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1551 OCEAN BLVD - TRUSSES a I k., E Alpine, an ITW Company 6750 Forum Drive,Suite 305 s .41111‘.. Orlando, FL 32837 O F F IC ALPINE Phone:(800)755-6001 alpineitw.com —Site Information: Customer: Gleckler&Sons Building Supply Job Number: 549218B JobDescription: 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Address: City, State,Zip: ATL BEACH, FL Name, Address and License #of Structural EOR if one exists for the building: Name: GEOFF GARTNER 59328 License#: GEOFF GARTNER 59328 State: Address: 3016 3RD ST SUITE 201 JACKSONVILLE BEACH City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES View Version: 17.02.02.1213.21 JRef#: 1 W bS93530001 Wind Standard: ASCE 7-10 lend Speed(mph): 130 Roof Load(pst): 20.00-7.00-0.00- Floor Load(pst): None 10.00 This package contains a job notes page, 23 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 164.18.1351.29610 B18 2 164.18.1351.36820 B19 3 164.18.1351.47043 B20 4 164.18.1352.12853 B21 3-PLY 5 164.18.1352.29297 B22 2-PLY 6 164.18.1352.34670 B23 7 164.18.1352.47677 B24 2-PLY 8 164.18.1352.53117 B25 9 164.18.1352.55193 B26 10 164.18.1352.57390 C27 11 164.18.1352.59613 C28 12 164.18.1353.01987 C29 13 164.18.1353.03807 C30 14 164.18.1353.05377 C31 2-PLY 15 164.18.1353.07163 D32 16 164.18.1353.08723 D33 17 164.18.1353.19910 E34 18 164.18.1353.29867 E35 19 164.18.1353.39177 E36 20 164.18.1353.45150 EJ37 21 164.18.1353.48117 HJ38 22 164.18.1353.49850 CJ39 23 164.18.1353.56830 CJ40 SUBMISSION 4 308 p • llliKhlp �■ le 1 Reviewed NO Exceptions 011 Rejected J ,'\ /4(1: ■ e■ la�Li1 Reviewed Exceptions Noted 13s MirenneekoOdd .■\+\] �1 • • [Jj 3 Revise&Resubmit .; ♦ `/�TT+� v�_ ♦■w ♦ f ,t..., d, ,,ier,,,,onrurmmce wnn the;pomp requirements indicated in Contract oocuinmts and for y' ♦ ;t . o. ;t• ■ .o,s.s:e-cv wy,the mope'design coree•e rinsrewew does not mbar*the easracsa from retDo.veity forar � • • r in designs for wn�M me Contractor a responsible la cW.Dlunw wNs M requirements of the f • Convect Documents.and/or the sate and successful construct..of the work.This review does not consider the i c s,'ethdvs,[Khrcquef,sequences,in,ooerar,vn1 of the constructs"q safety,Cteautn•,or Pnfnms ncaaental theretd,earth enlist sole responsibility d the Cantrattar, t* k t a e I ♦i �y, • ♦ 44 1 '.2 i i A •N ER GRACE CONSULTING,INC. w"T�r+ta+ F , `A+♦+♦ 4D � hte y! ��c) Checked by: 'ij n♦♦ •i .•w+++w 'N ti--unnusitin0-tas This document has been electronically signed and sealea using a Digital Signature.Printed copies without an original signature must be 06/13/2018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 6/13/2018 3:15:08 PM S. I_____; 4 .46 Number. 549218B Ply: 1 SEON:870139 /T38 GABL Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1351.29610 Truss Label: B18 JB / DF 06/13/2018 5T4 121.4 17'5.8 22712 29112 3411• I5'7"4 I- 6'8" l 52.4 I 52"4 ! 6'8" 1 57.4 1-2'8"-I 1-2'9"e--1-1'4.4-re"-I 1--re•-1 =sx •) f-2 e"-I f- 28'-I - s�4X4 4X4 12 I 6 15X5("') f5F5(" 03X4 •. 3X4 D V -4X6('•,O)88 .ice ,0 ,i' a3Xix8C9() \ : A �N,..- 0 Y cm ' - Si C I G 4 11 13 4 3 4 4 J T G �,two I-.3X6(C6) AR ` =7X8(")AN .. Al AF=7X8("') ` AB AA Z=3X6(C6)� =4X81471 y'2 '1i, � 33'3.8 l 1'1 I 5'5"8 6'6"4 1 5'5"12 i 5'5.12 I 6'6"4 i 5'5"8 5'S"8 11I '11"12 17'5"8 22'11"4 29'5"8 34'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pr in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.102 AE 999 360 A 1305 /625 /683 /- /253 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.282 AO 999 240 Y 1306 /634 /665 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.033 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.061 F - - A Min Brg Width Req= 1.5 Mean Height:26.41 ft Y Min BrgWidth Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.952 Bearings A&Y are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.978 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.49 ft Rep Factors Used:Yes Max Web CSI: 0.900 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:20(0)/10(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 1523 -1968 M-Q 1381 -1439 Lumber PurlinsB-D 1893 -2323 Q-T 1605 -1870 D-F 1485 -1892 T-V 1485 -1892 Top chord 2x4 SP#2 In lieu of structural panels or rigid ceiling use purlins F-I 1605 -1870 V-X 1894 -2323 Bot chord 2x6 SP SS Dense:62 2x6 SP#2: to laterally brace chords as follows: I-M 1380-1439 X-Y 1523 -1968 Webs 2x4 SP#3:W2,W8 2x4 SP#2: Chord Spacing(in oc) Start(ft) End(ft) :W4,W6 2x4 SP SS Dense: TC 46 0.96 33.96 :Lt Slider 2x6 SP#2:BLOCK LENGTH= 1.300' BC 103 0.00 34.92 Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 SP#2:BLOCK LENGTH= 1.300' Apply purlins to any chords above or below fillers Chords Tens.Comp. Chords Tens. Comp. at 24"OC unless shown otherwise above. Bracing A-AT 1741 -1316 AJ-AF 1640 -1042 (a)Continuous lateral restraint equally spaced on Additional Notes AT-AR 2061 -1525 AF-AB 2053 -1499 member.Or 1x4'T'reinforcement.80%length of See DWGS A16030ENC101014&GBLLETIN0118 for AR-AN 2053 -1500 AB-AA 2061 -1525 web member.Same species&SRB grade or better, gable wind bracing and other requirements. AN-AJ 1640 -1042 Z-Y 1741 -1316 attached with 8d Box or Gun(0.113"x2.5",min.)nails +MEMBER TO BE LATERALLY BRACED FOR 6"oc. HORIZONTAL WIND LOADS. BRACING SYSTEM Maximum Web Forces Per Ply(lbs) TO BE DESIGNED AND FURNISHED BY OTHERS. Webs Tens.Comp. Webs Tens. Comp. Plating Notes illUlti l �.,•_ All plates are 2X4 except as noted. Truss designed to sup Smly�5�** AT-B 314 -451 AJ-Q 588 598 (I)-plates so marked were sized using o% end overhang. r �)�C�` D-AN 508 -429 Q-AF 418 -353 •Fabrication Tolerance,2 degrees Rotational V�•••■ .•• AN-I 418 -353 AF-V 508 -429 Tolerance,and/or zero Positioning Tolerance. ��••••; S4••••�•� I -AJ 1004 -974 X-Z 317 -451 (•")7 plate(s)require special positioning.Refer to 4 V<74' ��`` • scaled plate plot details for special positioning • re uirements. • qO. %'•64$ • Plate Shift Table *, JT Plate Chord JT Plate Chord ; • i No Size Shift Bite No Size Shift Bite . w ATE • [47] W4X8 S 1.50 5th. s' I •••44 s . C O • Wind • dit`.•FORS P.� w Wind loads based on MWFRS with additional C&C i �sn.•••MR...••t�G1 member design. #0 278 %tt77/ONA, 09 Left and right cantilevers are exposed to wind ryrtmartUtill►M`• 06/13/2018 `"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 bracingper BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd ri id ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinginsTalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LP I NI E W drawings 160A-Z for standard plate positions. Alpine,a division of ITBt1ildling Components Group Inc.shall not be responsible for any deviation from this drawin an failure to build the truss in conformance with AN t I/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 aroTessional engineering responsibilitysolely for the design shown. The suitability and use of this dawing for any structure is the responsibility"of the Building Desiger per ANSI/TP!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. Job Number: 549218B Ply: 1 SEQN:870162 /T33 COMN Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1351.36820 Truss Label: B19 JB / DF 06/13/2018 9'4"10 11'312 17'5"8 I 23'7"4 I 25'6"6 34'11" 9'4"10 1'11/ 6'1"12 6'1"12 1 11/ 9'4"10 I115X10 1113X6 F =3X12 . =3XG2 1113X12 P 1113X12 12 6 p 010X10(") D B2, H'A10X10(**) I T -, b A 04X6 N 34X6 B I J A 4 1 K _C-1\ =4X6 X111 =8X8(" N 62 M=8X8(") .4X6(D1) g=� �(ce) III�XB[12][12] 116X6[21][21] =3X6(06)a I'13 33'3"8 1"1'1 9'5"8 I 1'8"9 6.3"8 6.3"8 I 18"8 95"8 9'5"8 11'2! 17'5"8 23'9" 25'5'8 34'11" 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 L/defl L/# LocR /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.261 M 999 360 A 2031 /406 /730 /- /269 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.750 M 795 240 Q 2031 /406 /730 /- /- /5.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.113 D - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 HORZ(TL): 0.227 D - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:26.77 ft Code/Misc Criteria Creep Factor:2.0 Q Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&Q are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.941 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.49 ft Rep Factors Used:Yes Max Web CSI: 0.732 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 7 -603 G-H 823 -2568 Lumber Wind B-C 888 -3290 H-I 951 -3444 C-D 951 -3444 I-J 888 -3290 Top chord 2x8 SP SS Dense Wind loads based on MWFRS with additional C&C D-E 823 -2568 J-K 6 -603 Bot chord 2x4 SP M-31 :B2 2x8 SP SS Dense: member design. :B3 2x4 SP#2: Left and right cantilevers are exposed to wind Maximum Bot Chord Forces Per Plylbs Webs 2x4 SP#3:W4 2x8 SP#2: (lbs) :Lt Slider 2x6 SP#2:BLOCK LENGTH= 2.371' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x6 SP#2:BLOCK LENGTH= 2.371' 0-K 622 -9 N-M 2667 -455 Plating Notes A-O 2797 -617 M-L 2810 -615 el4 plate(s)require special positioning.Refer to O-N 2810 -614 L-Q 2797 618 scaled plate plot details for special positioning requirements. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table JT Plate Chord JT Plate Chord A-B 1211 -2916 P-G 815 -3164 No Size Shift Bite No Size Shift Bite tittlttiy! C-O 207 -891 H-M 1848 -317 [12] W6X8 S 4.75 [21] W6X8 S 4.75 !!I/!f C-N 542 -680 M-I 553 -691 O �1t [� � d h N-D 1848 -317 L-I 217 -891 Purlins *v++. • .*•.'�'j/�-O N. E-P 815 -3164 J-Q 1211 -2916 In lieu of structural panels or rigid ceiling use purlins /II +e- ��y4 •`Z••• * ¢, F-P 731 -180 to laterally brace chords as follows: I • / 4 $ Chord Spacing(in oc) Start(ft) End(ft) I • . TC 46 0.00 34.92 •* Q�Q � BC 120 0.00 34.92 . : O. r •�J'i V i Apply purlins to any chords above or below fillers 14h, : "� r. at 24"OC unless shown otherwise above. ; n Collar-tie braced with continuous lateral bracing at yATE • •� 24"oc.or rigid ceiling. g 't3 „ :• z Loading ��I.% �i�`• 4.. i..OR\,-'.0 ,+�t4`+`` Attic room loading from 11-5-8 to 23-5-8:Live Load: 4'e c nt'+.......••.a*w s. ,,,, 40 PSF.Dead Load:10 PSF Ceiling:5 PSF, ��/i °;✓f1 f�'A �,\'` 4�° Kneewalls:5 PSF #0 278 / //44enan�lN ► 06/13/2018 ""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 ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid id ceilin Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joinf etails, unless noted otherwise. Refer to . FJ 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 -.-.. 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 proTessiona 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 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 t Jeb Number: 549218B Ply: 1 SEQN:870141 /T12 COMN Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 5 FROM:RCT DrwNo: 164.18.1351.47043 Truss Label: B20 Page 1 of 2 JB / OF 06/13/2018 8'110 118"10 17'5"8 237"4 28'8"6 3411" 8'1"10 I 3'5" I 5'10"14 8'1"12 I 5'1"2 ! 8'2"10 r 7X8("') 112X4 E -.7X8(4-+ ilk =4XF T2 �'1111111, 12 II3C10 III G8 T3 g 8' /10X10('")7t B T r o + r8X10(") o N m CI 71 n T r`+ A M 1 y :� 81 --4X8[9] aIIU11� L t4X8(G1) d! =5X8 =_1X4 =10X10(") 85 I- 15'3"12 * 19'7"4 1 I 7'4"3 I 3'9'3 I 3'10'13 ! 2' 6'3"8 I 5'1"2 I 8'0'1! 0" T9"8 11'8"11 15'5"8 17'54 23'9" 28'10"2 34'11" 5 5"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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.466 K 501 360 A 627 /314 /262 /- /269 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 1.240 K 290 240 L 2019 /592 /864 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.111 G - - I 1059 /391 /515 /- /- /5.0 Des Ld: 37.00 EXP:D HORZ(TL): 0.208 G - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:26.77 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf L Min BrgWidth Req3.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 = I Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.993 Bearings A,L,&I are a rigid surface. Spacing:24.0" C&C Dist a:3.49 ft Rep Factors Used:Yes Max Web CSI: 0.764 Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 A-B 858 -1885 F-G 329 -515 Top chord 2x4 SP#2:T2,T3 2x8 SP SS Dense: In lieu of structural panels or rigid ceiling use purlins B-C 398 -514 G-H 337 -996 Bot chord 2x4 SP#2:B1 2x4 SP SS Dense: to laterally brace chords as follows: D-E 569 -13 H-I 670 -1866 :B4 2x8 SP SS Dense: Chord Spacing(in oc) Start(ft) End(ft) E-F 1055 -172 :B5 2x8 SP#2: TC 32 0.00 17.46 Webs 2x4 SP#3 TC 48 17.46 34.92 :Lt Stub Wedge 2x4 SP#3: BC 99 0.00 7.79 Maximum Bot Chord Forces Per Ply(lbs) BC 89 7.79 15.17 Chords Tens.Comp. Chords Tens. Comp. Bracing BC 48 15.17 15.31 (a)Continuous lateral restraint equally spaced on BC 94 15.31 34.77 A-N 1688 -678 L-K 660 61 member.Or 1x4'T'reinforcement.80%length of Apply purlins to any chords above or below fillers N-M 1588 -640 K-J 1605 -496 web member.Same species&SRB grade or better, at 24"OC unless shown otherwise above. M-L 711 -64 J-I 1619 -500 attached with 8d Box or Gun(0.113"x2.5",min.)nails Collar-tie braced with continuous lateral bracing at @ 6"oc. 24"oc.or rigid ceiling. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. IN1IIff.kutpf� N-B 1093 -341 0-L 567 -1398 (++)-This plate works for both joints covered. 1 �ij� B-M 771 -1497 O-P 595 -1519 (")5 plate(s)require special positioning.Refer to \ 15�,( Ft,� % C-M 1003 -226 P-F 599 -1529 caleremeni plot details for special positioning OOV••,•''y 'S.