105 85 190 136 110 HardiePlanke 5/18 4 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62 40 126 95 85 183 123 110 1.375" 60 121 95 - 156 123 - 0-15 158 110 95 204 142 123 ET&F pin Min.No. 20 147 105 85 190 136 110 HardiePlanka 5/18 6 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 126 95 85 163 123 110 1.375" 60 121 95 - 156 123 - 0-15 147 105 85 190 136 110 ET&F pin Min.No. 20 137 100 85 177 129 110 HardiePlanke 5/18 61/4 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62 40 126 95 - 163 123 - 1.375" 60 105 89 - 136 115 - 0-15 137 95 85 177 123 110 ET&F pin Min.No. 20 126 95 - 163 123 HardiePlane 5/i6 71/4 or 0.100""1.5" Blind Nailed 20 ga.x 24 7'/2 x 0.313"HD 3'62 40 116 85 - 150 110 - 1.375" 60 105 85 - 136 110 - 0-15 126 85 - 163 110 - ET&F pin Min.No. 20 116 85 - 150 110 - HardiePlanke 5/,e 8 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3.62"" 40 100 - - 129 - - 1.375" 60 95 - - 123 - - 0-15 116 - - 150 - - ET&F pin Min.No. 20 105 - 138 - - HardiePlanke 5/18 81/4 0.100"'1.5" Blind Nailed 20 ga.x 24 x 0.313"HD 3'62 40 95 - - 123 - - 1.375" 60 85 - - 110 - - 0-15 170 170 158 219 219 204 Face Nailed 20 170 169 154 219 218 199 HardiePlanke 5/,e 5.25 6d common Through 2X4 16 plank overlap WOOd 40 170 157 145 219 203 187 60 170 151 140 219 194 180 0-15 170 155 141 219 200 182 Face Nailed 20 170 151 138 219 195 178 HardiePlanka 5/18 6.25 6d common Through wood 16 plank overlap 40 164 140 130 218 181 167 60 155 135 125 207 174 161 I i a) a)i I I m I I I - III a a a a a a a a a a o CO CI -0 -0 v v v -0 `°a � -0 v C N Er o a 0 0 0 0 a a a C) N 0 0 0 0 0 0 0 0 0 0 - CO O v w m zff m ma m 5 mX cn Zcp O SS EC m V V cr. CO 0) cco co V V 5 -moi `C co io in Na Z CT CT CT (T a, N CT I .7..... n C) 0) O) 0) O) 0) 0) O) 0) a) a) 0) T a a a a a a a a a a a C 8 8 8 8 8 8 8 8 8 8 aco 3 m CA 3 3 3 3 3 3 3 3 mZ 4 o 0 0 0 0 0 0 3 3 0 rfl1 m 7 7 7 7 7 7 7 7 7 7 A y 0 -O -O -O 'T) Cn T m T T T T T T T T 3 m m w d m w m v m v v a c w co 0 m m w 3 D D CD 7 H aa) 7 7 -{CC77 7 -i -� 7 7 7 7 F� � N � (D �� �7� ��� �� /k-D- T-D.. -mi-I x CZ 0 o Z ooZ o o Z o a Z o o Z o 3 Z o o Z o o Z o o Z o o Z $m 3 `m(0IryW. m(o m. m<o aw. m co ryd. co Co up. m gip. m aa v. m co ryd. m ca Q�)p. ma) wry. O Z C m 7a w $ °=' 7 m 7a N 7a N 7n. °�' a - °�' a 7a a vz 3 a a a p -0 a a a a NO £R £R m ;0>° kV. § 2i 2i m; mm Z v Cl) cn 13 v m D_ m N N N N m A A A - A CA O 0) a) O a) Z n C a ..Z O C) 3 v a S 0) A N 9 0) A N 9 a) A N 9 0) A N 9 0) A N Q a) A N 9 01 A N 9 0) A N 9 0) A N 9 a) A N O T m fC 0 0 0 0 o O o 0 0 0 -• o O o cn O O o -s 0 0 o U o 0 0 -, o O o -s 0 0 o N o 0 0 - ,7-400 o 1Z M O 3 _ - C _ m N N) N - N) N) N N (.4 A A A (P CT (T NJ N CO CO N) CO C.) CO CO CO A A CO j A A C.) A CT N A CT CT CT a) w Q. W O 0) 0) 0) N) V V V A CD CD N O 0) 0) co W W CO o CT a) CO CT CT A V V CO V CO W N O 0) 0) Cn N �r 1 Cl)_55 O >R) <0 C)N O O --' - 0 O -+ - - -+ N N N N co A O O —' no O — N — N co - N co co N N W CO N N W A () m O lug"M- !b N CD (J o CT N 0) 0 Cr CO V CO CO 03 N) (T CO V 0) -, CO CO A CO V 0) CD A O CT ()) CO .) CO co N C)(q m a n OC .�� N -<m �g (O O O O O O O O o o -• .- -+ N N ....4`.° O O 0 O O O -, O N -+ N N N N 0 O co W V co CT N CT N CP A CO 0) CO V O N (O - 0) CD 0) CO CO -' CO - N 0) CO 0) A (33 0) CO N N N N Ca C N A V) CI)- O A CT 0) 0) V CD 03 03 CO 0 O (TO V V CT 0) V V CO V CO V V O CO CO V CO CO CO CO CO O O G O (T CO co (T (T C.) CD O C.) CO 0) (T N N CO W ()) (T CO CO V V N N CD O CO 0 V V C.) CO N N D m ` N -ry <3a3 �W (D N W A A CO CO A A A A N 0) (T 0) V CO CO A (T (T W A ()I CT A CT 0) 0) (T (T 0) V (T 0) V V CT 0) V CD n 0 0 s •o(q ry_N 40 V N N) 0) O N CT CO N) CO CO A CO CT 03 W CT - N 0) V CO A CO V W (T CO O 0) CO N CT N A CO CO CO CO W OC 40�m 0, x xi N W co N N C.) C� CO C.) (AT COV W N N) CO CO A N C) A A CO j CT CT C.) A CT (T A (T CT 0) A CT 0) S 0 {m V `�7' A y N AA A A 7 V CO N 0 W 0 CT N 0) 0) 0 CO N 03 N 0) CD CO W V 0 CO W V W N a x x x x x x x I I xin CO m w m m m m o) o) o� A a a a a a a a a a a 13 1 % 13 I/ 7 7 7 7 7 7 7 7 "i s 7c3. 710 i 7i. i ''11 s i 4 0 Fie ale a al2. ail' m m Fie m 3 Pg m v co Q C 4 W V N W 51, 9" f0 m CO v COPO N N N g Is N N coli UI fn o O N fT N N a a a aa n a n n CD 8 • co 3 8 D -4 Q 3 2 g 3 N.z r m m 4 p p p 7 7 7 7 7 7 J 7 7 p y U 'O vm a a a v V n U 71 if 11 CO 'D T Co az o z. z z 1 toz z z m. m . co . cm d. r0z. oo m. cc, � co N. cc, 1). w > co k m z G Co w m W W A —Dtn 0) W O) W A A A Z n c m "'2 00 3 v CO x c OO NNCOON OONN OO OOONONU O NONN ONOONOONN N th cv 0 E. A V V O 9 V V V V V V V V V O V V V V V O V V O 2 p p p p O O O W OO0 z;,. N N W 1 N ( P CO CO 03 CO cD g. N UI (0 a A 2 N N O N OD O W O O O m O O O O O O O "' 2 2 2 V - V O W V 2 OV W m 8 4OD A C 10 7 a n w 1A _ 9p0) 0) D A ww W . UIW A I� fT . A fA 0N 0 N N N N N N . . U g . . mm smNV % m m Q NNN0 coco 00 U V N V V 0 0 0 0 0 0 A N N N N N N N) N N N N N N N N N N N N N N N N N A a N ,,1 A (� N CO m f0 CO CO m f0 CO f0 40 f0 CO f0 m CO (0 m 00 10 f0 (0 f0 00 V N O O f0 COV N N go) co N N CO U a `c �• 3 w ,, Np ti pp -p co �p 12 co �7 co co co co N N N N N N MI CP ql .o. W m fly N a a m 8 A oN N N N N 2 �.1 N N W n 0 �(p N_ coW N f0 m N f0 f0 N f0 f0 f0 f0 f0 f0 f0 0 N A V N V (IS O N W W N V V VV _ pCi no N N N N N N N N N N) N N -+ . t p O N N W 8mU m V D O W 2 O 9 O O D m 0 to m D 8 o _ V _ N 8 V 880 7 V rn w CO 01 m I 0=) I I CO I - a a a a a a a a a a 0 73 CT -0 -0 -0 0 N w d C l c d t w c C CC JC JC T- JC Jc A- F J- J- JC "'C t0 c> my o 73 y0 v a S c m <O (0 O V J 0) (T (O O S g ,.0 O N N N N v a, (NT (NT CT a, (T N (T I I- IN n (D 00 a, CO co co O CO CO a, co T a a a. a. a. a. a. a. a. a. a. DF.D..8 8 8 8 8 8 8 8 8 8 /� D 3 3 3 3 3 3 3 3 3 3 mZ cuW 3 3 3 3 3 3 3 3 3 o 'm m 4 7 7 7 7 - 7 7 7 7 3 3 7 y D T 'O T T m12_ m - T U m 'O T 7 m - m m Cn EC m d m d m m co m 0 7 m w m m w m m v 3 D cp 7 J J 'i 7 7 7 7 op 7 "� 7 7 0 o Z ooZ o o' Z o o' Z o o Z o o Z o o Z o o Z o o' Z o o Z N(o 0). <co<o w. m(o d. m(o <. m m 0). m<o v. m m v. m Co v. m(o d. m(o d. 0 Z C W a D 7 7 7 a 7 - g. ° 3 CO D • Nw fin? �n? �n? N fin? il NA. k A h . om Z v y N D _1A _ - ..DmmA A A A A A A m m Z( c —Zv v c) 3 v co 3- I O A N) 9 01 A Na Q a, A N 9 0) A N Q a) A N) 9 CT A N Q 0) A N Q O A N) 9 a) A N Q a1 A N Q T m c n o o 0 - 0 o o N o o o - 0 0 0 a, 0 0 o - 0 0 0 a, 0 0 0 a, 0 0 0 N 0 0 0 a, 0 0 0 a -100 O 7 (� ,.] App (� (0J�1 G. a CON) CO (O CT CON COW CO00 A -. V V C1) A 0 O Jr.A O A 0) (OO (ND CT A 0 0 (T A 0 0 N ((00 a, 0) 0) a, <O (0 W CO W N (1� CO O -1-o <A ()N 0 N) N O -. j N) - N co 0) - N) W (J N N CO - N 0) A A N co A A N co � A CO CO A (7( CO W A CT () mo 1 g N 73 V � 0 co CO co (T O O A CO 0) N <T CO CO V CT 0 0 A a, - 01 0) -� N CT 0) - 0) CO <0 CO (1)y 5.