•••�/jj M-O 246 -571 G-K 815 -51 requ1• \\, D-0 834-2120 K-H 603 -1155 Plate Shift Table JT Plate Chord JT Plate Chord ; O. ; •648 • • No Size Shift Bite No Size Shift Bite E •I [9] W4X8 S 1.75 I *. ; r 1• //* : * s Loading z �• ti/I ATE • �'cc Attic room loading from 15-5-8 to 23-5-8:Live Load: I 777 40 PSF.Dead Load:10 PSF Ceiling:5 PSF, % •.• P-••° 4. -** Kneewalls:5 PSF '�if����j<t� A14,1 t3 /t QR, 45. •"•c;\.$` Wind Wind loads based on MWFRS with additional C&C #0 278 iso A) ,tt�yN member design. 06/13/2018 Y "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 fondling,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 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 bracing installed per BCI sections 53,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 L P 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 any failure to build the 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 shown. The suability Suite 305 and use of this awing for any structure is the responsibility of the Building Designer per-ANSI/IP!1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.atpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;i C e: www.iccsafe.org Orlando FL,32821 Job Number. 549218B Ply: 1 SEAN:870141 /T12 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 5 FROM:RCT DrwNo: 164.18.1351.47043 Truss Label: B20 Page 2 of 2 JB / DF 06/13/2018 Additional Notes Shim all supports to solid bearing. /011411711/411. S Xit;14,6_ o. • •648 4. . ATE • :e •• #0 278 Cytf1w. {J , NAk^ 06/13/2018 "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)fer safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted ottierwise,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 brawn installed per BCSI sections B3,B7 or B10, 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 Buildin CComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the fn,r,(OW,N,,. 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 ro-fessionar 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 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 Job Number. 549218B Ply: 3 I SEQN:870175 /T3 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.12853 Truss Label: B21 3-PLY Page 1 of 2 JB / DF 06/13/2018 1 5 s 5 3 Complete Trusses Required 1 11'63 7114 9'71 110- 137 175.8237-4 28'6" 34'17' 711.4 I 1.51.. I 1743 431 I 6'1.12 I 4'10-12 ! 6'5' ! .7X8 112X4 gIx8t221 G 103X10 112X61231 41 =4X8 7-2 F 04)(61t6E • 83X6 6 01001101 U hi., I T3 {4X4 • B 910X10(") °OIJ L s T T� L.BY T n s3X4A(A7) 15X8( S' /_ =4%sr) X14(^) K $2%4 84 w mom 1 1 1404.7X8)") - 4 112X4 =5x8 e6 1404a10XI0e7 ( ) 1 15712 6 197'4 A I 7'413 114 r1� 1 r II 638 ! 512 i sru ! 7'9'6 137 2,3,6 I 17'54 236 28'10"2 34'11' /..--4.1%H" I 15'54 Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.392 M 596 360 A 1467 /678 /624 /- /269 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.981 M 346 240 N 5180 /1911 /3744/- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.099 L - - K 2281 /1000 /634 /- /- /5.0 EXP:0 HORZ L: 0.172 L - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:26.77 ft ) NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf N Min B Width Req3.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 = P K Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2014 Max BC CSI: 0.997 RepFactors Used:Yes Max Web CSI: 0.483 Bearings A,N,&K are a rigid surface. Spacing:24.0" C&C Dist a:3.49 ft Loc.from endwall:NA FT/RT/PT:20(0)/10(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 Plate Shift Table A-B 847 -1834 G-H 1029 -534 Top chord 2x4 SP#2:T2,T3 2x8 SP SS Dense: JT Plate Chord JT Plate Chord g-C 618 -1343 H-I 170 -523 Bot chord 2x6 SP#2:B4,B5 2x4 SP#2: No Size Shift Bite No Size Shift Bite C-D 393 -1032 I-J 371 -965 :B6 2x8 SP SS Dense: [18] W4X4 2.50 L 1.75 [22] W4X8 3.75 L 2.25 :B7 2x8 SP#2: [23] W2X6 S 3.50 D-E 220 -593 J-K 654 -1475 Webs 2x4 SP#3:W11 2x8 SP#2: F-G 767 -423 Wind Nailnote Wind loads based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails Chords Tens.Comp. Chords Tens. Comp. Top Chord:1 Row @12.00"o.c. Additional Notes A-T 1666 -758 P-N 613 341 Bot Chord:1 Row @10.75"o.c. The maximum horizontal reaction is 269# T-S 1579 -714 N-M 698 -250 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Shim all supports to solid bearing. S-R 1181 -522 M-L 1297 -565 spacing between rows and stagger nails in each row R-Q 599 -204 L-K 1306 -570 to avoid splitting. Collar-tie braced with continuous lateral R-P 649 -388 Special Loads bracing at 24"OC.or rigid Iglt,� /�. N/r�% Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) >�'�� Ft� f�,i Webs Tens.Comp. Webs Tens. Comp. TC:From 56 plf at 0.00 to 56 plf at 20.15 tt�� ••• ••• TC:From 67 lf at 20.15 to 67 lf at 23.46 �V p•' ,5•♦••:r T-B 776 -305 O-N 197 -676 TC:From 56 plf at 23.46 to 56 plf at 34.92 • ♦ B-S 311 -654 F-U 836 -1764 PLT:From 110 plf at 15.46 to 0 plf at 15.46 ♦ • S-C 479 -343 U-N 615 -1305 PLT:From 100 plf at 19.65 to 100 plf at 23.46 i O. (�mow!) ; C-0 324 -507 U-V 763 -1616 BC:From 20 plf at 0.00 to 20 plf at 34.92 . V�1 V ; Q-D 1016 -343 V-H 765 -1610 TC: 700 lb Conc.Load at 17.46 ; • BC: 67 lb Conc.Load at 15.46 i* : i * • * D-O 236 -687 I-M 906 375 BC: 450 lb Conc.Load at 16.54,18.37 e • E-O 804 -358 M-J 375 -721 BC: 51 lb Conc.Load at 23.46 y ,p; ATE • ,:Q BC:1802 lb Conc.Load at 23.52 S �y •0. C` PLB:1822 lb Conc.Load at(11.40,23.82) J' /C` Plating Notesc�•••••t•••••• c) (")7 plate(s)require special positioning.Refer to #0 278y'yiyy v/qyy 0W�� scaled plate plot details for special positioning ISO requirements. 06/13/2018 "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 bracinq installed per BCI sections B3,B7 or B10, as applicale. Appplates to each face oftrussand position as shown above and on the JoinrDetails, 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 drawin any failure to build the truss in conformance with ANSI/T 11,or for handing,shipping,installation and bracing of,trussesA seal on this drrwilig or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of proTessronaf engineering responsibility solely for the design shown. The suitability Suite os and use of this tawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.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. 549218B Ply: 3 SEQN 870175 /T3 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.12853 Truss Label: B21 3-PLY Page 2 of 2 JB / DF 06/13/2018 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 95 0.00 17.46 TC 120 17.46 34.92 BC 94 0.14 7.79 BC 17 7.79 9.63 BC 47 9.63 13.12 BC 77 13.12 15.31 BC 120 15.31 34.77 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at 24"oc.or rigid ceiling. /61SMUUftstlk .1_,,,c! FL8L4Pii% r. • o. ; .648 ' • a > 'y * / 1 i • * J *j ATE • s l ,"',,kS/ONAt- v #0 278 ,44 1000 06/13/2018 "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 o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. AppTplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITVV BuildingComponents 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 oftrussesA seal on this drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of rolessronar 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 5ec.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: 549218B Ply: 2 SEQN:870180 /T16 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.29297 Truss Label: B22 2-PLY Page 1 of 2 JB / DF 06/13/2018 F 5 -S 2 CompleteeTrusses Required 9'410 I 11' 2 17'5"6 ! 237-4 I 255"9 3411" i 9'410 1114 6'1"12 6'1"12 1'114 9'4"10 III5X10 I%3X6 E T =3XX12 P =3X12 B iii3X12 N 113X12 12 6 p #10X10("' C. B37 • Gs10X10(") H T - W3 n 'ow{ El\ 1 A 1 =6X8") =8X8"1) L B2 K-6X8(") =6X8("') 8116X8(11111! 1116X8(21121) r 15'4"4 1 19'612 7 9'5"8 ! 15"8 63 8 i 6318 ! 11 9'5 8 - - 9'5"8 112 17'5"8 23'9" 255 34'11" 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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.371 K 628 360 A 2609 /516 /1741/- /226 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.952 K 352 240 0 4493 /234 /2586/0 /0 /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.130 G - - I 3155 /544 /2130/- /- /5.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.231 G - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:26.77 ft Code I Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf 0 Min Brg Width Req= 1.9 Soffit: 2.00 BCDL:5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.997 P I Min Brg Width Req= 1.6 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.946 Bearings A,0,&I are a rigid surface. Spacing:24.0" C&C Dist a:3.49 ft Rep Factors Used:Yes Max Web CSI: 0.643 Loc.from endwall:NA FT/RT/PT:20(0)/10(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 Plating Notes A-B 418 -2502 E-F 70 -392 Top chord 2x8 SP SS Dense (**)6 plate(s)require special positioning.Refer to B-C 336 -2357 F-G 286 -1907 Bot chord 2x4 SP SS Dense:B2 2x8 SP SS Dense: scaled plate plot details for special positioning C-D 294 -2054 G-H 360 -2815 :B3 2x4 SP#2: requirements. D-E 74 -407 H-I 447 -3060 Webs 2x4 SP#3:W3,W5 2x4 SP#2: :W4 2x8 SP#2: Plate Shift Table JT Plate Chord JT Plate Chord Maximum Bot Chord Forces Per Ply(lbs) NailnoteChords Tens.Comp. Chords Tens. Comp No Size Shift Bite No Size Shift Bite Nail Schedule:0.131"x3",min.nails [11] W6X8 S 4.75 [21] W6X8 S 4.75 A-M 2173 -342 K-J 2649 -366 Top Chord:1 Row @12.00"o.c. M-L 2171 -341 J-I 2660 -367 Bot Chord:1 Row @ 6.75"o.c. Wind Webs :1 Row @ 4"o.c. L-K 4051 -526 Use equal spacing between rows and stagger nails Wind loads based on MWFRS with additional C&C in each row to avoid splitting. member design. (1)1/2"bolts MAY BE USED FOR Maximum Web Forces Per Ply(lbs) (2)0.131"x3",min.nails ON Webs Tens.Comp. Webs Tens. Comp. THE TOP CHORD ONLY. / .kltr, B-M 376 -200 N-F 268 -2073 S ecial Loads /SI. � i f�iB-L 426 -640 G-K 2014 -144 P ••.• •.• L-C 631 -216 K-H 289 -1830 -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) c. •••• D-N 268-2073 J-H 709 -85 TC:From 56 pif at 0.00 to 56 pif at 11.46 y s E-N 473 -59 TC:From 67 pif at 11.46 to 67 pif at 14.44 4 s TC:From 56 pif at 14.44 to 56 pif at 20.48 • ; TC:From 67 pif at 20.48 to 67 pif at 23.46 1 : O. 648 • TC:From 56 pff at 23.46 to 56 pif at 34.92 ; : .*. = PLT:From 10 pif at 15.27 to 10 pif at 19.65 3 *' ; BC:From 20 pif at 0.00 to 20 pif at 34.92 e • PLB:From 200 plf at 11.46 to 200 pif at 23.46(FLOOR) $ ,�; `ATE : . TC: 700 lb Conc.Load at 17.46 ". %CV $ BC:1700 lb Conc.Load at 11.40,23.52 + •• /C` Q`••• �(" BC: 52 lb Conc.Load at 11.46,23.46 �0 ��s•.. O R,O � y" BC: 450 lb Conc.Load at 16.54,18.37 V 1JC., #0 278 0NA� ° 06/13/2018 **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 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 bracinginstalled per SCI sections B3,B7 or B10, as applicable. AppTy plates to each face,otruss and position as shown above and on the JointtDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine a division of ITW BuildingQComponents 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 orooessionai 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/I-PI 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: wwwiccsafe.org Orlando FL,32821 Job Number: 549218B Ply: 2 SEQN:870180 /T16 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.29297 Truss Label: B22 2-PLY Page 2 of 2 JB / DF 06/13/2018 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 109 0.15 17.46 TC 78 17.46 34.77 BC 120 0.00 34.92 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at 24"oc.or rigid ceiling. Additional Notes The maximum horizontal reaction is 226# • O. <<• ; •8 I. * , * _ * • • ao'.• ATE • e %14:0/y . CORO �� ��eist .......s.....'It+VPONAL�' 1 #0 278 06/13/2018 **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 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 83,67 or B10, /41164. as applicable. AppTplates to each face oftrussand position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggCComponents 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 page,, 6750 Forum Drive listing this drawing,indicates acceptance of prolessionar engineering responsibility 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 S$c.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: wwwiccsafe.org Orlando FL,32821 ` Job Number. 5492188 Ply: 1 SEAN:870142 /T13 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM RCT DrwNo: 164.18.1352.34670 Truss Label: B23 JB / DF 06/13/2018 9'4"10I 11312 '1"17'5"8 I 237"4 I 25'66 3411" 9'4"10 lilt 612 6'1"12 111/ 9'4"10 1116X8 1113X6 E = X12 mi ps _3X12 n 1113X12 N 113X12 12 6 — /10X10("') C B,2, C'tr10X10(") T H O ''1 � P O ip y 6— ti A 1 6X8(") 1116X8(")=6X8 62 =6X8=7X8('") =6X8(") 1- 15'4"4 1 19'6"12 i 9'5"81 1'8"I 6 4 I 6 4" I 18 I 9'5"8 9'5"8 11'1'8 17'5"8 235"8 25'58' 34'11" 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# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.244 K 953 360 A 1192 /340 /459 /- /269 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.727 K 482 240 0 1495 /130 /437 /0 /0 /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.089 G - - I 1374 /356 /601 /- /- /5.0 Des Ld: 37.00 EXP:D HORZ(TL):0.180 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.77 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf 0 Min Br Width Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.992 g = I Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.958 Bearings A,0,&I are a rigid surface. Spacing:24.0" C&C Dist a:3.49 ft Rep Factors Used:Yes Max Web CSI: 0.758 Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(2)14(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 802 -1985 F-G 718 -1431 Top chord 2x8 SP SS Dense B-C 827 -1743 G-H 854 -2046 Bot chord 2x4 SP SS Dense:B2 2x8 SP SS Dense: C-D 738 -1528 H-I 840 -2356 :B3 2x4 SP#2: Webs 2x4 SP#3:W4 2x8 SP#2: Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. (")6 plate(s)require special positioning.Refer to A-M 1684 -565 K-J 2002 -591 scaled plate plot details for special positioning M-L 1684 -561 J-I 2007 -596 requirements. L-K 2900 -707 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in oc) Start(ft) End(ft) B-M 478 -241 N-F 682 -1540 TC 63 TC 75 0.15 17.46 7.46 34.77 tSU. B-L 576 -913 G-K 1367 -335 BC 105 10.00 34.92 �i /�t�' F ���,4,,, L-C 389 -232 K-H 690 -1696 Apply purlins to any chords above or below fillers ,` �,T� ,..Vi D-N 682-1540 J-H 591 -137 at 24"OC unless shown otherwise above. t� V ••'�� ``*. /�/'� Collar-tie braced with continuous lateral bracing at ) e t \, _0*** ��.• 24"oc.or rigid ceiling. e • ' Loading 3 ; O. ��� a S Attic room loading from 11-5-8 to 23-5-8:Live Load: ; * 40 PSF.Dead Load:10 PSF Ceiling:5 PSF, * Kneewalls:5 PSF c' TE f `t 'CI Wind ...+F� ,O�•�;4C4,'P Wind loads based on MWFRS with additional C&C 1/' t'1�n' *� OR •,•• �' `,�. member design. % (' '••......•' �\ 'A #0278'ifk7(/0NAt - �s', "* ifuttaitUttUti 06/13/2018 "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 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 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, /4166 as applicable. AppTy plates to each face of truss and position as shown above and on the JoinrDetalls, unless noted otherwise. Refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Compon nts 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 handllrf4,shipping,lnstallatidn 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 shown. The suifabiIity Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1711 S�c.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: wwwiccsafe.org Orlando FL,32821 . r Job Number: 5492188 Ply: 2 SEQN:870183 /T7 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1352.47677 Truss Label: B24 2-PLY Page 1 of 2 JB / DF 06/13/2018 I- $ 5 2 Complete Trusses Required 9'410 + 11'3 2 17'5"8 + 2374 + 256 34'11" 9'4"10 1 11 6'1"12 6'1"12 1 11 9'410 115X10 IIi3x6 E =33102 11 =3XF2 113X12 / N III3x12 12 6 l " 010X10("" C / z C'a 10X10('•) T H m 13. I .. Ar 1 _ 4 I°I. E\ ' -6�..) _8XM ) L CFI 82 K=8X9(..) -6Xg�(••) I!I X8(111111 116x81211121 j 1 15'4"4 A 19512 1 9'5"8I 1'8"8 63"8 ! 87"8 I 1'8a 95"8 9I '5"8 112 17'5"8 23'9" 25'5 34'11" 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.225 K 999 360 A 1901 /515 /1100/- /226 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.603 K 563 240 0 2563 /234 /1071/0 /0 /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.078 G - - I 2213 /544 /1305/- /- /5.0 Des Ld: 37.00 EXP:C HORZ(TL): 0.143 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:26.77 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf 0 Min BrgWidth Req1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.987 = I Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.609 Spacing:24.0" C&C Dist a:3.49 ft Rep Factors Used:Yes Max Web CSI: 0.487 Bearings A,0,&I are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(2)14(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 Plate Shift Table A-B 418-1747 F-G 286 -1311 Top chord 2x8 SP SS Dense JT Plate Chord JT Plate Chord B-C 336 -1599 G-H 360 -1858 Bot chord 2x4 SP SS Dense:B2 2x8 SP SS Dense: No Size Shift Bite No Size Shift Bite C-D 293 -1395 H-I 447 -2065 :B3 2x4 SP#2: [11] W6X8 S 4.75 [21J W6X8 S 4.75 Webs 2x4 SP#3:W4 2x8 SP#2: Purlins Maximum Bot Chord Forces Per Ply(lbs) Nailnote In lieu of structural panels or rigid ceiling use purlins Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails to laterally brace chords as follows: A-M 1507 -342 K-J 1777 -365 Top Chord:1 Row @12.00"o.c. Chord Spacing(in oc) Start(ft) End(ft) M-L 1505 -340 J-I 1784 -367 Bot Chord:1 Row @ 9.50"o.c. TC 120 0.15 17.46 Webs :1 Row @ 4"o.c. TC 115 17.46 34.77 L-K 2712 -526 Use equal spacing between rows and stagger nails BC 120 0.00 34.92 in each row to avoid splitting. Apply purlins to any chords above or below fillers Maximum Web Forces Per Ply(lbs) (1)1/2"bolts MAY BE USED FOR at 24"OC unless shown otherwise above. Webs Tens.Comp. Webs Tens. Comp. (2)0.131"x3",min.nails ON THE TOP CHORD ONLY. B-L 254 -555 G-K 1218 -154 t heletgii L-C 410 -133 K-H 288 -1268 Special Loads ��'��� D-N 294-1335 J-H 503 -85 -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) N-F 294 -1335 TC:From 56 plf at 0.00 to 56 plf at 11.46 V ••• #.S•.�14/TC:From 67 plf at 11.46 to 67 plf at 14.44 ve,•\ �'• • iii TC:From 56 pif at 14.44 to 56 plf at 20.48 vTC:From 67 pif at 20.48 to 67 plf at 23.46 •�TC:From 56 pit at 23.46 to 56 plf at 34.92 ; 0• ;( 648PLT:From 10 plf at 15.27 to 10 plf at 19.65 ••BC:From 20 plf at 0.00 to 20 plf at 34.92 ,,,,,, S *, i * Z * PLB:From 150 plf at 11.46 to 150 plf at 23.46(FLOOR) • TC: 444 lb Conc.Load at 17.46 s • BC: 788 lb Conc.Load at 11.40,23.52 C .Q:♦ •`tom BC: 52 lb Conc.Load at 11.46,23.46 s2 v..a."70TREvoi ••i t�I♦ `a`NPlating Notesjs . eem : •• ` (")6 plate(s)require special positioning.Refer to #0 278 4,1/44 A�*�� scaled plate plot details for special positioning '1Ft requirements. wf+nreranuftl�� 06/13/2018 "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,handlin9 shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by_TPI and'SBCA)f8F safety actices prior to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottomchord shall have a prope y attached rigc�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Compon nts 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 pae 6750 Forum Drive listing this drawing indicates acceptance of prooessionar 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 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: 549218B Ply: 2 SEQN:870183 /T7 COMN Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1352.47677 Truss Label: B24 2-PLY Page 2 of 2 JB / DF 06/13/2018 Wind ---- — -- -- — Wind loads based on MWFRS with additional C&C member design. Additional Notes The maximum horizontal reaction is 226# RIItQge��� _SFL F % 4 : ' • o. :r•848 • * 's it . * • • S 1 a ,Q`• ATE + #0 278'40,4 0/ trio,a w,+rneww10""" 06/13/2018 "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 B3,B7 or B10, /4116/64. as applicable. AppTy 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 Building_Components Group Inc.shall not be responsible for any deviation from this drawin anyy 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 orooessionar 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: wwwiccsafe.org Orlando FL,32821 4 , Job Number. 549218B Ply: 1 SEQN:870188 /T10 SPEC Gust:R9353 JRef: 1 WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1352.53117 Truss Label: B25 JB / DF 06/13/2018 !r 73.6 ! 9'0'1? 1sT6 l 21.4.11 237 32'6• { 7J 6'6.6 1 B'8 6'1'12 67 l 3 1'10'1 9'4'10 1114X12 1112X4r16] 3X6 PP -3X6 T2 E G w 14X14(") 12 IIi3X12 0 T3 6 010X100 D 12' H 810X10(") 1 - 1 - =6X6 n AB -r in W2 J (in , 1 • Q 1 113X815115] 81 =10X10(") 7X6(") =5X6(D1) 7X6(12] 92 =7X6[21w 1 --32'r 1 6'9'4 1'9'II 67' 67' 1'9' 9'5.9 H4 72.9 ! alit 1576 l 215'8 ! 2374 328' s4 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pfin 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 L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.335 L 999 360 P 1986 /371 /627 /- /268 /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.917 L 636 240 J 1905 /373 /667 /- /- /5.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.104 H - - Wind reactions based on MWFRS EXP:D HORZ L: 0.206 H - - P Min Br Width Des Ld: 37.00 Mean Height:26.77 ft � ) g Req NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 J Min Brg Width Req= 2.2 TCDL:4.0 psf BearingJ is rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.997 a g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.984 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.27 ft Rep Factors Used:Yes Max Web CSI: 0.858 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 812-3045 G-H 798 -2490 Lumber Loading C-D 928-3394 H-I 989 -3547 D-E 816 -2544 I-J 941 -3501 Top chord 2x8 SP#2:T2,T3 2x8 SP SS Dense: Attic room loading from 9-2-8 to 21-2-8:Live Load:40 Bot chord 2x4 SP#2:B1 2x8 SP#2: PSF.Dead Load:10 PSF Ceiling:5 PSF,Kneewalls:5 :B2 2x8 SP SS Dense: PSF Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3:W2 2x4 SP#2: Chords Tens.Comp. Chords Tens. Comp. :W6 2x8 SP#2: Wind N-M 2680 -561 L-K 3028 -684 Plating Notes Wind loads based on MWFRS with additional C&C M-L 2610 -443 K-J 3018 -688 member design. (**)5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-O 642 -2019 F-Q 716 -177 JT Plate Chord JT Plate Chord B-N 2651 -606 Q-G 801 -3096 No Size Shift Bite No Size Shift Bite N-C 188 -1126 H-L 2253 459 [5] W3X8 S 5.00 [12] W7X6 3.50 R 4.75 litHl/ssitioi C-M 466 -555 L-I 676 -1266 [18] W2X4 S 2.50 [21] W7X6 3.50 L 4.25 rr� hCJ* �) �,aj�4 M-D 1800 -283 K-I 299 -651 ��7 .fs:LC.P.,�' fisc E-Q 801 -3096 Purlins t'.� +•'� S• -/jY�N. In lieu of structural panels or rigid ceiling use purlins 1,r ••••1yr �'••• • t, to laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft) ` • • w TC 51 0.00 15.21 1 +1 O. ; .6481. TC 42 15.21 32.52 z I. / BC 94 0.00 32.67 i * k : * " Apply purlins to any chords above or below fillers ,01%. : i' at 24"OC unless shown otherwise above. %. STATE I :4 r r r Collar-tie braced with continuous lateral bracing at r � F �"(1, ...z. 24"oc.or rigid ceiling. �.� •••+/.�� y0).-." �/ .. Hangers/Ties f��i',i t j�►,� ��+� V ,11 (J)Hanger Support Required,by others #0 278 91/4er qlr Nltrl H,l*HU/tW 06/13/2018 ""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 bracing per BCSI.Unless noted olherwise,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 have bracin insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face.oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer toALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build1in Components Group Inc.shall not be responsible for any deviation from this drawing,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 rooessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thePresponsibility 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: 549218B Ply: 1 SEQN:870144 /T35 GABL 'Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.55193 Truss Label: B26 JB / DF 06/13/2018 F.:1Z1511 1 5'1"2 I 10'2"14 ! 15'4"5 1 16'8"5113 22'10"12 I 28'4"5 1 3411" 5'1"2 5'1"12 5'1"7 1'2''11 5'5"4 5'5"9 6'8"11 Job Number: 549218B Ply: 1 SEON:870145 /T6 HIPS Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.57390 Truss Label: C27 JB / DF 06/13/2018 7'1"8 13'11"8 1611"8269"8 3211" 7,1.,6 I 6'10" I 5. I 6'10" I 7'1"B ;5X8 7('") =5X5(") 12 6 V s3X4 '43X4 B E i,- A F i it a i c ja J I H 1114X8("") 1112X4 as 5X5("") w5X8"") 1112X4 1114X8("') r 32'11" 1 6711 61112 4'10"4 711 6711 41,1 6'11"12 I 13'11"8 I 18'9"12 I 25'11"4 32'6"15 14 1 C14.1 33'11" 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.106 I 999 360 A 1245 /385 /668 /- /213 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.294 I 999 240 K 1245 /385 /668 /- /- /5.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 G - - Wind reactions based on MWFRS EXP:D HORZ(TL): 0.092 G - - A Min Br Width Req1.5 Des Ld: 37.00 (TL) 9 Mean Height:25.90 ft K Min Br Width Req1.5 NCBCLL: 10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 = Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.996 Bearings A&K are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.975 RepFactors Used:Yes Max Web CSI: 0.691 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.29 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 1040-2203 D-E 895 -1649 Lumber B-C 898-1655 E-F 1040 -2203 C-D 887 -1399 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 SP#3::Rt Stub Wedge 2x4 SP#3: Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-J 1884 -818 H-G 1880 -819 J-I 1880 -819 G-F 1884 -818 (**)6 plate(s)require special positioning.Refer to I-H 1397 -515 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 B-I 363 -553 H-D 423 -146 to laterally brace chords as follows: C-I 422 -117 H-E 364 -557 Chord Spacing(in oc) Start(ft) End(ft) teff TC 41 0.00 13.96 Rfifj TC 56 13.96 18.96 r. A'S F �ilh TC 41 18.96 32.92 �`�7 r�: �� BC 95 0.00 32.92 ,ck\7 *•'� �'• o` 4y Apply purlins to any chords above or below fillers 4;)'",•;,)05. Se...-Y N. at 24"OC unless shown otherwise above. • Wind I 0. 648 • Wind loads based on MWFRS with additional C&C ,t + • s member design. 3 * S 7* /2 : * r.1 ,®\ 'y ATE O/F jj,,�� a C °`'`�S4. 4. /©• NAL 'Va," #0 278 9``fj"inutensitual-°� 06/13/2018 "'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,installinand bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fix g.safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attach€d rigid ceiling. Locations shown for rmanent lateral restraint f 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 ITIN Buildin Components Group Inc..shall not be responsible for any deviation from this drawin an failure to build the .