-:,= g 0 a m- -<m v$n �Q 0 0 - 0 p - O - N O -+ Na N -+ N N -+ N Na CO -• j N CO - NJ N CO N N co CO N N CO C.) v 8, "� CO CO N) - A -, CO 03 - a, - <a co CO A CO CT CO 0) 0 00 - V <0 N V CO N) � 01 A V CO co 0) (0 n N N -.. N) N N N N N -+ N NN - N j N (T V V -4 V 0) V CO(OCO CO 140 V <<pp <<DD O <p O O <O O O co co O O CO _COtp 0 0 (O 0 CO 0 CO c 8 N O O ( CO CO 0 CO CO CO N O O 0) A A N A OD CO CT CT V <O V V V CO V -4 CT CT A A CO CO CO CO 0 m gu. 0 2,.3 � co A N U CO A 01 CO N 0< N) N V N CO0) V 0< CT V -4 N 0) V (O 0) 0) CO a, a, a) CO a, CO CT CO OD O V O) <O V V <0 <O C) o y- x o N N N CO co N CO <0 a, 0) O COCD CO <O 0 O) CO CO <D N) -4 CO <a N V (0 0 00 CP N) CO N) 07 0 I 3 00 01 N CO -A A CO CO A A CO A (T CT j A 8 (T A (T co 0) CT CT G. Q) j G 0) V 0< CT O V CT O) V V (T 0) V V v m V Cj A oa a V CO CO 0< 0 A CO 0) CO CO N 0) 0) CO <O V N (T 0 CT 01 CO V 0 0) -4 0 0) CO CO V 00 CT 0) (0 a. ESR-2290 I Most Widely Accepted and Trusted Page 12 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,20061BC/IRC 2012 IBC (Basic WInd Speed, (Ultimate Design V�3'9'12) Wind Speed, %lot"' PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT : TYPE',8 SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D No.8-18, Min.No. 0-15 168 168 137 217 217 177 1-5/8'long x 20 ga.x 20 168 158 137 217 204 177 HardiePlanke 5/16 4 0.323"HD Face 3.62"" 16 ribbed bugle Screwed 1.375" 40 168 147 131 217 190 169 head screw Metal C- stud 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 No.8-18, 15/8"long x Min.No. 20 168 158 137 217 204 177 HardiePlanke 5/16 6 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"' 40 168 147 131 217 190 169 head screw 1.375" 60 168 137 126 217 177 163 0-15 168 168 137 217 217 177 No.8-18, • 5 15/8"long x Face 20 ga.x 20 168 158 137 217 204 177 HardiePlank /16 61/4 0.323"HD 16 ribbed bugle 3'62 40 168 147 126 217 190 163 head screw 1.375" 60 168 137 121 217 177 156 0-15 168 147 128 217 190 183 No.8-18, 15/8'long x Min.No. 20 168 147 121 217 190 156 ® 5 71/4 or Face 20 ga.x HardiePlank /16 71/Z 0.323"HD Screwed 3.62"' 16 ribbed bugle 1 375„ 40 168 131 116 217 169 150 head screw 60 168 126 105 217 163 136 0-15 168 147 126 217 190 163 No.8-18, 15/8"long x Min.No. 20 168 147 121 217 190 156 HardiePlank® 5/16 8 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"" 40 168 131 116 217 169 150 head screw 1.375" 60 158 126 105 204 163 138 0-15 168 147 126 217 190 183 No.8-18, ® s 15/8'long x Face 20 ga.x 20 168 137 121 217 177 158 HardiePlank /56 81/4 0.323"HD Screwed 3.62"' 16 ribbed bugle 1 375„ 40 168 131 116 217 169 150 head screw 60 158 121 105 204 156 136 0-15 168 137 116 217 177 150 No.8-18, 1-5/8"long x Min.No. 20 188 131 110 217 169 142 ® 5 9/4or Face 20 ga.x HardiePlank /16 91/2 0.323"HD Screwed 3.62"' 16 ribbed bugle 40 158 121 105 204 156 136 head screw 1.375" 60 147 116 100 190 150 129 0-15 168 126 105 217 183 138 No.8-18, 1-5/8"long x Min.No. 20 168 121 95 217 156 123 HardiePlanke 5/16 12 0.323"HD Face 20 ga.x 16 ribbed bugle Screwed 3.62"" 40 137 110 95 177 142 123 head screw 1.375" 60 137 105 89 177 136 115 0-15 160 137 116 207 177 150 No.8-18, 15/8'long x Min.No. 20 160 137 116 207 177 150 HardiePlank. 5/16 4 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62". 40 155 126 110 200 183 142 head screw 1.375" 60 145 116 105 187 150 136 0-15 160 137 118 207 177 150 No.8-18, 15/8'long x Min.No. 20 160 137 116 207 177 150 HardiePlanke 5/16 6 0.323"HD Face 20 ga.x 24 ribbed bugle Screwed 3.62"" 40 154 126 110 199 163 142 head screw 1.375" 60 145 116 105 187 150 138 I so a=) w m w m co I I - N a a a a a a a a a a 0 cn iii 13 0 A- Cu- A- A- A- A- A- X El EC CJ x m-0 • ZO sz C0' (N)1 01 O O = C) C) CD l� (� (� (�' i n' N Z 7 D. N Z 7 D. N z D-D. N Z 7 D. --T Z T a O NCO Z O is)43 Z O K.)CO Z O jN 10 Z O N(O Z N V W m• N v•W m- o 2-W m• co W m N K W in —1 Q • Ota, O -Oi. O j U CCO O 3 pit O j,C 0 aaN co O.6.N OD aCaN3 co a(�n) co a�N m D to WO w WO WO N W_O O WO -0m Sy fm x � fm x � � m x � fm 00 0 x � fm x � 73 —{ a-Ico a,m a-iw a-iW (a-iw m 3 (O 7-' (n D'= t0 J- (O 7] co 7-. Co Co Co co Cn m N D Q moa � � a . � a moa Baa �' 7qT q � q � RT -4- X D z °� z o� z 0 o z 0 O z 11.$ $ 2 $ $ 6z 3 C 7-006. 7-0 to 7Da. 7a0 `a Caa ON((Z) 3 W > CO N N N N N _L W O -+co N0 3 -+(.)0 K -,W 0"4 -W NOK (� x x x x x C A A A A A (V)1Nw Z 01Nv Z 01Nd z 01 -. Z ()INd Z rt1 5 o ,x O = ,x O = ,x O c ,x O = .x O om Z a Cn 0) 0) 0) 0) 0) A A A A A z C) C m —ZO a C) 3 a W s W A N O O) A N O a) A N 9 0) A Na 9 0) A N 9 0) A N 9 0) A N 9 0) A N O 0) A N 9 0) A N Q 71 [ 0 O o 0 - 0 0 O N 0 0 0 - 0 O 0 - 0 O O -- 0 O O s, 0 0 0 N 0 0 0 - O O O -- 0 0 0 U 1! 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(p S ,p 7 10 ? 3 D CD 7 7 - J J 7 7 7 J 7 CD Q 0 o a m c n o o a o a n o o a o a n o o a oo a o 0 Z i m 0 Z p+0 Z 0 Z Z 0 Z 0 Z �� �� 62 C 7 N. - D), 'O (D, 'O J D). -p 7 N_ -0 7 fL_ a _ _ _. 0) x� tea° (a CD °o x� x�`8 x-�g F$ g F$ B x-a° a tea° a C 3 CO > i (.1)N Ni N Ni N N N N N N j 0 X X X X X X X X X X - A A A A A A A A A A m 3 mm Z 0 N N _ _ _ —D� m A A A A A A A 0) O) 0) Z 0 C m —Z O c) 3 a .--- IC O) A N 9 0) A N 9 O) A N 9 0) A N 9 O) A N 9 CA A N 9 0) A N 9 .0 A N 9 W A N 9 CD A N) O T m r C 0 o o 0 N o 0 0 - 0 0 0 N 0 0 0 - 0 0 0 - 0 0 0 - 0 0 0 cn o o - o O O - 0 0 0 CT 1=0 0 7 ' CcO A A (O8 8 O CO CO NNNp OOONWWWW W A OD OOD A D 0 O (O W COW A 0 01 (n N OD i_ 3 8 N CO g 8 0 , a g $ p°n C0 0 0 W 0 0 o O o ao 0 0 0 0 (w 0 ? 0 0 0 — n m o It ' ' ' U W V (O O) OD OD N (D (n tO V O W O W O V W N fix$ -<m V sO 8 w , , eD m w 0 8 c0 0 CD 0 0 - , g co 0 , co co 0 0 0 co o v 11111111111111 m v 0 v o m v v o W v co cn o W CO CO -p pp pp p C) O O) N N) V A CO N) N) V N) N 01 N V V V A 0 0 COWV W W 0 N N N W O W 0) CO0))) N OD 00 A N 01 CD CQ N `A ) . 0 . . - - . N) 0 - N N) -+ N N N N W CO CO A 01 01 - N N W --• N) W C.) N CO A A C) y -qn N"�y � V 0 A V O) 0 OD CJ 01 0 01 CO V CD (T CO CT CD 01 0 CO W V N 01 01 O O A ^y0 N C W M 2 -•7,3(7 -‹m n 6 i 1 1 . . i 1 1 - N N N) CO W j 0 -. N) -• NN N) N CO v J Q 0 W W N N CA A 0) 01 0 0) V - CO N CO N 0) 0 00 ESR-2290 I Most Widely Accepted and Trusted Page 15 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design �9,z Wind Speed, V ) V 10'1,) un PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT • z TYPE'e SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D 0-15 93 - - 119 - - No.11 Blind Nailed 20 93 - - 119 - - HardiePlank° 5/16 g 5 gauge, Through top 2 x 4 24 1.25"long edge of plank 40 89 - - 115 - - roofing nail g 60 - - - - - - 0-15 170 170 166 219 219 214 No.11 Blind Nailed 20 170 170 162 219 219 209 HardiePlank° 5/16 5 25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 170 165 153 219 213 197 roofing Nail 60 170 158 147 219 205 190 0-15 170 164 149 219 211 192 No.11 Blind Nailed 20 170 159 145 219 205 187 HardiePlank° 5/16 6.25 Bind Iong55 Through top 2 x 4 16 roofing Nail edge of plank 40 170 148 137 219 191 176 60 164 142 132 211 183 170 0-15 164 149 138 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 HardiePlank° 5/16 7.25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 158 135 125 204 174 161 roofing Nail 60 149 129 120 193 167 155 0-15 161 146 133 208 189 172 No.11 Blind Nailed 20 161 142 130 208 183 167 HardiePlank° 5/16 7 5 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 155 132 122 200 171 158 roofing Nail 60 146 127 118 189 164 152 0-15 155 141 128 200 182 165 No.11 Blind Nailed 20 155 137 125 200 176 161 HardiePlank° 5/16 8 guageinch longs Through top 2 x 4 16 roofing Nail edge of plank 40 149 127 117 192 164 152 60 141 122 113 182 157 148 0-15 152 138 128 197 178 162 No.11 Blind Nailed 20 152 134 123 197 173 158 HardiePlank° 5/16 8.25 guage,1.75 Through top 2 x 4 16 inch long edge of plank 40 146 125 115 189 161 149 roofing Nail g 60 138 120 111 178 155 144 0-15 142 129 117 184 167 152 No.11 Blind Nailed 20 142 126 115 184 182 148 HardiePlank° 5/16 9.25 guage,longs Through top 2 x 4 16 inchroofing Nail edge of plank 40 137 117 108 176 151 139 60 129 112 104 167 145 134 0-15 140 127 118 181 164 149 No.11 Blind Nailed 20 140 124 113 181 160 146 HardiePlank° 5/16 9.5 guage,inch Iong5 Through top 2 x 4 16 roofing Nail edge of plank 40 135 115 106 174 148 137 60 127 110 102 164 142 132 0-15 164 149 136 212 193 175 No.11 Blind Nailed 20 164 145 132 212 187 171 HardiePlank° 5/16 5.25 guage,inch Tongs Through top 2 x 4 24 roofing Nail edge of plank 40 158 135 125 204 147 161 60 149 129 120 193 167 155 ESR-2290 I Most Widely Accepted and Trusted Page 16 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 1912 Wind Speed, V� ) V 1011) uR PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE METHOD' TYPE1.8 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 147 134 121 190 172 157 No.11 Blind Nailed 20 147 130 118 190 168 153 HardiePlank® 5/16 6.