„r,�,Co,,,q,;, 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 proessiona engineering responsibility solely for the design shovlin. The suability Suite and use of this drawing for any structure is the responsibility of the Building Designer per-ANSI/TPI 1 Sec.2. Suite 305OrlandFL,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: 549218B Ply: 1 SEQN:870146 /T9 HIPS Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1352.59613 Truss Label: C28 JB / DF 06/13/2018 51"8 11'11"8 16'5"820'11"8 26'9"8 3211" I 6'1"8 510„ I 4'6" I 4'6" I 510„ I 61"8 ; = 5X5(") m3XX4 5X5(") w 6 >2 3X4 4 3X4 B F to io A G _ __ 2 13 1 0 I, 1115X6(G1) H 11'L III2X4 =5X8(") w5X8(") 1112X4 1115X6(G1) r 32'11" 1 5'8"5 61"8 8'8"8 51"8 58"5 5'11"12 I 12'1"4 I 20'9"12 I 26'11"4 - I 32'7"9 17 7 7 '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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.112 D 999 360 A 1245 /389 /671 /- /183 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.312 D 999 240 L 1245 /389 /671 /- /- /5.0 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.049 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D _- HORZ(TL): 0.092 H - - A Min Brg Width Req= 1.5 Mean Height:25.40 ft Code/Misc Criteria Creep Factor:2.0 L Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Bearings A&L are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.984 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.995 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.29 ft Rep Factors Used:Yes Max Web CSI: 0.385 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 1066 -2216 D-E 930 -1543 Lumber B-C 948 -1791 E-F 948 -1791 C-D 930-1543 F-G 1066 -2216 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Sot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 SP#3::Rt Stub Wedge 2x4 SP#3: Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-K 1902 -859 I-H 1898 -860 K-J 1898 -860 H-G 1902 -859 (**)4 plate(s)require special positioning.Refer to J_I 1621 -662 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 B-J 304 -419 I-E 484 -180 to laterally brace chords as follows: C-J 484 -180 I-F 304 -419 Chord Spacing(in oc) Start(ft) End(ft) TC 44 0.00 11.96 Itttlflfqntryi TC 54 2 11.96 20.96 tial F!�+TC 4495 20.96 32.92 **.BC 95 0.00 32.92 ,.•' ' !•!•!Apply purlins to any chords above or below fillers ••O Se. *y. at 24"OC unless shown otherwise above. 1 A +c Wind 134 8 a r 1 Wind loads based on MWFRS with additional C&C member design. i * 1 /* ; * = •• ! — S/ 4� §/1/ATE •ATE r ct• P. ot 4. #0 278 'o+kur,nrrpututoOOP 06/13/2018 ""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)f8F 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 bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face,oftrussand 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 ITVV BuildingQComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ni MN COMP/ truss in conformance with Ars/51/TP! 1,or for handling, COMPANYpping,installation and bracing of trussesA seal on this drawing or cover page,, 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona engineenn responsibility solely for the design shown. The suitability Suite and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 305OrlandFL,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. 549218B Ply: 1 SEQN:870147 /T4 HIPS Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1353.01987 Truss Label: C29 JB / DF 06/13/2018 4'11929'11"8 16'5"8 22'11"8 2711.4 3211" 4'11"12 I 4'11"12 I 6'6" I 6,6" I 4'11"12 I 4'11"12 H =5X8(") 1112XX4 w 5X8(") T 0' lie 12 6 V 2x4 0 2x4 F v B I,-in A G — Ts 51 — is, 1115X6 G1) 5X6(") =3X8 --5X6(") 1115X6 GJ I H 11 = ) A 32'11" A 9'8"1 6'6" 6'6" 9'8"1 17 9'11"8 I 16'5"8 I I 22'11"8 32'r9 7 7 '11" Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.126 D 999 360 A 1245 /393 /668 /- /152 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.351 D 999 240 K 1245 /393 /668 /- /- /5.0 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.049 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.093 H - - A Min Brg Width Req= 1.5 Mean Height:24.90 ft NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 K Min Brg Width Req= 1.5 surface.A&K are a Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 Bearingsrigid Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.991 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.29 ft Rep Factors Used:Yes Max Web CSI: 0.290 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 1134 -2215 D-E 1125 -1975 Lumber B-C 1002 -1940 E-F 1002 -1940 C-D 1125 -1975 F-G 1134 -2215 Top chord 2x4 SP#2 Bot chord 2x4 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 SP#3::Rt Stub Wedge 2x4 SP#3: Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-J 1913 -936 I-H 1680 -699 J-l 1680 -698 H-G 1913 -937 ('")4 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 C-J 397 -32 I-E 381 -225 In lieu of structural panels or rigid ceiling use purlins C-I 381 -225 E-H 397 -32 to laterally brace chords as follows: D-I 316 -382 Chord Spacing(in oc) Start(ft) End(ft) TC 45 0.00 9.96 TC 43 9.96 22.96 1Rtlltty� tUt�t TC 45 22.96 32.92 2 -V`w� [�Siiii r.1:94.74., ,,,_BC 89 0.00 Apply purlins to any chords above or below fillersels..)0 se " at 24"OC unless shown otherwise above. 0:)° °+ 4� ' N. Wind � : • + w Wind loads based on MWFRS with additional C&C ; ; O. 648 i member design. I * ; * r ,*. i y1/ATE • Q ♦ c/ s 06/13/2018 '"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)Kw safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attached rod ceiling Locations shown for ermanent lateral restraint bf webs shall have bracln installed per BCSI sections B3,B7 or B10 , as applicable. AppTy plates to each faceoftrussand 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 Componnts Group Inc.shall not be responsible for any deviation from this drawino any failure to build the ,,,,,COM,,k, truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing µ i g 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 d&awing 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.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Job Number: 549218B Ply: 1 SEON:870148 /T8 HIPS Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1353.03807 Truss Label: C30 JB / DF 06/13/2018 311"12 7'11"813'9"13 19'2"15 24'11"8 28'11"4 32'11" 3'11"12 3'11"12 I 5'10 "5 I 5'5"1 I 5'8"9 I 3 11"12 3'11"12 =5X8") =5X55(") 1112X4 =5X8(") -f, 12 ' la 6 2X4N2X4 Alploo.liti ssv B G i� v To �i �. ISH 1_ Q - ill 1115X G1) =5X5(") =3X4 w5X8(") w5X5(") Ill5X6(G1J) r 3711" - - - 7 78"1 5613 515'9 5'8"9 7'8"1 F fig{ 7'11"8 I 13'6"5 I 19715 I- I 24'11"8 327"9 �'Hg 7 3'7 32'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF)I Defl/CSI Criteria I A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.155 E 999 360 A 1245 /396 /661 /- /122 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.430 E 999 240 M 1245 /396 /661 /- /- /5.0 BCDL: 10.00 Risk Category:I1 Snow Duration:NA HORZ(LL): 0.052 I - - Wind reactions based on MWFRS EXP:D HORZ(TL): .099 I - - A Min Br Width Req1.5 Des Ld: 37.00 Mean Height:24.40 ft � ) M Min Brg Width 1.5 NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 Bearings A&M area rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.971 Spacing:24.0" C&C Dist a:3.29 ft Rep Factors Used:Yes Max Web CSI: 0.336 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 Ven.17.02.02A.1213.21 A-B 1147 -2229 E-F 1277 -2349 Lumber B-C 1054 -2043 F-G 1053 -2043 C-D 1264 -2332 G-H 1147 -2230 Top chord 2x4 SP#2 D-E 1276 -2349 Bot chord 2x4 SP#2 Webs 2x4 SP#3 :Lt Stub Wedge 2x4 SP#3::Rt Stub Wedge 2x4 SP#3: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-L 1923 -957 J-I 1787 -783 (")6 plate(s)require special positioning.Refer to L-K 1788 -784 I-H 1923 -958 scaled plate plot details for special positioning K-J 2353 -1059 requirements. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: C-K 687 -348 J-F 704 -362 Chord Spacing(in oc) Start(ft) End(ft) TC 46 0.00 7.96 iRgt�yl TC 42 7.96 24.96ithii TC 46 24.96 32.92 fs111\11.‘ S F�L` 4`iytt BC 82 0.00 32.92 +iApply purlins to any chords above or below fillers ••••• •�•••41fat 24"OC unless shown otherwise above. �'•• • 4 • Wind 4 • • • ewQQ • Wind loads based on MWFRS with additional C&C I i �. �r•V'+D • member design. -5 • Z • • i I ,o ATE • i•w;' y• • "`3.�.�!...4.•�OR\t o•' ',.." #0 278�6104S.ss/QNAt.�`- 0 0 100 06/13/2018 **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 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. 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 MNCOMPA truss in conformance with ANSI/TPI 1,or for handling,shiM pping,installation and bracing oftrussesA seal on this drawing or cover pae_, 6750 Forum Drive listing this drawing indicates acceptance of prooessionar engineering responsibility solely for the design shown. The suit-ability Suite 305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 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: 5492188 Ply: 2 SEAN:870159 /T2 HIPS Cust:R9353 JRef: 1 WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1353.05377 Truss Label: C31 2-PLY JB / OF 06/13/2018 1 5 5 2 Complete Trusses Required 5'11"8I 11'5"2 I 16'5"8 I 21'5"14 , 26'11"8 I 32'11" 5'11"8 5'5"10 5'0"6 50"6 5'5"10 5'11"8 12 =SXg(") =3X4C =5X5D(") =3XE 4 =5X8(") 6 V NI- 41 ,,m4 ',r., =4X6I 1-12 A(B1) =4X6(1) 1 n _ n *I L K J I H 1112X4 =7X6(") =3X8 =7X6(") 1112X4 • 32'11" 7 6'1"4 5'0"6 51"14 53"14 5'0"6 6'1"4 6T4I I 11'1"10 I 16'5"8 I- 21'9"6 26I '9'12 32'11" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.222 D 999 360 A 2292 /1053 /- /- /- /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.617 D 932 240 0 2292 /1053 /- /- /- /5.0 Risk Category:11 BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.047 B - - Wind reactions based on MWFRS Des Ld: 37.00 a.D HORZ(TL): 0.090 B - - A Min Brg Width Req= 1.5 Me NCBCLL:0.00 Mean Height:23.90 ft Code/Misc Criteria Creep Factor:2.0 ' G Min Brg Width Req= 1.5 TCDL:4.0 psf Bearings A&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.988 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.996 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.29 ft Rep Factors Used:No Max Web CSI: 0.433 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/10(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 977 -2101 ID-E 1422 -3105 Lumber Wind B-C 1288 -2809 E-F 1288 -2809 C-D 1422 -3105 F-G 977 -2101 Top chord 2x4 SP#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 SP#2 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-L 1837 -845 J-I 2851 -1315 Nail Schedule:0.131"x3",min.nails L-K 1843 -844 I-H 1843 -844 Top Chord:1 Row @12.00"o.c. K-J 2851 -1315 H-G 1837 -845 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. (1)1/2"bolts MAY BE USED FOR (2)0.131"x3",min.nails ON B-K 1137 -522 E-I 311 -467 THE BOTTOM CHORD ONLY. K-C 311 -467 I-F 1137 -522 Plating Notes t ' (**)5 plate(s)require special positioning.Refer to V� S FLE scaled plate plot details for special positioning �7 4\ requirements. lip ••'� f8'�• / Purlins 4 Y •In lieu of structural panels or rigid ceiling use purlinsSs 1 to laterally brace chords as follows: ; (if 0. %t• � Chord Spacing(in oc) Start(ft) End(ft) 1 TC 61 0.00 5.96 1* ' 7C = TC 48 5.96 26.96 z * ATE • • I TC 61 26.96 32.92 . • BC 109 0.15 32.77 sy'0 �•L s Apply purlins to any chords above or below fillers fp •. F P • ,..$ at 24"OC unless shown otherwise above. 'ty+ANA.•'. C QR,O +•• '� Loading #0 278 + S1ONA1.r #1 hip supports 5-11-8 jacks with no webs. 4r11 tlw" 06/13/2018 "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 bracin insalled per BCSI sections B3,67 or 810, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E 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 RW 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 roTesslonar 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/1'P!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.ag Orlando FL,32821 Job Number: 549218B Ply: 1 SEQN:870149 /118 MONO Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 7 FROM:RCT DrwNo: 164.18.1353.07163 Truss Label: D32 JB / DF 06/13/2018 5.9.12 10.16.12 11,4, 5'9.12 + 51" +5" ■224 D — I 12 6 p 034X4 i A i1 ■ ' 1 • j ii G FE 1113X6(G1) 1112X4 =4X4151 k 11'4•• 1 5.4..9 5.1.. !' 5.8.. '{— 'i _-. 10.9.. r s •.. 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/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.015 G 999 360 A 429 /61 /257 /- /232 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.043 G 999 240 E 429 /189 /299 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 B - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.012 B - - A Min Brg Width Req= 1.5 Mean Height:25.24 ft E Min B Width Re NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 r9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.622 Bearing A is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.485 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.388 Members not listed have forces less than 375# MaxiLoc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(2)/4(0) Chords Top Chord Forces Per Ply(lbs) dss T Tens.Comp. GCpi:0.18 Plate Type(s): Chor Wind Duration:1.33 WAVE VIEW Ver.17.02.02A.1213.21 A-B 115 -599 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-G 474 -326 G-F 469 -327 :Lt Stub Wedge 2x4 SP#3: Plate Shift Table Maximum Web Forces Per Ply(lbs) JT Plate Chord JT Plate Chord Webs Tens.Comp. No Size Shift Bite No Size Shift Bite B-F 381 -548 [5] W4X4 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 75 0.00 11.33 IRNlttffgff BC 120 0.00 11.33 r �4y4 Apply purlins to any chords above or below fillers ,0isS r� , at 24"OC unless shown otherwise above. 0.) .*``..•. a.. 4/ 9 �•V. .4•. Hangers I Ties (J)Hanger Support Required,by others 1 Wind $ ; i O. • .648 • Wind loads based on MWFRS with additional C&C * ' /*' member design. a t $' ", ATE * / J 44 c #0 278 y'''' d NALtw,„„o 06/13/2018 '"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 sheathingp and bottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have br cin ins/alled 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, 1 LP I N E drawings 160A-Z for standard plate positions. ,,1 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 RW 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-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 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 1 Job Number: 5492186 Ply: 1 SEQN:870150 /T20 MONO Cust:R9353 JRef: 1 WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1353.08723 Truss Label: D33 JB / DF 06/13/2018 I 7'11"4 ! 9'5'8 I idlo•125. T11"4 1'6"4 1'5"4 112X6 E - f C4 B 12 I• e � v ;�IIIT T I�liim��', - 114X6(") H G F 614X6(") =4X4(12] A I l 0. d4 1 12 114X6(G1) 1 114' 7'4"3I ! 14 8 17' ! 5 5 T913 9'2" 10'9"L. 1411"-' 7', 5 '11'4' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 I 999 360 A 435 /58 /253 /- /232 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.067 I 999 240 F 433 /192 /304 /- /- /- Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.018 G - - Wind reactions based on MWFRS EXP:D Des Ld: 37.00 HORZ(TL): 0.034 G - - A Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:25.24 ft Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - TCDL:4.0 psf Bearing A is a rigid surface.Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.983 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.725 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.266 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT/PT:20(0)/10(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 422 -959 B-C 227 -399 Lumber Top chord 2x4 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 A-I 836 -611 I-H 798 -577 :Lt Stub Wedge 2x4 SP#3: Plating Notes Maximum Web Forces Per Ply(lbs) (")2 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning I-B 645 -326 H-C 633 -501 requirements. B-H 742 -940 C-G 353 -462 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [12] W4X4 S 2.75 Purlins #.1‘.0..S _ A In lieu of structural panels or rigid ceiling use purlins `` t • • to laterally brace chords as follows: �V •+•'` '••. fil�/ Chord Spacing(in oc) Start(ft) End(ft) 4 .•* �,y •S<t,,+••.•s 1► TC 60 0.00 11.33 4 BC 99 0.00 7.79 4 i • BC 17 7.79 9.17 4 i BC 26 9.17 11.33 1 O. • • Apply purlins to any chords above or below fillers - j ; * - 1 at 24"OC unless shown otherwise above. / * NATE ` Hangers/Ties :9 • : $ (J)Hanger Support Required,by others .,', "g AZ •. 44e 4. • ► Wind ��Sy>r','e�`L°S /tt,*y0+..10 .. �`�' ,. Wind loads based on MWFRS with additional C&C #0 278 �,,`1t V t Y 1--°i;":" member design. Nui+uxvrtruuNtn 06/13/2018 "'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 bracingq installed per BCSI sections 83,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise.B7, efer to drawings 160A-Z for standard plate positions. ALPINE 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 proTesstonar 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 r Job Number: 549218B Ply: 1 SEAN:870154 /T15 FLAT Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1353.19910 Truss Label: E34 Page 1 of 2 JB / DF 06/13/2018 I 7„I 33"12 138 7 78"12 5" IAB6[2] 1112X1112X6fe - 17 _ li•'�III HG FE 1112X6[3] 1114X6[5] I 78"12 I 32" �T,.� I-54 '31. Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl u# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 C 999 360 H 762 /428 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.020 C 999 240 E 776 /435 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.005 A - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.009 A - - H Min Brg Width Req= - Mean Height:28.07 ft Code/Misc Criteria CreepFactor:2.0 E Min Brg Width Req= - NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.232 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.423 Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Webs Tens.Comp. Webs Tens. Comp. Loc.from endwall:Any FT/RT/PT:20(0)/10(2)/4(0) GCpi:0.18 Plate Type(s): _. B-G 357 -517 C-F 357 -517 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Additional Notes Top chord 2x8 SP#2 Truss must be installed as shown with top chord up. Bot chord 2x8 SP#2 Webs 2x4 SP#3 Special Loads -----(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 276 plf at 0.00 to 276 plf at 3.75 BC:From 20 plf at 0.00 to 20 plf at 3.75 BC: 429 lb Conc.Load at 1.94 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W4X6 S 4.75 [3] W2X6 S 4.75 [4] W2X6 S 4.75 [5] W4X6 S 4.75 Mlgfftgy„_Purlins /11\1' 4In lieu of structural panels or rigid ceiling use purlins 4.3 .07' a., of&to laterally brace chords as follows: e•�G Set* e Chord Spacing(in oc) Start(ft) End(ft) . TC 45 0.00 3.75 ; ' s s BC 45 0.00 3.75 +4 ;(•1348s Apply purlins to any chords above or below fillers 3 ; Job Number: 549218B Ply: 1 SEAN:870154 /T15 FLAT Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1353.19910 Truss Label: E34 Page 2 of 2 JB / DF 06/13/2018 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=21'9"6 uses the following support conditions:0' Bearing H (0',21'9"6)HTU26 Supporting Member:(2)2x8 SP SS Dense (20)0.148"x3.25"nails into supporting member, (11)0.148"x1.5"nails into supported member. (J)Hanger Support Required,by others tidlWsg#1 /0000t,,Z,k..0.• • *********** 0060 4 s � 0. • •648 int % 7* ,___./ j *; a.04. ATE 'tC . #0 278 'yiy+ /0 tN nvOl—� 06/13/2018 '"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 bracin installed per BCSI sections 03,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Join-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,apy failure to build the w;,rwc , 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 professional engineering responsibility 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. 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: 5492186 Ply: 1 SEQN:870155 /T11 FLAT Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1353.29867 Truss Label: E35 JB / OF 06/13/2018 7" 5'6"41I18 r 4'11"4 �5"# 118 I. 1113X841 r 1 D u ■ ■ 1 1111 HG FE 1113X8[3] 1114X8[51 k 5'11"8 1 4'11"4 II 5.. 5'4"8 �� '511 '5'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.024 B 999 360 H 1921 /1294 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.055 B 999 240 E 1802 /1241 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.006 A - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D HORZ(TL): 0.009 A - - H Min Brg Width Req= - Mean Height:28.07 ft E Min Br Width Re NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 q= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.702 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.743 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Maximum Web Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.423 Webs Tens.Comp. Webs Tens. Comp. Loc.from endwall:Any FT/RT/PT:20(0)/10(2)/4(0) GCpi:0.18 Plate Type(s): B-G 567 -742 C-F 567 -742 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Additional Notes Top chord 2x8 SP#2 Truss must be installed as shown with top chord up. Bot chord 2x8 SP SS Dense Webs 2x4 SP#3 Special Loads (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC:From 249 plf at 0.00 to 249 plf at 5.96 BC:From 160 plf at 0.00 to 160 plf at 5.96 BC: 429 lb Conc.Load at 1.81,2.15,4.15 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [2] W4X8 S 5.50 [3] W3X8 S 5.50 [4] W3X8 S 5.50 [5] W4X8 S 5.50 r Purlins ``�� kAS F In lieu of structural panels or rigid ceiling use purlins ,4V�•••■ �•**fjl�j to laterally brace chords as follows: Q •✓ )�' L►'• s Chord Spacing(in oc) Start(ft) End(ft) C TC 71 0.00 5.96 �• • BC 54 0.00 5.96 i Q" ;4.648 i Apply purlins to any chords above or below fillers ' at 24"OC unless shown otherwise above. 1 : * �. The TC of this truss shall be braced with attached 7� • it spans at 24"oc in lieu of structural sheathing. G .43t ATE + iHangers/Ties S 4) •• cc I (J)Hanger Support Required,by others OIC +. 0� .• �� Wind Wind loads and reactions based on MWFRS. #0 278 's u�/ONML "i 06/13/2018 "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 and SBCA)fr safely 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 bracin installed per BCSI sections B3,67 or 610, as applicable. Appplates to each face of truss and 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 Building_Components Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the AN nw COMPANY truss in conformance with ANSI/TP! 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 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 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 k , Job Number: 5492186 Ply: 1 SEQN:870156 /T17 MONO Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1353.39177 Truss Label: E36 JB / DF 06/13/2018 1 7"I 2'8"4 i 5'4"8 15'11"8 7 2'1"4 2'8"4 7"I Il II4BX8[21 1113X4[4] 1114X8110 1 T • ■ iAIii 1113X8('x13] iv1 ML K )) H 1114X8[3] =10X10("If12X4 1114X6[6]1112X4[9] . r 511"8 1 2'3" 1' 1'8"4 Hr 210" I 3'10) 55"4 15 6.8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 H 999 360 M 1926 /1051 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.087 H 999 240 F 1822 /999 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.014 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:0 HORZ(TL): 0.026 J - - M Min Brg Width Req= - Mean Height:28.07 ft Code/Misc Criteria CreepFactor:2.0 F Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.441 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.528 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.959 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:20(0)/10(2)/4(0) GCpi:0.18 Plate Type(s): B-C 469 -876 C-D 474 -884 Wind Duration:1.33 WAVE VIEW Ver:17.02.02A.1213.21 Lumber Purlins Maximum Web Forces Per Ply(lbs) Top chord 2x8 SP#2 In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x8 SP#2 to laterally brace chords as follows: B-L 940 -1684 J-K 1212 -572 Webs 2x4 SP#3 Chord Spacing(!n oc) Start(ft) End(ft) B-J 1551 -831 J-D 1354 -726 TC 71 0.00 5.96 C-J 534 -608 D-G 853 -1504 Special Loads BC 46 0.00 3.69 (Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) BC 39 3.69 5.96 TC:From 249 plf at 0.00 to 249 plf at 5.96 Apply purlins to any chords above or below fillers BC:From 160 plf at 0.00 to 160 plf at 3.83 at 24"OC unless shown otherwise above. BC:From 170 plf at 3.83 to 170 plf at 5.96 The TC of this truss shall be braced with attached BC: 429 lb Conc.Load at 1.81,2.15 spans at 24"oc in lieu of structural sheathing. BC: 433 lb Conc.Load at 4.15 Additional Notes Plating Notes Truss must be installed as shown with top chord up. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning tftNtftttt requirements. hp, tl! As1,AS F1. 1'!�, Plate Shift Table ON `f.a•a *+■■®■+`ib N. JT Plate Chord JT Plate Chord tr�7�4.- `0 `Ss,' No Size Shift Bite No Size Shift Bite V V [2] W4X8 S 4.25 [3] W4X8 S 6.25 s • [4] W3X4 S 2.25 [6] W4X6 S 4.50 ,° 648 at [9] W2X4 S 2.25 [11] W4X8 S 4.50 3 i ' a [13] W3X8 S 6.25 I * . 1(74/ : *• S Hangers/Ties S ,T• ATE • 4 § (J)Hanger Support Required,by others a-'* •; Wind S'ri 0� "L OR` P..•_14.7 Nsr w, Wind loads and reactions based on MWFRS. �i v Y p #0 278t, r�Yrg4ONAL � l 06/13/2018 **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 ermanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or 610, /46 as applicable. Appplates to each face of truss and position as shown above and on the JoinDetails, 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 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 rooessronar 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.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 549218B Ply: 1 SEQN:870151 /T1 EJAC Cush R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD DUVAL Qty: 12 FROM:RCT DrwNo: 164.18.1353.45150 Truss Label: EJ37 JB / DF 06/13/2018 B �1 1 6 12 ih A 1 C 1113X6(G1) I3, 51r1 1 3 5'11"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 Ude L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 225 /61 /135 I- /167 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 112 /- /66 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 B - - B 152 /162 /94 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.007 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:23.90 fl Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf C Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.725 g q= - B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.428 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/10(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 :Lt Stub Wedge 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 5.96 BC 72 0.00 5.96 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&Ctfftflltyf member design. 