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 141 121 111 182 156 144 roofing Nail g 60 134 116 108 172 150 139 0-15 134 122 111 173 157 143 No.11 Blind Nailed 20 134 118 108 173 153 140 HardiePlank® 5/16 7 25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 129 110 102 166 142 131 roofing Nail 60 122 106 98 157 136 127 0-15 132 119 109 170 154 140 No.11 Blind Nailed 20 132 116 106 170 150 137 HardiePlank 5/16 7 5 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 126 108 100 183 139 129 roofing Nail 60 119 104 96 154 134 124 0-15 127 115 104 163 148 135 No.11 Blind Nailed 20 127 112 102 163 144 132 HardiePlank 5/18 8 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 122 104 96 157 134 124 roofing Nail g 60 115 100 93 148 129 120 0-15 124 113 102 181 146 132 No.11 Blind Nailed 20 124 110 100 161 142 129 HardiePlank® 5/16 8.25 guage,1.75 Through top 2 x 4 24 inch long edge of plank 40 119 102 94 154 132 122 roofing Nail 80 113 98 91 146 126 117 0-15 116 106 96 150 136 124 No.11 Blind Nailed 20 116 103 94 150 133 121 HardiePlank® 5/16 9.25 guage,inch longs Through top 2 x 4 24 roofing Nail edge of plank 40 112 95 88 144 123 114 80 106 92 85 136 118 110 0-15 114 104 94 148 134 122 No.11 Blind Nailed 20 114 101 92 148 130 119 HardiePlank® 5/16 9.5 gunge,1.75 Through top 2 x 4 24 lng roofing Nail edge of plank 40 110 94 87 142 121 112 60 104 90 - 134 116 - No.8 x 11/, Min.No. 0-15 168 168 137 217 217 177 in.long x 20 ga.x 20 168 158 137 217 204 177 HardiePlank® 5/16 4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 128 217 190 163 waferhead Metal C- screws stud 60 168 137 121 217 177 156 No.8 x11/4 Min.No. 0-15 168 168 137 217 217 177 in.long x 20 ga.x 20 168 158 137 217 204 177 HardiePlank® 5/i6 6 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 126 217 190 163 waferhead Metal C- - screws stud 60 168 137 121 217 177 156 No.8 x 11/, Min.No. 0-15 168 158 142 217 204 183 in.long x 20 ga.x 20 168 158 131 217 204 169 HardiePlank 5/16 61/4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 168 147 126 217 190 163 waferhead Metal C- screws stud 60 158 137 121 204 177 158 ESR-2290 I Most Widely Accepted and Trusted Page 17 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, Ornate Design a u 12 Wind Speed, V,.a ) V101 ,) PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE METHOD2 TYPE1.8 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D No.8 x 11/, Min.No. 0-15 168 152 126 217 196 163 in.long x 20 ga.x 20 168 147 116 217 190 150 HardiePlank® 566 71/,or 0.375 in. Blind 3.62"x 16 71/2 HD ribbed Screwed 1.375" 40 168 137 116 217 177 150 waferhead Metal C- screws stud 60 158 126 110 204 163 142 No.8 x 11/4 Min.No. 0-15 168 147 116 217 190 150 n.long x 20 ga.x 20 168 137 116 217 177 150 HardiePlank® 568 g 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 158 126 105 204 163 136 waferhead Metal C- screws stud 60 147 121 105 190 156 136 No.8 x 11/, Min.No. 0-15 168 142 121 217 183 156 in.long x 20 ga.x 20 168 137 116 217 177 150 HardiePlank® 5/18 81/4 0.375 in. Blind 3.62"x 16 HD ribbed Screwed 1.375" 40 158 126 110 204 163 142 waferhead Metal C- screws stud 60 147 116 105 190 150 136 No.8 x11/4 Min.No. 0-15 168 137 116 217 177 150 in.long x 20 ga.X e 5 91/4 or 0.375 in. Blind 3.62"x 20 168 128 105 217 163 136 HardiePlank /,8 g1/2 HD ribbed Screwed 1.375" 16 40 158 116 105 204 150 136 waferhead Metal C- screws stud 60 137 110 100 177 142 129 No.8 x11/4 Mn.No. 0-15 160 137 116 207 177 150 in.long x 20 ga.x 20 160 131 110 207 169 142 HardiePlank® 5/18 4 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 152 121 105 196 156 138 waferhead Metal C- SCrews stud 60 145 116 100 187 150 129 No.8 x 11/4 Min.No. 0-15 160 137 118 207 177 150 in.long x 20 ga.x 20 160 131 110 207 169 142 HardiePlank® 5/16 6 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 152 121 105 196 156 136 waferhead Metal C- screws stud 60 145 116 100 187 150 129 No.8 x 11/, Min.No. 0-15 160 137 116 207 177 150 in.long x 20 ga.x 20 160 131 105 207 169 136 HardiePlank® 5/16 61/4 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 154 121 105 199 156 136 waferhead Metal C- screws stud 60 145 116 100 187 150 129 No.8 x 11/4 Min.No. 0-15 160 126 105 207 163 136 in.long x 20 ga.x 20 160 116 100 207 150 129 HardiePlank® 5/18 71/,or 0.375 in. Blind 3.62"x 24 7112 HD ribbed Screwed 1.375" 40 147 105 89 190 136 115 waferhead Metal C- screws stud 60 137 89 89 177 115 115 No.8 x 11/4 Min.No. 0-15 160 121 100 207 156 129 n.long x 20 ga.x 20 158 116 100 204 150 129 ® 5 0.375 in. Blind 3.62"x HardiePlank /16 8 HD ribbed Screwed 1.375" 24 40 142 105 89 183 136 115 waferhead Metal C- screws stud 60 131 100 89 169 129 115 No.8 x 11/, Min.No. 0-15 160 121 100 207 156 129 in.long x 20 ga.x 20 158 116 100 204 150 129 HardiePlank® 5/i6 81/4 0.375 in. Blind 3.62"x 24 HD ribbed Screwed 1.375" 40 142 105 89 183 136 115 waferhead Metal C- screws stud 60 126 100 89 163 129 115 ESR-2290 I Most Widely Accepted and Trusted Page 18 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design 7912 Wind S , V.w ) V 1 11) PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE' METHOD2 TYPE1.8 SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D No.8 x 11/, Min.No. 0-15 158 116 95 204 150 123 in.long x 20 ga.x 20 147 105 89 190 136 115 HardiePlank® 5/18 91/,or 0.375 in. Blind 3.62'x 24 91/2 HD ribbed Screwed 1.375' 40 131 95 85 169 123 110 waferhead Metal C- screws stud 60 121 89 85 156 115 110 6d-2 inch 0-15 141 128 118 182 165 150 long X 0.093 inch Blind Nailed 20 141 124 114 182 160 147 HardiePlank® 5/16 5.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 135 116 107 174 150 138 head diameter 60 128 111 103 165 143 133 siding nail 6d-2 inch 0-15 126 114 104 163 147 134 long X 0.093 inch Blind Nailed 20 126 111 102 163 143 132 shank X 2 x 4 HardiePlank® 5/16 6.25 16 0.222 inch Through top wood 40 121 103 96 156 133 124 head edge of plank diameter 60 114 99 92 147 128 119 siding nail , 6d-2 inch 0-15 115 104 95 148 134 123 long X 0.093 inch Blind Nailed 20 115 102 93 148 132 120 HardiePlank® 5/16 7.25 shank X Through top 2 x 4 16 0.222 inch edge of plank wood 40 110 94 87 142 121 112 head diameter 60 104 91 - 134 117 - siding nail 6d-2 inch 0-15 113 102 93 146 132 120 long X 0.093 inch Blind Nailed 20 113 99 91 146 128 117 a s shankX 2x4 HardiePlank /16 7.5 Through top 16 0.222 inch wood 40 108 93 85 139 120 110 head edge of plank diameter 60 102 89 - 132 115 - siding nail 6d-2 inch 0-15 109 99 90 141 128 116 long X 0.093 inch Blind Nailed 20 109 96 87 141 124 112 shank X HardiePlank® 5/16 8 0.222 inch wood top �d 16 40 104 89 - 134 115 - head edge of plank diameter 60 99 85 - 128 110 - siding nail 6d-2 inch 0-15 107 97 88 138 125 114 long X 0.093 inch Blind Nailed 20 107 94 86 138 121 111 HardiePlank 5/t6 8.25 0.222 inch wood top 16 40 102 88 132 114 edge of plank head diameter 60 97 - - 125 - - siding nail 6d-2 inch 0-15 100 90 - 129 116 - long X 0.093 inch Blind Nailed 20 100 88 - 129 114 - HardiePlank 5/16 9.25 0222 inch wood top 16 40 96 - - 124 - - head edge of plank diameter 60 90 - - 116 - - siding nail 6d-2 inch 0-15 98 89 - 127 115 - long X 0.093 inch Blind Nailed 20 98 87 127 112 HardiePlank 5/,6 9.5 0.222 shank wooThrough top 16 16 40 94 - - 121 - - head edge of plank diameter 60 89 - - 115 - - siding nail ESR-2290 I Most Widely Accepted and Trusted Page 19 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 1BC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design ,,12 Wind Speed, V..a ) V, °11) PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE` METHOD TYPE1'a SPACING HEIGHT THICK. WIDTH (IN.) (FT.) B C D B C D 6d-2 inch 0-15 115 104 95 148 134 123 long X 0.093 inch Blind Nailed 20 115 102 93 148 132 120 HardiePlanke 5/18 5.25 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 110 94 87 142 121 112 head diameter 60 104 91 - 134 117 - siding nail 6d-2 inch 0-15 103 93 - 133 120 - long X 0.093 inch Blind Nailed 20 103 91 - 133 117 - HardiePlanke 5/16 6.25 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 99 - 128 - - head diameter 60 93 - - 120 - - siding nail 6d-2 inch 0-15 94 85 - 121 110 - long X 0.093 inch Blind Nailed 20 94 - - 121 - - HardiePlanke 568 7.25 shank X Through top 2 x 4 24 0.222 inch wood 40 90 - - 116 - - heed edge of plank diameter 60 85 - - 110 - - siding nail 6d-2 inch 0-15 92 - - 119 - - long X 0.093 inch Blind Nailed 20 92 - - 119 - - HardiePlanke 5/18 7.5 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 88 - 114 - - head diameter 60 - - - _ _ _ siding nail 6d-2 inch 0-15 89 - - 115 - - long X 0.093 inch Blind Nailed 20 89 - - 115 - - snk X 2 x 4 0. HardiePlanke 5/18 8 222 inch Through top 24 40 85 - 110 - - head edge of plank diameter 60 - - - - - - siding nail 6d-2 inch 0-15 87 - - 112 - - long X • 0.093 inch Blind Nailed 20 87 112 - - HardiePlanke 5613 8.25 shank X Through top 2 x 4 24 0.222 inch edge of plank wood 40 - - - - head diameter 60 - - - - - - siding nail 0-15 153 138 126 198 178 163 0.097' shank X face nailed 20 153 135 123 198 174 159 HardiePlank® 5/18 58.25 0.222"HD X through plank 2u 4 16 2.5"long overlap 40 146 125 116 188 181 150 gale.nail 60 138 120 112 178 155 145 0-15 143 130 118 185 168 152 0.097' shank X face nailed 2 x 4 20 143 126 115 185 183 148 HardiePlank® 5/18 9.25 0.227'HD X through plank WOOd 16 2.5"long overlap 40 137 117 108 177 151 139 galy.nail 60 130 113 105 168 146 136 ESR-2290 I Most Widely Accepted and Trusted Page 20 of 27 TABLE 4-MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBCIIRC 2012 IBC (Basic Wind Speed, (U eDesign "ndv.4312) V '°'11) PRODUCT EXPOSURE EXPOSURE STUD BUILDING DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT TYPE METHOD] TYPE1'a SPACING HEIGHT - - - - THICK. WIDTH (IN.) (FT.) B C D B C D 0-15 141 128 116 182 165 150 0.092" shank X face nailed 20 141 124 113 182 160 146 HardiePlank® 5/16 9.5 0.227'HD X through plank wood 2.5"long overlap 40 135 116 107 174 150 138 galv.nail 60 128 111 103 165 143 133 0-15 123 112 101 159 144 131 0.092" shank X face nailed 20 123 108 99 159 140 128 HardiePlank® 5/18 12 0.227'HD X through plank wood 16 2.5"long overlap 40 118 101 934 152 130 120 galv.nail 60 112 97 90 144 125 116 8d ring 0-15 203 184 167 262 238 216 shank box face nailed 20 203 179 163 262 231 210 8 nail,0.113" 2 x 4 HardiePlank® /16 58.25 through plank 8 16 0.260nHD X overlap wood 40 194 166 153 250 214 198 2.375"L 60 184 159 148 238 205 191 8d ring 0-15 166 151 137 214 195 177 shank box face nailed 20 166 146 134 214 188 173 5nail,0.113" HardiePlank® /18 58.25 through plank 2x4 6 24 0.260nHD X overlap wood 40 159 136 126 205 178 163 2.375"L 60 151 131 121 195 169 156 0-15 151 137 125 195 177 161 0.097' shank X face nailed 2 x 4 20 151 133 122 195 172 158 HardiePlank® 5/16 58.25 0.227'HD X through plank6 16 2"long galv. overlap wood40 145 124 115 187 180 148 nail 60 137 119 111 177 154 143 0-15 187 170 154 241 219 199 0.097' shank X face nailed 2 20 187 165 151 241 213 195 x 4 HardiePlank® 5/16 58.25 0.227'HD X through plank 2 x 6 16 2.5"long overlap 40 180 154 142 232 199 183 galv.nail 60 170 147 137 219 190 177 Attached 0-15 207 188 171 287 243 221 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 207 183 167 267 236 216 HardiePlank® 5/16 5.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 199 170 157 257 219 203 head screw5 center sheathin g only 60 188 163 152 243 210 196 Attached 0-15 183 166 151 236 214 195 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 183 181 147 238 208 190 HardiePlank® 5/16 6.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 176 150 139 227 194 179 head screws center sheathin g only 60 166 144 134 214 186 173 Attached 0-15 165 150 136 213 194 178 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 165 145 133 213 187 172 HardiePlank® 5/16 7.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 158 135 125 204 174 161 head screw6 center sheathin g only 60 150 130 120 194 168 155 Attached 0-15 150 136 124 194 178 160 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 150 133 121 194 172 156 HardiePlank® 5/18 8.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 144 123 114 186 159 147 head screw5 center sheathin g only 60 136 118 110 176 152 142 ESR-2290 I Most Widely Accepted and Trusted Page 21 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)3(Continued) 2012 IRC,2009 2015 IBCIIRC and IBC/IRC,2006 IBCIIRC 2012 IBC (Basic Wind Speed, (Ultimate Design WindSp a 912 eed, V,.a ) VA") PRODUCT STUD BUILDING EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME CATEGORY CATEGORY PRODUCT 2 T�PE'1 e SPACING HEIGHT THICK. WIDTH TYPE METHOD (IN.) (FT.) B C D B C D Attached 0-15 139 126 114 179 163 147 No.8 X 1- blind screw to 7/16" 5/8"long X through top wood 7/16"WSP 20 139 122 112 179 158 145 HardiePlank® 5/113 9.25 0.375"HD edge of plank structural attached ribbed wafer at 12 in.on panel per code 40 133 114 105 172 147 136 head screws center sheathin g only 60 126 109 101 163 141 130 0.090" Attached 0-15 145 132 120 187 170 155 shank X blind nail to 7/16" through top wood 7/16"WSP 20 145 128 117 187 165 151 HardiePlank® 5/16 58.25 0.215 1.5"long X edge of plank structural attached ring shank at 8 in.on panel per code 40 139 119 110 179 154 142 nails center sheathin g only 60 132 114 106 170 147 137 0.090" Attached 0-15 166 150 137 214 194 177 shank X blind nail to 7/16" through top wood 7/16"WSP 20 166 146 133 214 188 172 HardiePlank® 5/16 58.25 0'2 5,lX edge of plank structural attached 1.ring shank