5S7f'+\ r' `fltdrf�� � r s o. 8• '. * / 7* Ir - M S 5tAT E +,`� #0278flit y,,IQNAL• a+� +IUfffflartrf*O% 06/13/2018 "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)fl'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 have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face,or 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 drawinany 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 drawing or cover page6750 Forum Drive listing this drawing,indicates acceptance of orooessionar 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 • t Job Number: 5492188 Ply: 1 SEQN:870157 /T5 HIP_ Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1353.48117 Truss Label: 1iJ38 JB / DF 06/13/2018 3' S'4"6 H 3' I 5'4"6 D 1 T 12 4.24 L__-- %4X6 /%4X6 3X3(** i� B 0� M 3X4("maii 14 ■1 111111111111111.111110..._ El h _I H�� G FE 1112X4 4X4 7'9"4 1 7"2I F T9"4 i 8'4"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.036 B 999 360 H 197 /110 /- /- /- /6.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.095 B 999 240 E 185 /17 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 D - - D 223 /192 /- /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.023 D - - Wind reactions based on MWFRS Mean Height:23.72 ft Code/Misc Criteria CreepFactor:2.0 H Min Brg Width Req= 1.5 NCBCLL:0.00 TCDL:4.0 psf E Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.720 D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.443 Bearing H is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.906 Loc.from endwall:NA FT/RT/PT:20(0)/10(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-C 298 -665 Top chord 2x4 SP#2 Botchord2x4 #2 Webss2x4 SP#33 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-G 628 -281 G-F 423 -192 (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Web Forces Per Ply(lbs) requirements. Webs Tens.Comp. Purlins B-F 199 -439 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 0.15 3.00 TC 68 3.00 8.36 1l1yy418� BC 100 0.00 8.3e s to F+ �„ 74, Apply purlins to any chords above or below fillers ,` aa77 j,,�rdYJ� r at 24"OC unless shown otherwise above. 13 s" * a..r f V� • .. Loading �, ��` �` Hipjack supports 5-11-0 setback jacks with no webs. ;#4 <Ili' . O. •x.648 tWind 3 . . Wind loads and reactions based on MWFRS. 3 * 4, /* * w a , 1,",0�s § Ai E • r /y,# .i +e►.gra.. #0 278 x.11104/44...%'4310+VAL t a 06/13/2018 '"'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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Appplates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE' P 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 AM MN COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawl g or cover page6750 Forum Drive listing this drawing indicates acceptance of oro-tessionar 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 • I Job Number: 5492186 Ply: 1 SEQN:870152 /114 JACK Gust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1353.49850 Truss Label: CJ39 JB / DF 06/13/2018 B 12 I 6 ,,,,---- N F— F-f . 1 C 1113X6(G1) 3"7 3'7"12 307 3'11"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 L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 149 /36 /88 /- /108 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 74 /- /43 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - B 101 /107 /63 /- /- /1.5 EXP:D HORZ L: 0.002 C - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:23.39 ft ) NCBCLL: 10.00 TCDL:4.0 psf Code I Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.550 C Min Brg Width Reg= - TPI Std: 2014 Max BC CSI: 0.303 B Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT/PT:20(0)/10(2)14(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 :Lt Stub Wedge 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 53 0.00 3.93 BC 47 0.00 3.93 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&Ctlitlftt�� member design. �� c. `04,���� .N\Y-'..0",4—"A'-...--141,\ w s • • (3. •646 • �* C . * = . s-.0% VATE ••r #0278 ''•, 2°1.4 5/0NAl� ''..,',04# 06/13/2018 "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 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 bracingins-tailed per BCI sections 63,B7 or B10, as applicable. Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Rtefer 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 ANSIrr 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 pro-essiona engineering responsibility solely for the design shown. The suit-ability Suite5305 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 S�c.2. For more information see this job'sgeneral notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or ,SBCA: www.sbcindus Orlando FL,32821 1 D 9 P P 9. try.com;ICC: www.iccsafe.org • Job N mber: 549218B Ply: 1 SEQN:870153 /T21 JACK Cust:R9353 JRef: 1WbS93530001 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1353.56830 Truss Label: CJ40 JB / DF 06/13/2018 12 6 B tA oA 1 NI A 1.-- ird1101111.° 1111.:1111111 I ► C 1113X6(G1) �3"7II 1'7"12 3"7 1'11"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 Udefl 1..M Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):NA A 73 /13 /42 /- /51 /5.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 37 /- /21 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.000 B - - B 50 /55 /32 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.000 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.89 ft Code/Mist Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf C Min BrgWidth Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.129 B Min BrWidth Req Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.071 g q= - RepFactors Used:Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:20(0)/10(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 :Lt Stub Wedge 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 27 0.00 1.93 BC 23 0.00 1.93 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&C member design. V'— FLEA: 7a isii s . s i 1,.0`, ATE • .• • ($ I sS/ �N #0 278 ,f�y«Ue O nNA utu+ttto 06/13/2018 "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 olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeerly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall havebracinginstalled per BCSI sections B3,B7 or B10, as applicable. AppTplates 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 drawin any failure to build the µ � 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 oroTessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any sructure is the responsibility of the Building Designer per ANSI/TPI 1 SSc.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 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace '. (1) 2x4 'L' Brace w (2) 2x4 'L' Brace wit (1) 2x6 'L' Brace w (2) 2x6 'L' Brace in Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Spruce-Pine-Fir Hem-Fir CM SSPF Ni / #2 Standard k2 Stud I #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' k3 Stud #3 Standard • O uF Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' Il' 2' 11' 11' 13' 7' 14' 0' �l Stud 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Douglas Fir-Larch Southern Pine..'. #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' Stud 5 P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Stud Standard Standard #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' d cu —' DFL Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' Group B, U F #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hem-Fir -I-) #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' kl 6 Btr LJ u F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Ni - a) O fl Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine"■ #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #1 #1 SP #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). DFL Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' .--I Lww'.For 1x4 So, Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' _ 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades, d SPF #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, u U u F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O fl Stnndnrd 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 plf over X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4. 0' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' Symm r�^ Attach 'L' braces with 10d (0.128'x3.0' min) nails. - / I / About it able Truss it it I * 31( For (1) 'L' brace, space nails at 2' o.c. I �ai� in 18' end zones and 4' o.c. between zones. Diagonal brace option, )1(*For (2) 'L' braces, space nails at 3' o.c. vertical length may be T : in 18' end zones and 6' o,c. between zones. doubled when diagonal 18' 'L' bracing must be a minimum of 80X of web INiir brace is used. Connect L * member length. diagonal brace for 690# I 'L' at each end. Max web Brace `' Gable Vertical Plate Sizes total length Is 14'. ��_ 31()IE ,'•• a , It�///b,. Vertical Length Na Splice DF-L #2 or I Less than 4' 0' 2X4 better dngonnt 'r Greater than 4' 0', but 4X4 less than 12' 0' Vertical length shown / 2x6 brace, single 18'or double cut . . In table above. (as shown) at L_. 1 Q 11 \ ' + Refer to common truss design for 'I1upper end. D 4 0 ¢ ,r •�� ird 1 '11,.--411111111144... peak, splice, and heel plates. I on ous Ilia Ing ,t Refer to the Building Designer for conditions Connect diagona at ' }+ • 't' ' I t • • • midpoint of vertical web. Refer to chart abI'e fat' ma !a• ever ca e ttt'1. not addressed by this detail. wwVARlm+ae READ AND FOLLOW ALL NOTES IN THIS BRAVING • + '� " REF ASCE7 10-GAB16030 wwi PaNTANTww Fl. (ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TiE INSTALLERS. i lir « '�' • Trusses requhe extreme care h fabricating,handing,shipping,Installing and bracing. Refer to%tut * • followathe horst edition m BCSI(Building on. int Safety llInformation,dea TPI and cfor sof y It_ ATE + DATE 10/01/14 .4116. practices prior to performing these functions. Installers shall provide temporary bracing per BC Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom r : DRWG A16030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of 0) 4 • 4` �' I� shall have bracing Installed per BCSI sections B3,B7 or 010,as applicable. Apply plates to each fat I •* /� A •� 4�•f,� I of truss drawings Ings l 0 as shown abover plate on the Joint Details,unless noted otherwise, �� �� •+i/� n{ •�� �.� ���N II I- Refer to drnrinps I6M-1 fm standard plate posltlons. .. \1." Alpine,n division of ITV Building[opponents Group Inc.shall not be responsible for any deviation from •.••• •mil* AN ITWCOMRWY this drawing,any failure to build the truss in conformance with ANSI/ I,or for handling,shipping, �j • ° 9 �6/n NAL TOT. LD, 60 PSF Installation I bracing of trusses. V N L. A sal engineering tsps drn.rq sr cyvpage listing thissho n The,Indcatrs and usence of pr rawinonel t \\13723\Rlverpart\Drive foranr re U.'e lb ty rasp for the design shown The suitable' GI use of this drawing jj \\Smite\200 far any structure is the responsibility of the Building Designer per ANSI/TPI L Sect. �ilitl unit ' \\Maryland\Heights\MO\63043 For more information see this Job's general notes page and these web sites, ALPINE,.wwalpin itw.coni TPI,www.tpinst.orgr SBCA'wwws .o bcindustryrgi ICC,www.lccsafe.org W?ix_ 06/13/2018 MAX. SPACING 24.0' GQole Detail ((?'II For Let-in Verticals Gable Truss Plate Sizes About` O Refer to appropriate Alpine gable detail for , II minimum plate sizes for vertical studs. /I Pc 1%144041 +°Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Gable liokeidicohiiir © © Lentth Example2X4ty12X4 p d 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Relnforcing MemberMenber OToe-Hall - Or - End-nail OO To convert from 'V to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails. Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3,',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rl.ld Shenthln, Toenalled Nails 10d Common (0.148'x3',min) Toenails at 4' o,c. plus Web Length Increase w/ 'T' Brace 4 Nail (4) toenails In the top and bottom chords. 'T' Relnf. T' T, Thwi detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 GablesSpaced At ASCE 7 10 & ASCE 7 16 Gable Detnll Drawln s Gable Vertical = 24'o.c. SP p3 Truss P g 4' O.C. A11515ENC100118, A12015ENC100118, A14015ENC100118, AI6015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A201 ' 1. ' Nal/744 T' Brace Increase (From Above) = 30X = 1.30 A11530ENC100118, A12030ENC100118, A1403OENC100118, : 1 OII�I• 4 (1) 2x4 'L' Brace Length = 8' 7' AI803OENC100118, A2003OENC100118, A20030END100 1:1' 10 : � Maximum 'T' Reinforced Gable Vertical Length SII5I5ENC100118, S12015ENC100118, 514015ENC101'= 11;-'1.3 f".11:5449. 1.30 x 8' 7' = 11' 2' S18015ENC100118, S200I5ENC100118, S20015EN1 '11 'I '," - 7 ,1..r+ 51153OENC100118, S1203OENC100I18, 514030E 0�,di41tc'- .,1/414$'".• • �1 4 Nail II II 518030ENC100118, S20030ENC100118, 520031' D1001 S20 1•ED100 8 ►-I CeilingSee appropriate Alpine gable detail for maxi .i unrieh arc ab -1 le !lb. a • • • • w.VARNINGww READ AND FAUN AU-NOTES ON THIS DRAVIW.S * A 1 wP wDORTANTww FURNISH THISIN BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. i ; i REF LET-IN VERT • Trusses require extreme care In fabricating,handling,shipping, installing and bracing. Refer t'''nd A e follow the latest edition of SCSI (Building Component Safety Information,by TPI and SBCA) for sa ty„, . ATE • / cc DATE 01/02/2018 practices prior to performing these functions. Installers shall provide temporary bracing per BC i • Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom + �I, DRWG GBLLETIN0118 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of ■ /fit •• P"0 ' ,� shall have bracing Installed per SCSI sections 93,B7 or 910,as applicable. Apply plates to each facl4 (,/ •4, L QR�p •• y. of truss and position as shown above and on the Joint Details,unless noted otherwise. ♦ • �A V' ���N Refer to drawings I60A-2 for standard plate positions. F +Awadi.