at 6 in.on panel per code 40 159 136 125 205 176 161 MI6 center sheathin g only 60 150 130 121 194 168 156 0.091" Attached 0-15 100 91 - 129 117 - to 7/16" shank, Face Nailed wood 7/16"WSP 20 100 88 - 129 114 - HardiePlank® 5/16 <91/2 0.221"HD, through the structural attached 1.5"long overlap at 12" panel per code 40 96 - 124 - - ring shank o.c. sheathin nail 60 91 - - 117 - - g only 0-15 184 167 152 238 216 198 0.097' shank X blind nail 20 184 162 148 238 209 191 Artisan®Lap 5/e 5.25 0.225"HD X through top Wim, 16 2.25"long edge of plank 40 177 151 140 229 195 181 galv.Nail 60 167 145 135 216 187 174 0-15 135 122 111 174 158 143 0.097' shank X blind nail 2X4 20 135 119 108 174 154 139 Artisan®Lap 5/8 7.25 0.225"HD X through top Wim, 16 2.25"long edge of plank 40 129 111 102 167 143 132 galv.Nail 60 122 106 98 158 137 127 0-15 117 106 96 151 137 124 0.097' shank X blind nail 2X4 20 117 103 94 151 133 121 Artisan®Lap 5/8 8.25 0.225"HD X through top Wim, 16 2.25"long edge of plank 40 112 96 88 145 124 114 galv.Nail 60 106 92 85 137 119 110 0-15 132 119 109 170 154 141 0.097' shank X blind nail 2X4 20 132 116 106 170 150 137 Artisan®Lap 5/8 5.25 0.225"HD X through top 7 24 2.25"long edge of plank 40 126 108 100 163 139 129 galv.nail 80 119 104 96 154 134 124 0-15 99 90 - 128 116 - 0.097' shank X blind nail 2X4 20 99 87 - 128 112 - Artisan®Lap 5/8 7.25 0.225"HD X through top W7 24 2.25"long edge of plank 40 95 - - 123 - - galy.nail 60 90 - - 116 - - 0-15 88 - - 114 - - 0.092" shank X blind nail 20 88 - - 114 - - Artisan®Lap 5/8 8.25 0.225"HD X through top , 24 2.25"long edge of plank 40 - - - - - - galv.nail 60 - - - - - - ESR-2290 I Most Widely Accepted and Trusted Page 22 of 27 TABLE 4—MAXIMUM BASIC WIND SPEED(mph)'(Continued) • 2012 IRC,2009 2015 IBC/IRC and IBC/IRC,2006 IBC/IRC 2012 IBC (Basic Wind Speed, (Ultimate Design V o 12 Wlnd Speed, ..e" ) V„it 1) PRODUCT EXPOSURE EXPOSURE DIMENSION(IN.) FASTENER FASTENING FRAME STUD BUILDING CATEGORY CATEGORY PRODUCT TYPE4 METHOD' TYPE1'8 SPACING HEIGHT - - THICK. WIDTH (IN.) (FT.) B C D B C D Min.No. 0-15 181 164 149 234 212 192 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 181 159 146 234 205 188 Artisan®Lap 5/8 5.25 0.323"HD through top 1 375X 16 ribbed bugle edge of plankMetal C 40 174 148 137 225 191 177 head screw stud 60 164 142 132 212 183 170 Min.No. 0-15 157 142 129 203 183 187 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 157 138 126 203 178 163 Artisan®Lap 5/8 7.25 0.323"HD through top 1 375X 16 ribbed bugle edge of plank 40 150 128 119 194 165 154 head screw Metal C- __ .. stud 60 142 123 114 183 159 147 Min.No. 0-15 149 135 123 192 174 159 No.8 X 1- 20 ga.x 5/8"long X blind screw 20 149 131 120 192 169 155 Artisan®Lap 5/8 8.25 0.323"HD through top 3.67'x 16 1ribbed bugle edge of plank mS etaG 40 143 122 113 185 158 146 head screw stud 60 135 117 109 174 151 141 Min.No. 0-15 180 163 148 232 210 191 No.8 X 1- 20 ga.x 5/8"long X blind screw 3.62"x 20 180 158 145 232 204 187 Artisan®Lap 5/8 5.25 0.323"HD through top 24 Metal ribbed bugle edge of plank Metal C- 40 172 147 136 222 190 176 head screw stud 60 163 141 131 210 182 169 Min.No. 0-15 144 130 118 186 168 152 No.8 X 1- 20 ga.x 5/8"long X blind screw 3.62"x 20 144 127 116 186 164 150 Artisan®Lap 5/8 7.25 0.323"HD through top 24 ribbed bugle edge of plank 1'375 40 138 118 109 178 152 141 head screw Metal C- stud 60 130 113 105 168 146 138 Min.No. 0-15 132 119 108 170 154 139 No.8 X 1- 20 gax 5/8"long X blind screw 20 132 116 106 170 150 137 Artisan®Lap 5/8 8.25 0.323"HD through top 3.62 x. 24 ribbed bugle edge of plank 1'375 40 126 108 100 183 139 129 head screw Metal C- stud 60 119 104 96 154 134 124 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'Values are for species of wood having a specific gravity of 0.42 or greater,unless otherwise noted. 'Face=Fastened through the overlapping plank.Blind=Fastened through the top edge of single plank. end speed design assumptions per Section 30.4,Method 2,of ASCE 7-10:I=1.0,Kzt=1,Kd=0.85,GC,;=0.18,GC,=-1.4. 4ET&F pin fasteners have knurled shanks. 'Fastener length shall be sufficient to penetrate back side of the minimum 7/16"WSP sheathing by at least W for nails or 3 full threads for screws. 'Values are for species of wood having a specific gravity of 0.50 or greater. 'Values are for species of wood having a specific gravity of 0.40 or greater. 'Metal studs must be minimum Fy=33 ksi. 9N/a,=nominal design wind speed. 10V„n=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 122015 and 2012 IBC Section 1609.3.1,Eqn.16-33, Vasa=VU8'0.6 ESR-2290 I Most Widely Accepted and Trusted Page 23 of 27 TABLE 5-(V„d 100 MPH;Vo 129 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2„4'° Building <61/2-inch wide 71/4-&71/2-inch wide 8-&81/4-inch wide 04-&02-Inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C ` D 0-15 24 24 24 24 24 24 24 24 21 24 23 19 20 24 24 24 24 24 23 24 24 20 24 21 18 30 24 24 24 24 24 21 24 22 19 24 20 17 40 24 24 23 24 24 20 24 21 18 24 19 16 50 24 24 22 24 22 19 24 20 17 24 18 15 60 24 24 22 24 22 19 24 19 17 23 17 15 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 'HardiePlank°Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 'Artisan°Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in., shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in., length=1.5 in.),Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.).'Maximum nominal design wind speed(V.:4)shall be 100 mph.Maximum ultimate design wind speed(V.)shall be 129 mph. °Interpolation of spacing to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 6-(V„d 110 MPH;V„5 142 MPH)3 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2'4" Building <61/2-inch wide 71/4-&71/2-inch wide 8-&81/4-inch wide 04-&91/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D - 0-15 24 24 22 24 24 19 24 21 17 23 19 15 20 24 24 21 24 22 18 24 20 16 23 18 15 30 24 24 20 24 20 17 24 18 15 23 16 14 40 24 22 19 24 19 16 24 17 15 21 15 13 50 24 21 18 24 18 16 22 16 14 20 14 12 60 24 20 18 23 18 15 21 16 14 19 14 12 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. • 'HardiePlank°Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 'Artisan°Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed(Vsd)shall be 110 mph Maximum ultimate design wind speed(VA)shall be 142 mph. °Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 7-(V„d 120 MPH;V„n 155 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL''''4 Building <61/2-inch wide 71/4-&71/2-inch wide 8-&81/4-inch wide 91/4-&9'/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D B C D B C D 0-15 24 23 19 24 20 17 21 18 15 19 16 13 20 24 22 18 24 19 16 21 17 14 19 15 12 30 24 20 17 24 17 15 21 15 13 19 14 12 40 24 19 16 22 16 14 20 14 12 18 13 11 50 24 18 16 21 16 13 18 14 12 17 12 11 60 23 17 15 20 15 13 18 13 11 16 12 10 For SI:1 inch=25,4 mm,1 foot=305 mm, 1 mph=0.44 m/s. 'HardiePlank°Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,Length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in.,length=1.3 in.). Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 'Artisan Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.5 in.).'Maximum nominal design wind speed(Va,d)shall be 120 mph.Maximum ultimate design wind speed(VA)shall be 155 mph. °Interpolation to address building height and other plank widths is permitted. 