+•.• Y\ 0. Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation frort f� AN MNcomF4NY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, /fIf// SIIONAI-to01. `MAX. TOT, LD. 60 PSF Installation t bracing of trusses. / A seal on this drawing or cover page listing this drawing.Indicates acceptance of professional *r U \\137231 Riverport\Drive orYts re Y solelyfortheresponsibility of the Building Designer The NyANSI I of ecc2.s drawing 13/2011N� DOR, FAC. ANY \\Suite\200 for anyis #0 278 06/13/2018 1\Maryland\Heights\MO\63043 For more Information see this Job's general notes page and these web sites, MAX. SPACING 24,0' ALPINE'www.alpineltw.comi TPD www.tpinst.orgl SBCM wwwsbclndustry,orgi ICC www.lccsafe.org Y" ` _ I Alpine, an ITW Company 6750 Forum Drive,Suite 305 O F F I�L u Y V i Orlando, FL 32837 4eeesss/ ALPINE Phone:(800)755-6001 alpineitw.com —Site Information: Customer. Gleckler&Sons Building Supply Job Number: 549218A JobDescription: 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Address: City, State,Zip: ATL BEACH, FL Name, Address and License #of Structural EOR if one exists for the building: Name: GEOFF GARTNER 59328 License#: GEOFF GARTNER 59328 State: Address: 3016 3RD ST SUITE 201 JACKSONVILLE BEACH City, State,Zip: Job Engineering Criteria: Design Code: FBC 2017 RES Design Version: 17.02.02.1213.21 JRef#: 1 W bS93530002 Wind Standard: NA Wind Speed(mph): N/A Roof Load(psf): None Floor Load(psf): 40.00-10.00-0.00- 5.00 This package contains a job notes page, 17 truss drawings and 2 details. Item Seal# Truss Item Seal# Truss 1 164.18.1349.33863 F1 2 164.18.1349.35600 F2 3 164.18.1349.38273 F3 4 164.18.1349.40137 F4 5 164.18.1349.43240 F5 6 164.18.1349.45330 F6 7 164.18.1349.46943 F7 8 164.18.1349.49293 F8 9 164.18.1349.51193 F9 10 164.18.1349.52883 F10 11 164.18.1349.54560 F11 12 164.18.1349.56393 F12 13 164.18.1349.58753 A13 2-PLY 14 164.18.1350.00790 EJ14 15 164.18.1350.03497 HJ 15 16 164.18.1350.05560 CJ 16 17 164.18.1350.09373 CJ17 SUBMISSION# JOB p �I.Z I Reviewed No Exceptions C s Rejected �0 2 Reviewed Exceptions Noted C 5 wtben mulct ey [i 3 Revise&Resubmit R35120tlt414fA S...Ksedo r.]rx{.neal pnftlnna, webthepinto,reOw'e,en,,,na�,l�n S FL,�,�, % sonseteneswtdt the project .htres &teOforrtchth Co ryta. OORn's 4'or c.e..yewrt INT r!{tte ore 715Ck .•• • ++marMors POTp{pn{,n0 en{fP wneT ye(gnnlftP6rbpp„f O4 rP;pmplpnOlwM allry 1• t•xw:1`/!jy'CPIre,00cuntmts.sre forthe sate ane successful constr ta.ncome t r� \ �`_+uhOf eft!Wit.The NyKr tl0e{not et Megr an ^Cans,mlthOcs,mcre.Otee eCOuen[[s,antl]Oery00nf of the=manner..enemy. .nceentel theme%Mcd art the wefKt•premiums,et Megrims K� reevveaegpt the eanncmr. •r / • S • i Date LJ d_-..;32/..../ 0 • +A ALEX• D GRACE CONSULTING,INC. + • "it*�� S* * + ' Checked by: �, •+ • i s * . • S 6 la,❑•e: 7' • 3 ..41 .. a r 11 •r�t. • 4l� g S,f �'N ' '... �, • ,E„a,rn tis°. This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 06/13/2018 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 6/13/2018 3:18:56 PM Job Number. 549218A Ply: 1 SEQN:870026 /T18 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1349.33863 Truss Label: Fl JB / DF 06/13/2018 F 12'4"12I- 2 4 12I 14 3"2 1 24'9"2 12'4"12 1'10 6 10's" 2'6"—H I 1'4"8 1 ,6.q, (TYP) !`°1 F—2'6"12- -I--2'6"12 I 2'6"12--I H--2'6"12--I--2'6"12--{ W=3X4 =4X6 4 =4X4[6] 3X6 =3X3 =3X6 =3X3 =3X3 =3X6 =4X4 4X6 A B C D E F G H I J K L M 1_,@ ri \ / \,/:\ / \ A\ 41\ / \ /..\,7\ / 1 ADACnAB AA Z Y X W V U T S R Q P 0 N 1113- =4X6 1114X4 3X4 =3X3 =3X3 =3X3 =3X3[23] w4X4 =4X6 T.:1 / W=H0310 2476 24'9"2 - ---- Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.349 G 820 360 AC 2088 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.855 G 490 240 N 880 /- /- /- /- /7.6 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 A - - AC Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.086 A - - N Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings AC&N are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.993 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.886 Members not listed have forces less than 375# Spacing: 16.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.505 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 408 -7 G-H 0 -3645 Wind Duration:NA WAVE,HS VIEW Ver.17.02.02A.1213.21 B-C 192 -579 H-I 0 -3436 Lumber C-D 0 -1849 I-J 0 -3436 D-E 0 -2816 J-K 0 -2886 Top chord 4x2 SP#2 E-F 0 -3392 K-L 0 -1958 Bot chord 4x2 SP#2:82 4x2 SP SS Dense: F-G 0 -3641 L-M 0 -712 Webs 4x2 SP#3 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table AC-AB 43 -382 V-U 3602 0 AB-AA 1290 0 U-T 3645 0 JT Plate Chord JT Plate Chord AA-Z 2412 0 T-S 3642 0 No Size Shift Bite No Size Shift Bite [6] W4X4 1.75 L 1.25 [23] W3X3 1.75 R 1.25 Z-Y 24120 R-R 3236 0 Y-X 3184 184 0 R-Q 2502 0 Purlins X-W 3184 0 Q-P 2502 0 W-V 3602 0 P-O 1421 0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: ,��4Apr Maximum Web Forces Per Plylbs Chord Spacing(in oc) Start(ft) End(ft) fini. Fj{j• "ib ( ) TC 75 0.12 24.76 �`� � Webs Tens.Comp. Webs Tens. Comp. BC 120 0.00 24.51 ••'••• A-AC17 -1163 H-S 80 -498 Apply purlins to any chords above or below fillers Se; • •at 24' OC unless shown otherwise above. 4 • AC-B 0 -940 S-J 389 0 • B-AB 1026 0 J-R 0 -519 Additional Notes b • Q •; •648 : AB-C 0 -1069 R-K 556 0 +2x6 continuous strongback.See detail ' • •' -AA 849 0 K-P 0 -788 STRBRIBR1014 for bracing and bridging i * : / * ; * _ AA-D 0 -832 P-L 798 0 recommendations. : • D-Y 601 0 L-O 0 -1054 $ w ! y'r: Y-E 0 -562 O-M 1061 0 This truss spaced @ 16.0"oc supports additional „o . �1T� concentrated load at left end from 10.00'stud wall P• • t� •[(` F-U 459 -259 M-N 0 -860 (13.75 PSF)supporting 35-0-0 roof spans with 2-0-0 sy a •. !P/ ^ ,Q T'�•• V �Z' overhang.Roof load:20.00 psf LL and 17.00 psf DL. ryy �',5*'•..L V R .••�,� � 40. Truss must be installed as shown with top chord up. ♦��'yy ••�• *•• .,\ #0 278 %'49„1/O NAt�"'� kftwnw+un " 06/13/2018 **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 bractn installed 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN MN truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this dr w ,,,M ing or cover page.. 6750 Forum Drive listing this drawing indicates acceptance of oroTessionar 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: 549218A Ply: 1 SEQN:870060 /T1 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1349.35600 Truss Label: F2 JB / DF 06/13/2018 I- 12'4°12I 14'3„2 I 241" H 12'4"12 110 6 9'9"14 P,.`21 1'4"8 I -'- 19"14H I—2'6"--I--2'6"12--I—2'6"12—{—2'6"12--I I—2,6"12 I 2'6"12 -I (TYP) 3X3 3X4 2X4 =3X3 3X4= =3X3 =3X4 1112X4 -W 3X3 =3X3 =3X4 =3X3 3X4 A B C D E F G HI J K L M Ze Willr Wilr \- .W W \ / Vn 1 /// / // / ..---------_-----_-----:>N ADAC AB M Z Y X W V U T S R Q P O 1112X4 =3X3 =3X3 1112X4 =3X3 =3X3 1112X4 =3X3 1112X4 ---3X3 =3X3 1112X4 --- 3X3 1112X4 3X3 =W=3X4 =3X3 I- 24'1" I Loading Criteria(psf) 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 Ioc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 E 999 360 AD*109 /- /- /- /- /289 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 E 999 240 AD Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 AC - - Bearing AD is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 AC - - 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: 0.390 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.076 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.044 Loc.from endwall:NA FT/RT/PT:12(0)/10(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 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 120 0.25 24.08 BC 120 0.25 23.83 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. Additional Notes Truss must be installed as shown with top chord up. IMIIIIV00 511S atilty • V 111 , NJ • o. ; .648 .' fr _ * • t, ,� • ATE + cz .IA��.�•..t OR1pp``.' �' #0 278, cl 9°1E S/4Oyip A •�N►'` 06/13/2018 '"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)fsafely practices prior to performing these functions. Installers shall provide temporary bracingper BCS1.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 bracing installed per BCI 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 Building Components Group Inc.shall not be responsible for any deviation from this drawin�any failure to build the AN ITV COWAN? truss in conformance with ANSI/FPI 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 proTessionaf engineering responsibility solely for the design shown. The suitability Suite 305 and use of this drawing for any sructure is the responsibility of the Building Designer per ANSI/TPI 1 Ssc.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.cor ;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Orlando FL,32821 Job Number: 549218A Ply: 1 SEQN:870022 /T20 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1349.38273 Truss Label: F3 JB / DF 06/13/2018 710'8I _I 9'10"8 I 17'9" H 7'10"8 2' 7'10"8 pl 2'6" 2'6"12 2'5"4 { -2'5"4 -I 2'6"12--H (TYP) W=3X4 4X4[1] =4X4 —3X6 ==-3X3 3X3 =3X6 =4X4 =4X6 A B C D E F G H I T3-8 0 ..,io \v/ \/ \./r/PA\• 62 U TS R Q P 0 N M L K Jr =4X6 =4X4 =3X3 =3X3 =4X4 4X6 W=3X4 i 179" A Loading Criteria(psf) Wind Criteria E Snow Criteria(Pg,Pf in PSF) DeFl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.200 P 999 360 V 964 /- /- /- /- /7.1 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.381 E 763 240 J 976 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 B - - V Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.048 B - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings V&J are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.973 TPI Std: 2014 Max BC CSI: 0.499 Members not listed have forces less than 375# 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: 0.540 Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -762 E-F 0 -2947 Wind Duration:NA WAVE VIEW Ver.17.02.02A.1213.21 B-C 0 -2004 F-G 0 -2744 Lumber C-D 0 -2744 G-H 0 -2002 D-E 0 -2744 H-I 0 -759 Top chord 4x2 SP#2 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes U-T 1512 0 P-O 2947 0 All plates are 2X4 except as noted. T-S 1512 0 0-N 2946 0 Plate Shift Table S-R 2492 0 N-M 2492 0 R-Q 2492 0 M-L 2492 0 JT Plate Chord JT Plate Chord Q-P 2946 0 L-K 1510 0 No Size Shift Bite No Size Shift Bite [1] W4X4 1.25 L 1.25 Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins RytfRtt A-V 0 -903 F-N 18 -536 to laterally brace chords as follows: �+ Ntyy A-U 1134 0 N-G 424 0 Chord Spacing(in oc) Start(ft) End(ft) 1�J F/4�41,f4t U-B 0-1115 G-L 0 -709 TC 12088 0.25 17.75 50 A� ••.nl:**•• "•! �4y4• B-S 731 0 L-H 732 0 BC 0.25 17.50 fl +.•* nrS •.•2 S-C 0 -708 H-K 0 -1117 Apply purlins to any chords above or below fillers ,+ ��� ' ' '• y C-Q 424 0 K-I 1132 0 at 24"OC unless shown otherwise above. 4 ss Q-E 18 -535 I-J 0 -950 Deflection Z ; O ; *648 • i • I Max JT VERT DEFL:LL:0.20"DL:0.22".See detail DEFLCAMB1014 for camber recommendations. i * s /* M Additional Notes S .* 9,1 ATE I •,�'� +2x6 continuous strongback.See detail 4. . ."1'44 fi STRBRIBR1014 for bracing and bridging (%, •. /C� \' 'r. �r recommendations. r'4r.4...••••.,0 ..... •• \`��` Truss must be installed as shown with top chord up. 1',,,,68/r)A, 1 '� ys #0 278 f°JJ�'d fwntawt 06/13/2018 **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)Nor 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 forpermanent lateral restraint of webs shall have bracinci 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 Join Details, unless noted otherwise. V Refer toALPINE 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 any failure to build the µ„w 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 Dro-tessionar engineering responsibility solely for the design shown. The suitability Suite os and use of this gnawing 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. 549218A Ply: 1 SEQN:870066 /T15 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 11 FROM:RCT DrwNo: 164.18.1349.40137 Truss Label: F4 JB / DF 06/13/2018 F 9'10"8 � 11'10"8� 19'9" 9'10"8 2' 7'10"8 1---2'0"5--!--2'612--I--2'6"12--{--2'4"3—{ I—2'5"4 I 2'6"12 1 2'6"--H (TYP) W=3X4 A 8[2] 1117XX6 =4X6 =4XX6 DE 1113X4[15][15) 1113X3[118][18] 3X4= =3X4 4X6 T a-e - 1 _ T2 cp _. \/ \ / \ / _ \ / !..