'The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 I Most Widely Accepted and Trusted Page 24 of 27 TABLE 8-(V,.d 130 MPH;V,,,t 168 MPH)' ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL12'4'5 Building <61l2 inch wide 7'/4-&7'/2-inch wide 8-&8'/4-inch wide 9'/4-&91/2-inch wide Height Exposure Exposure Exposure Exposure ( ) B C D B C D B C D B C D 0-15 24 20 16 21 17 14 18 15 12 16 14 11 20 24 19 15 21 16 13 18 14 12 16 13 11 30 24 17 14 21 15 12 18 13 11 16 12 10 40 22 16 14 19 14 12 17 12 11 15 11 9 50 21 15 13 18 13 11 16 12 10 14 11 9 60 20 15 13 17 13 11 15 11 10 13 10 9 For SI:1 inch=25.4 mm,1 foot=305 mm, 1 mph=0.44 m/s. 'HardiePlank°Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head dia.=0.30 in.,shank dia.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter =0.145 in.,length=1.25 in.). 2Artisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed shall be 130 mph.Maximum ultimate design wind speed(V„to shall be 168 mph. °Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 9--(V4sd 140 MPH;V„n 181 MPH)8 ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL" '° Building <61/2-inch wide el..&71/2IAch wide'•• 8-b'8'/4-Inch wide 04-&9112-inch wide Height(feet) Exposure . Exppsuts_' • Exposure. Exposure B C D B C D B C D B C D 0-15 21 17 14 18 15 • 12' 16 • 13 11 14 12 10 20 21 16 13 18 '_ 14 12 16 12 10 14 11 9 30 21 15 12 18 13 11 16 11 10 14 10 9 40 19 14 12 16 12 - - 10 15 11 9 13 9 8 50 18 13 11 15 11 10 14 10 9 12 9 8 60 17 13 11 15 11 10 13 10 • 9 12 9 8 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 1HardiePlanke Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.15 in.,length=1.3 in.), Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in., shank diameter=0.145 in.,length=1.25 in.). 2Artisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter =0.145 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(heed diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.).3Maximum nominal design wind speed shall be 140 mph.Maximum ultimate design wind speed(V„q shall be 181 mph. °Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). TABLE 10-(V444,150 MPH;V,4t 194 MPH)° ALLOWABLE FASTENER SPACING(IN.) JAMES HARDIE LAP SIDING FASTENED TO ASTM C90 CONCRETE MASONRY UNIT WALL1'2'" 1 Building <61/2-inch wide 71/4-&71/2-inch wide 8-.&81/4-Inch wide 91/4-&91/2-inch wide Height(feet) Exposure Exposure Exposure Exposure B C D B C D ' •B 'C D B C D 0-15 18 15 12 16 13 41 14 11 9 12 10 8 20 18 14 12 16 12 10 14 11 9 12 10 8 30 18 13 11 16 11 9 14 •10 8 12 9 7 40 16 12 10 14 10 9 13 9 8 11 8 7 50 15 12 10 13 10 9 12 9 8 11 8 7 60 15 11 10 13 10 8 11 8 7 10 8 7 For SI:1 inch=25.4 mm,1 foot=305 mm,1 mph=0.44 m/s. 1HardiePlanke Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(Er&F No.ASM-144-125,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.25-in.long),Max System block Nail(CP-C 832 W7-ICC,head dia.=0.30 in.,shank dia.=0.145 in.,length=1.3 in.),Aerosmith SurePin block nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.25 in.),or Jaaco Nail Pro(NP145S head diameter=0.30 in.,shank diameter =0.145 in.,length=1.25 in.). 2Artisan®Lap Siding fasteners must be ET&F Fastening Systems,Inc.ET&F block Nail(ET&F No.ASM-144-150,head diameter.=0.30 in.,shank diameter.=0.144 in.,length=1.5-in.long),Max System block Nail(CP-C 838 W7-ICC,head diameter.=0.30 in.,shank diameter.=0.145 in.,length=1.5 in.), Aerosmith SurePin block Nail(head diameter=0.30 in.,shank diameter=0.144 in.,length=1.5 in.),or Jaaco NailPro(NP145S head diameter=0.30 in.,shank diameter=0.145 in.,length=1.5 in.). 'Maximum nominal design wind speed shall be 150 mph.Maximum ultimate design wind speed(Vot)shall be 194 mph. "Interpolation to address building height and other plank widths is permitted. 5The lap conceals the fasteners of the previous course(Blind Nailed). ESR-2290 I Most Widely Accepted and Trusted Page 25 of 27 TABLE 11—ALLOWABLE BASIC WIND SPEEDS(mph)FOR HARDIESHINGLETM(NEW HARDIESHINGLET") INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBC/IRC,2006 2015 IOCARC and 2012 IBC IBCARC (Ultimate Design Wind Speed, (Bank Wind Speed,V.,a1'U) V„j4) Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Fastener Location Building B C B C (feet) flinch exposure 0-15 126 110 163 142 20 2 roofing nails 9 inches from 126 105 163 136 butt edge 40 126 95 163 123 60 126 89 163 115 7 inch exposure 0-15 126 126 163 163 20 2 roofing nails 8 inches from 126 121 163 156 hs Min.0.121 in.shank x 40 126 110 163 142 Minimum /a2 inch thick butt edge plywood complying with DOC 0.371 in.HD x 11/4 in.long 60 126 105 163 136 corrosion resistant roofing 0-15 126 126 163 163 PS 1-95 Nail 6 inch exposure 20 126 126 163 163 2 roofing nails 7 inches from 40 126 121 163 156 butt edge 60 126 116 163 150 0-15 126 126 163 163 5 inch exposure 20 126 126 163 163 2 roofing nails 6 inches from40 126 121 163 156 butt edge 60 126 116 163 150 For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. Wind speed design assumptions per Sedan 6.5,Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 21/.,,,=nominal design wind speed. 3V,n=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V...=11,,'/ TABLE 12—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLET" (NEW HARDIESHINGLET") ' INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009IBC/IRC,2006 I 2015 IBC/1RC and 2012 IBC IBCARC (Ultimate Design Wind Speed, (Basic Wind Speed,V.,a11 ) V,a3'4) Weather Exposure and Height of Exposure Category Exposure Category Sheathing Type Siding Fastener TypeFastener Location Building B C B c (feet) 8 inch exposure 0-15 126 89 163 115 2 siding nails 9 inches from 20 126 89 163 115 butt edge 40 105 85 136 110 60 100 129 0-15 126 105 163 136 7 inch exposure 20 126 100 163 129 2 siding nails 8 inches from ao 121 95 156 123 Minimum T/,"inch thick OSB Min.0.091 in.shanks butt edge 60 116 89 150 115 sheathing complying with 0.221 in.HD x 1 /2 in.long 0-15 126 116 163 150 DOC-PS 2-95 corrosion resistant siding 6 inch exposure Nail 20 126 110 163 142 2 siding nails 7 inches from butt edge 40 126 105 163 136 60 126 95 163 123 0-15 126 116 183 150 5 inch exposure 20 126 110 163 142 2 siding nails 6 inches from 126 105 163 136 butt edge 60 126 95 183 123 For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Section 6.5,Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2V =nominal design wind speed. 3V,,,,=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 52015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V,."=V,,,, 0.6 TABLE 13—ALLOWABLE BASIC WIND SPEEDS(MPH)FOR HARDIESHINGLET"(NEW HARDIESHINGLET") INDIVIDUAL SHINGLE EXTERIOR WALL FINISH 2012 IRC,2009 IBC/IRC,2006 2015 IBCARC and 2012 IBC IBCARC (Ultimate Design Wind Speed, (Basic Wind Speed,V.a''='r) V„R:'`) Weather Exposure and Fastener Height of Exposure Category Exposure Category Sheathing Type Siding Fastener Type Location Building B C B C (feet) 8 inch exposure, 0-15 116 116 150 150 3 nails for shingles greater than 8 in. 20 110 110 142 142 wide,2 nails for shingles 8 in.wide and 40 100 100 129 129 narrower,9 inches from drip edge 60 95 95 123 123 7 inch exposure 0-15 126 126 163 163 Min.0.091 in. shank 3 nails for shingles greater than 8 in. 20 121 121 156 156 Minimum /,s inch thick OSB 1 wide,2 nails for shingles 8 in.wide end 40 110 110 142 142 0.221 in.HD x 1-V2 in.long sheathing complying with narrower,8 inches from drip edge 60 105 105 136 136 corrosion resistant siding DOC-PS 2-95 6 inch exposure 0-15 126 126 163 163 Nail 3 nails for shingles greater than 8 in. 20 126 126 163 163 wide,2 nails for shingles 8 in.wide and 40 126 126 163 163 narrower,7 inches from drip edge 60 121 121 156 156 5 inch exposure 0-15 126 126 163 163 3 nails for shingles greater than 8 in. 20 126 126 163 163 wide,2 nails for shingles 8 in.wide arid 40 126 126 163 163 narrower,6 inches from drip edge 60 121 121 156 156 For SI:1 foot=305 mm,1 inch=25.4 mm,1 mph=0.44 m/s. 'Wind speed design assumptions per Sedan 6.5,Method 2,of ASCE 7-05:I=1.0,Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4. 2N./..d=nominal design wind speed. 'VW=ultimate design wind speed. 'Wind speed design assumptions per Section 30.4,of ASCE 7-10:Kzt=1,Kd=0.85,GCpi=0.18,GCp=-1.4 52015 and 2012 IBC Section 1609.3.1,Eqn.16-33, V..,=V„u v .,,coca Widely ,.*r TnJ;trc. ICC-ES Evaluation Report ESR-2290 CBC and CRC Supplement Reissued March 2018 This report is subject to renewal March 2020. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 46 46—Fiber-Cement Siding REPORT HOLDER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CALIFORNIA 92337 (800)942-7343 www.jameshardie.com i nfo(ahameshardie.com EVALUATION SUBJECT: HARDIESHINGLET'"(NEW HARDIESHINGLE®)PANELS, HARDIEPLANK Th'LAP SIDING,ARTISAN®LAP SIDING,AND HARDIESHINGLEI'"(NEW HARDIESHINGLE®)INDIVIDUAL SHINGLES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that HARDIESHINGLETM' (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM' LAP SIDING, ARTISAN® LAP SIDING, AND HARDIESHINGLETM' (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, recognized in ICC-ES master evaluation report ESR-2290, have also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2016 California Building Code®(CBC) • 2016 California Residential Code®(CRC) 2.0 CONCLUSIONS 2.1 CBC: The HARDIESHINGLET'" (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTM' LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLETM' (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CBC Chapter 14, provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the master report and the additional requirements of CBC Chapters 14, 17, and 17A, as applicable. The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland–Urban Interface Area requires installation in accordance with the 2015 International Building Code (IBC) provisions of the master report and the additional requirements of CBC Sections 701A.3, 704A.3 and 707A.3, as applicable. 2.2 CRC: The HARDIESHINGLETm (NEW HARDIESHINGLE®) PANELS, HARDIEPLANKTm LAP SIDING, ARTISAN® LAP SIDING, and HARDIESHINGLE m (NEW HARDIESHINGLE®) INDIVIDUAL SHINGLES, described in Sections 2.0 through 7.0 of the master evaluation report ESR-2290, comply with CRC Chapter 7, provided the design and installation are in accordance with the 2015 International Residential Code®(IRC) provisions noted in the master report. ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed (ANSI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. -- ► Copyright 0 2018 ICC Evaluation Service,LLC. All rights reserved. Page 26 of 27 ESR-2290 I Most iMdely Accepted and Trusted Page 27 of 27 The use of the products in construction of noncombustible or ignition-resistant exterior walls of new buildings located in any Fire Hazard Severity Zone within State Responsibility Areas or any Wildland—Urban Interface Area requires installation in accordance with the 2015 International Residential Code® (IRC) provisions of the master report and the additional requirements of CRC Sections R337.1.3.1 and R337.7, as applicable. The products recognized in this supplement have not been evaluated for compliance with the International Wildland—Urban Interface Code®. This supplement expires concurrently with the master report, reissued March 2018. 461/4ifi;_i HardiePlane Lap Siding CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs,Path, Steps to Siding ig m•-----, —,,,,,,,,,-- Z Flashing �./,p., .s required l / 40�� by 4 C4 x4 coda T i Min. Min./ in. Do not caulk, �� 1 in. r '.....,,.. .t.--' . - �� 1 in. Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry -Flashing ji !Iirl' ____� -_Z`-flashing g gi — iallil lis Z-FI oiLa V4V,.." / de, i -1444,,,,41 • Ir Min./n. 1t I Mln.'h in. n,i/.in. 0010 Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension !Recommended in HZ10 ZFl / Ext ldshirtgles' �- / Min.Y i at lest 1 in.is , f4, /`, ��! D caulk from thefascia when gutters �, \ are present • �p FASTENER REQUIREMENTS** Blind Nailing is the preferred method of installation for HardiePlank®lap siding products.Face nailing should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing(Please see JH Tech bulletin 17 for exemption when doing a repair).Pin-backed corners may be done for aesthetic purposes Only. IFinish nails are recommended for pin-backs. Headed siding nails are allowed.Place pin-backs no closer than 1 in.from plank ends&3/4in.from plank edge into min.3/8in.wood structural panel.Pin-backs are not a substitute for blind or face nailing BLIND NAILING FACE NAILING Nails-Wood Framing Nails-Wood Framing •Siding nail(0.09 in.shank x 0.221 in.HD x 2 in.long) •6d(0.113 in.shank x 0.267 in.HD x 2 in.long) •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.25 in.long) •Siding nail(0.09"shank x 0.221"HD x 2"long) Screws-Steel Framing Screws-Steel Framing •Ribbed Wafer-head or equivalent(No.8 x 1 1/4 in.long •Ribbed Bugle-head or equivalent(No.8-18 x 1-5/8 in.long x x 0.375 in.HD)Screws must penetrate 3 threads into metal framing. 0.323 in.HD)Screws must penetrate 3 threads into metal framing. Nails-Steel Framing Nails-Steel Framing •ET&F Panelfast''nails or equivalent(0.10 in.shank x 0.313 in.HD x 1-1/2 in.long) •ET&F pin or equivalent(0.10 in.shank x 0.25 in.HD x 1-1/2 in.long) Nails must penetrate minimum 1/4 in.into metal framing. Nails must penetrate minimum 1/4 in.into metal framing. OSB minimum 7/16 in. OSB minimum 7/16 in. •11 ga.roofing nail(0.121 in.shank x 0.371 in.HD x 1.75 in.long) •Siding nail(0.09 in.shank x 0.221 in.HD x 1-1/2 in.long)* •Ribbed Wafer-head or equivalent(No.8 x 1 5/8 in.long x 0.375 in.HD). * When face nailing to OSB,planks must be no greater than 91/4 in.wide and fasteners must be 12 in.o.c.or less, **Also see General Fastening Requirements;and when considering alternative fastening options refer to James Hardie's Technical Bulletin USTB 17-Fastening Tips for HardiePlank Lap Siding. HS11119 P2/4 04/18 t N >o HardiePlank Lap Siding • FASTENER REQUIREMENTS continued 24' --------' Figure 15 Figure 16 stud 4---- --- O.C.max Stud o.c?maX — Illii� \ _ �I°;lirl�i Joinl ,/� Minimum overlap Flashing ,V 1 1!4'min. --- -✓'� for Both Face -- .r�"''rr`` I Overlap ____---.;:.--------•—'1°.-- ! r and Blind Nailing -; i Nail Line , ,. ? /Yr 1 L 3/4"-1' i Blind Nail 1 "-� ° I min.141/4 in. y overlap Face Nail 111111 overt Water Resistive Water Resistive Barrier 1 1/4"min. Barrier Overlap Laminate sheet to be removed immediately after installation of each course for ColorPlus`products. GENERAL FASTENING REQUIREMENTS PNEUMATIC FASTENING Fasteners must be corrosion resistant,galvanized,or stainless steel.Electro-galvanized James Hardie products can be hand nailed or fastened with a pneumatic tool. are acceptable but may exhibit premature corrosion. James Hardie recommends the Pneumatic fastening is highly recommended. Set air pressure so that the use of quality,hot-dipped galvanized nails.James Hardie is not responsible for the fastener is driven snug with the surface of the siding.A flush mount corrosion resistance of fasteners.Stainless steel fasteners are recommended when attachment on the pneumatic tool is recommended. This will help control the installing James Iiardiee products near the ocean,large bodies of water,or in very humid climates. depth the nail is driven.ff setting the nail depth ' 1proves difficult,choose a setting that under drives r the nail. (Drive under driven nails snug with a Manufacturers of ACD and CA preservative-treated wood recommend spacer materials smooth faced hammer-Does not apply for or other physical barriers to prevent direct contact of ACO or CA preservative-treated SNUG FLUSH installation to steel framing). wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preserva- tive-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5 DO NOT DO NOT DO NOT USE • Consult applicable product evaluation or listing for correct fasteners type and ti,,,,.• placement to achieve specified design wind loads. v y 4,,,,,,,t NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction.Consult James Hardie Technical Services if you are UNDER OVER SLANT ALUMINUM unsure of applicable compliance documentation. DRIVE DRIVE FASTENERS • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space). IF,THEN IF,THEN ADDITIONAL NAIL •NOTE:Whenever a structural member is present,HardiePlank should be fastened with even spacing to the structural member.The tables allowing direct to OSB or plywood WOOD STEEL FACE CLIPPED should only be used when traditional framing is not available. FRAME FRAME NAIL HEAD NAILS CUT EDGE TREATMENT 1 901:1 4 , E ;` Caulk,paint or prime all field cut edges.James Hardie touch-up kits are required to Lige `, touch-up ColorPlus products. h. COUNTERSINK CAULKING HAMMER &Hu STAPLES FLUSH ► For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, REMOVE& Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant REPLACE must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note:some caulking manufacturers do not allow"tooting". PAINTING DO NOT use stain,oil/alkyd base paint,or powder coating on James Hardie Products.Factory-primed James Hardie products must be painted within 180 days of installation. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. HS11119 P3/4 04/18 t 41,47_62 HardiePlank"Lap Siding , • COLORPLUS®TECHNOLOGY CAULKING,TOUCH-UP& LAMINATE •Care should be taken when handling and cutting James Hardie" ColorPlus5 products.During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product,then rinse with a garden hose. •Touch up nicks,scrapes and nail heads using the ColorPlue Technology touch-up applicator.Touch-up should be used sparingly. If large areas require touch-up,replace the damaged area with new HardiePlank. lap siding with ColorPlus"'Technology. •Laminate sheet must be removed immediately after installation of each course. •Terminate non-factory cut edges into trim where possible,and caulk.Color matched caulks are available from your ColorPlusb'product dealer. •Treat all other non-factory cut edges using the ColorPlus Technology edge coaters,available from your ColorPlus product dealer. Note:James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up will not be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS®TECHNOLOGY When repainting ColorPlus products,James Hardie recommends the following regarding surface preparation and topcoat application: • Ensure the surface is clean,dry,and free of any dust,dirt,or mildew • Repriming is normally not necessary • 100%acrylic topcoats are recommended • DO NOT use stain,oil/alkyd base paint.or powder coating on James Hardie Products. • Apply finish coat in accordance with paint manufacturers written instructions regarding coverage,application methods,and application temperature • DO NOT caulk nail heads when using ColorPlus products,refer to the ColorPlus touch-up section COVERAGE CHART/ESTIMATING GUIDE Number of 12 ft.planks,does not include waste COVERAGE AREA LESS t%NINGS 5114 61 WRDIEpiiir LMVIDIN%WIDTH 81/4 91/4 91/2 12 (1 S0=too sq.ft.) (exposure) 4 5 6 61/4 6 3/4 7 8 81/4 10 3/4 1 25 20 17 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 50 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 180 150 144 133 129 113 113 84 10 250 200 167 160 148 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 320 267 256 237 229 200 200 149 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 320 296 286 250 250 186 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. HS11119 P4/4 04/18 i DANGER:May cause cancer d dust from product is inhaled Causes damage to lungs and respiratory system through prolonged or repeated inhalatice of dust from product Refer to the current product Safety Data Sheet before use. cc The hazard associated with fiber cement mines from crystalline silica present in the dust generated by activities such as cutting,machining,dolling,routing,sawing.crushing.or otherwise abrading fiber cement and when cleaning ties manner dust mwraith! sthawe 001S HA highstsanpeedadd cfouttr insgilitcabdlsuswanrkd oorrtdootorsher apluicsaebldeuslat wcoec)tfolonlowequiJapmmesntH;aarnddie(Scutting oeiunps,trduicstiponossino oeourcmeoavinligmth it ethdeurseleWh aseenof douisng(an3)ywoarnfhoetsehersacitinvithe a neaatmo hateerttates , youmust(1ncomplyn Hc.a other dust controls are available,wear a dust mask or respirator that meets NIOSH requirements ie g.N-95 dust mask) During clean-up,use a wet maintained vacuum and filer appropriate for capturing fine(respirable)dust or use I wet clean-up methods-never dry sweep. WARNING:This product can expose you to chemicals including respirable crystalline silica,which is known to the State of California to cause cancer.For more information go to P65Warnings.ca.gov. RECOGNITION:I In accordance with ICC-ES Evaluation Report ESR-2290,HardiePlank®'lap siding is recognized as a suitable alternate to that specified in the 2006.2009.2012&2015 International Residential Code for One and Two-Family Dwellings.and the 2006,2009.2012&2015 International Building Code.HardiePlank lap siding is also recognized for application in the following:City of Los Angeles Research Report No.24862.State of Florida Product Approval FL413192, Miami-Dade County Fonda NOA No.17-0406.06.U.S.Dept.of HUD Materials Release 1263f,Texas Department of Insurance Product Evaluation EC-23.City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications. ©2018 James Hardie Building Products,Inc.All rights reserved TM.SM and a Product warranties,safety information and additional installation Ei) JamesHardie denote trademarks or registered trademarks of James Hardie Technology Limited. information are available at jameshardieproscorn