\. /_\ / \ j_ 3;8 B2 Y X V UT S R Q P 0 N M L K =6X8 =4X6 =4X6 =4X4 IlI3X4 1113X3[19][19] 3X4 =4X4[24] 1114X4 =W=3X4 1--1'1 1"8 A- 1T9"8 i H 19'9" 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# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.161 G 999 360 W 3136 i_ i_ /. i_ /7.6 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.418 G 820 240 K 853 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.030 A - - W Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.060 A - - K Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height:NA ft TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Bearings W&K are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.939 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.989 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.873 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1833 0 F-G 634 -2177 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 2432 -296 G-H 326 -2169 Lumber C-D 1681 -862 H-I 69 -1671 D-E 1026 -1811 I-J 0 -646 Top chord 4x2 SP M-31 :T2 4x2 SP SS Dense: E-F 1026 -1811 Bot chord 4x2 SP M-31 :B2 4x2 SP SS Dense: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. X-W 0 -2732 R-Q 2169 -649 Plate Shift Table W-V 0 -2732 Q-P 2177 -634 V-U 601 -2041 P-0 2183 -622 JT Plate Chord JT Plate Chord U-T 601 -2041 0-N 2045 -154 No Size Shift Bite No Size Shift Bite [2] W5X8 0 1.50 [15] W3X4 1.25 R 1.25 T- 1429 -1346 N-M 2045 R -54 S- 14 R 118] W3X3 1.25 L 1.25 [19] W3X3 1.25 R 1.25 1429 -1346 M-L 1285 [24] W4X4 2.50 R 1.25 Maximum Web Forces Per Ply(lbs) Puriins tiftllino Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins �. A S ��,�14iiiy A-X 0 -2592 F-Q 503 -14 to laterally brace chords as follows: �J'• X-B 1833 0 P-G 43 -454 Chord Spacing(in oc) Start(ft) End(ft) •*•• "r.,7/4614. TC 120 0.13 19.75 {�® ••\•,�y ,S$****' B-W 0 -2687 G-O 563 -232 BC 120 0.13 19.50 @ `+ 0` '/ ♦ % B-V 1199 0 H-M 123 -542 Apply purlins to any chords above or below fillers . • V-C 0 -1387 M-I 575 -82 at 24"OC unless shown otherwise above. : O 648 ;, C-T 1052 0 I-L 24 -949 j • i T-D 0 -1000 L-J 965 0 Additional Notes + j /* ; .* + D-R 797 0 J-K 0 -828 +2x6 continuous strongback.See detail $ * * i : R-F 0 -1069 STRBRIBR1014 for bracing and bridging y�`ATE recommendations. .40; : • Job Number: 549218A 'Ply: 1 SEQN:870069 /T21 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 9 FROM:RCT DrwNo: 164.18.1349.43240 Truss Label: F5 JB / DF 06/13/2018 9'10"8 i 11'10"8, 19'9" 4- 9'10"8 2' 7'10"8 r i--2'6" I 2'6"12--{--2'6"12--I- 110"8 H I----2'5"4 I 2'6"12---I (TYP) W=3X4 ---4X6 -=4X6 =3X6 D =3X3 =3X3 =3X3 =3X6 =4X6 =4X6[23] co hz \ Ak / \ / i \ / \ /-\ / \ir X W V U T S R Q P 0 N M L K - 4X6[3] =4X4[5] =3X3[10] 3X3 3X4 =4X4[20] - 4X6[22] =W=H0310 r 199 'A 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 L/defl L/# Loc_ R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.306 F 754 360 X 1074 /- /- /- /- /7.1 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.549 F 583 240 K 1086 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 B - - X Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.068 B - - K Min Brg Width Req= 1.5 Mean Height:NA ft Bearings X&K are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 9 9 Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.994 TPI Std: 2014 Max BC CSI: 0.810 Members not listed have forces less than 375# 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: 0.610 Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -861 F-G 0 -3628 Wind Duration:NA WAVE,HS VIEW Ver:17.02.02A.1213.21 B-C 0 -2303 G-H 0 -3260 Lumber C-D 0 -3251 H-I 0 -2299 D-E 0 -3251 I-J 0 -859 Top chord 4x2 SP#2:T2 4x2 SP SS Dense: E-F 0 -3649 Bot chord 4x2 SP#2:B2 4x2 SP SS Dense: Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. W-V 1712 0 0-P 3628 0 Plate Shift Table V-U 2896 0 P-0 3622 0 U-T 2896 0 0-N 2888 0 JT Plate Chord JT Plate Chord T-S 2896 0 N-M 2888 0 No Size Shift Bite No Size Shift Bite S-R 3568 0 M-L 1711 0 [3] W4X6 3.25 L 1.25 [5] W4X4 2.25 L 1.25 [10] W3X3 1.75 L 1.25 [20] W4X4 2.25 R 1.25 R-Q 3635 0 [22] W4X6 3.25 R 1.25 [23] W4X6 2.75 R 1.25 Maximum Web Forces Per Ply(lbs) Purlins tfltlfttflp Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels or rigid ceiling use purlins a RS F)r`� %, A-X 0 -1007 G-0 0 -743 to laterally brace chords c) follows: ,m`��tiJ"` ;••C/1 f6G�- A-W 1282 0 O-H 584 0 Chord Spacing(in oc) Start(ft) End(ft) *+**- f- •'••� q W-B 0 -1264 H-M 0 -854 TC 82 0.25 19.75 [� • , s�®+ s BC 120 0.25 19.50 3 � .� �/ • B-V 879 0 M-I 874 0 Apply purlins to any chords above or below fillers • • V-C 0 -859 -L 0 -1267 at 24"OC unless shown otherwise above. +' ; C-S 514 0 L-J 1280 0 O. • � S-E 0 -471 J-K 0 -1059 Deflection 2 * ; : * + Max JT VERT DEFL:LL:0.31"DL:0.30".See detail ; • - •DEFLCAMB1014 for camber recommendations. "s c z.0 y'ATE •• : (t Additional Notes � °•°. /� Q�+�o ke .,,� +2x6 continuous strongback.See detail 11,�A •.* 4-Q R\ °•• • ",,t STRBRIBR1014 for bracing and bridging }!,, r_c+5,'•A/A••'� 1� recommendations. #0 278 �i rY Ht 104 Truss must be installed as shown with top chord up. 4Nitit1t?WN1 t06 06/13/2018 **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)for ter 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. 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN„ Cpm,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawingw or cover page.. 6750 Forum Drive listing this drawing,indicates acceptance of prooesslonar engineering responsibility solely for the design shown. The su!ability and use of this dawing 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.corn;ICC: www.iccsafe.org Job Number: 549218A Ply: 1 SEQN:869985 /T7 SY42 Cust:R9353 JRef: 1 WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD DUVAL Qty 1 FROM:RCT DrwNo: 164.18.1349.45330 Truss Label: F6 JB / DF 06/13/2018 i1.3"4, 19 9 { 13"4I 18'5"12 � �21'4"H (TYP) 3XX3 =W==3X4 _ R -F 'L L71\„ ' io ,_ i _ , F. ti i I I il , i - - AJ Al AE 3X3 =W=3X4 F— 19'9" { 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# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 R 999 360 S' 109 /- /- /- /- /236 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 R 999 240 S Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing AJ is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 B - - 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: 0.020 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 Loc.from endwall:NA FT/RT/PT:20(0)/10(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 ltfllflur to laterally brace chords as follows: tty Chord Spacing(in oc) Start(ft) End(ft) ti (�5 F ��f�i�� TC 120 0.25 19.75 40,0135S � •..�: -1 ryN BC 120 0.25 19.50 ,�••• ••••• 'iA/YY,, Apply purlins to any chords above or below fillers 1� r' s '.w,. at 24"OC unless shown otherwise above. 3 4� �i + P+ • • Additional Notes •: ; See detail STRBRIBR1014 for bracing and bridging i J recommendations. a * i j // • * -• Truss must be installed as shown with top chord up. 1, J�4T'y ; r' S , §- ATE I 84. �Al , ao27s �„S`S/ONAI-%\'`' -.41,,, 06/13/2018 ""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)Mr 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 bottomchord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall hav bracing installed per BCSI sections B3,B7 or B10 as applicalfle. 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 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 µ,rwPCp, . 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 oroTessionar engineering responsibility solely for the design shown. The sui ability and use of this dawing 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.sbondustry.com;ICC: www.iccsafe.org Job Number: 549218A I Ply: 1 SEQN:870084 /T8 SY42 Gust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL i Qty: 1 FROM:RCT DrwNo: 164.18.1349.46943 Truss Label: F7 JB / DF 06/13/2018 1 1'3"4I 1518 1'3"4 13'10"4 I— 1012 I—1'4"H "—I (TYP) A =3M3 - i t 3"8 i0 U M P 3X3 15'1"8 - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.001 M 999 360 0* 226 /- /- /- /- /181 BCLL: 0.00 Enclosure:NA Lu NA Cs:NA VERT(TL): 0.001 M 999 240 0 Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 M - - Bearing M is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 M - - Mean Height NA ft Code/Misc Criteria CreepFactor:2.0 Members not listed have forces less than 375# NCBCLL:10.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.239 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: 0.071 Loc.from endwall:NA FT/RT/PT:20(0)/10(2)14(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: 1p► Chord Spacing(in oc) Start(ft) End(ft) s` AS` F 'y: TC 120 0.00 14.88 8 1� y'' Apply purlins to any chords above or belowteraC 120 0.25 lly ��:'••e • �Se•'•f//, at 24"OC unless shown otherwise above. • • • Additional Notes O ;(• V • , Provide for complete drainage of roof. I a Truss must be installed as shown with top chord up. j * i ;/ • z i, p:, ATE • t);" #o 278 //O"1 ` NA1-100 06/13/2018 "'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 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 83,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 LPA drawings 160A-Z for standard plate positions. Alpine,a division of ITW Butrilding_q omponents Group Inc.shall not be responsible for any deviation from this drawin an failure to build the NE truss in conformance with ANSI/T 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 roTessronar engineering responsibillty solely for the desi n shown. The suitability Suite 305 and use of this awing for any structure is thepresponsibility 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: 549218A Ply: 1 SEQN:870072 /T10 SY42 Gust:R9353 JRef: 1 WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 19 FROM:RCT DrwNo: 164.18.1349.49293 Truss Label: F8 JB / DF 06/13/2018 6'8"12FI 8'8"12 I 15'5"8 H 6'8"12 2' 6'8"12 rii i- 2'6" —1 H 1'4"4 H H 1'4"4 H (TYP) -A 6 =364= 3X3 _3X3 3X3_X = X 3X3 2X4 4 TIII 3�,8 io LI i \./ \,/. ,/ \ /V R II 31 r 1112X45 =4X4[3] =3X3[5] P III 2X4 1112X4 NM =3X3[14] =4X4[16] 1112X4 3X3 =3X3 A- 15'5"8 A Loading Criteria(psi) 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# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.136 N 999 360 S 850 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.271 E 929 240 J 838 /- /- /- /- /7.1 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.026 K - - S Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.037 B - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings S&J are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.982 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.898 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.460 Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0 -648 E-F 0 -2105 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0 -1656 F-G 0 -1657 Lumber C-D 0 -2105 G-H 0 -649 D-E 0 -2202 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. Plate Shift Table R-O 1284 0 N-M 2202 0 JT Plate Chord JT Plate Chord 0-P 2004 0 M-L 2004 0 No Size Shift Bite No Size Shift Bite [3] W4X4 2.50 L 1.25 [5] W3X3 1.75 L 1.25 O-N P- 2202 0 L-K 1286 0 N 2202 0 [14] W3X3 1.75 R 1.25 [16] W4X4 2.50 R 1.25 Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp. to laterally brace chords as follows: A-S 0 -842 E-M 65 -450 Chord Spacing(in oc) Start(ft) End(ft) A-R 967 0 F-L 0 -516 TC 99 0.00 15.21 fRglfWl BC 120 0.25 15.21 t (�S FL h�1jt4rifi B-Q 553 �0 G-K 0 -946 Apply purlins to any chords above or below fillers {�\„f'»7 +�' q at 24"OC unless shown otherwise above. O�t? ��, ,.���{,� Q-C 0 -517 K-H 966 0 `0.;r, S�.� ... P-D 64 -450 H-J 0 -784 Additional Notes Q �• 1f•� '. Iti. +2x6 continuous strongback.See detail I. • STRBRIBR1014 for bracing and bridging • recommendations. a' : d8 + Truss must be installed as shown with top chord up. I * ; / I via It „0 §1/ATE 'rt / % f '',,tic'` e•. 0R�,, ,..** \N*ams #0 278 „;1/4 O N A\-. .. v vo 06/13/2018 "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 andSBCA)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 progpeeny attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCI 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. Kefer 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,installation and bracing of trussesA seal on this drawing or cover page,• 6750 Forum Drive listing this drawing indicates acceptance of rooessronat en ineerina 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/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: 549218A Ply: 1 SEAN:869997 /T5 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1349.51193 Truss Label: F9 JB / DF 06/13/2018 '{ 2'6" I- 2'6°12 I 2'6"12 I 2'6"12 I 2'6"6— — (NP) =-5X8[15) =3X4 =3X63 3X4= -=3X3 =3X6 F4 T _ 3-8io /-- --I \/ \/-\/.\ /1 3'88 1112X4 0 N M L K J I - ----2X4 ' '3X3 =3X3 1112X4 ----3X3 =3X3[10] 1112X4 =5X5[13] 1112X4 i 12'8"10 16 H F 13'2"10 Loading Criteria(psf) 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 U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.037 F 224 360 P* 225 /- /- /- /- /145 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.101 F 130 240 I 440 /- /- /- /- /7.6 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 F - - K /128 Des Ld: 55.00 EXP:NA HORZ(TL): 0.014 F - - P Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.5 TCDL:NA psf Bearings P&I are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.986 gg Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.910 Members not listed have forces less than 375# Spacing:24.0" CBC Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.545 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 D-E 746 0 E-F 1590 0 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs4x2SP#3 L-K 8 -509 J-I 0 -1078 Plate Shift Table K-J 0-1078 JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite [10] W3X3 1.75 R 1.25 [13] W5X5 3.00 R 1.25 Webs Tens.Comp. Webs Tens. Comp. [15) W5X8 0 1.50 D-K 0 -447 E-I 0 -769 PurlinsK-E 520 -11 I-F 0 -2274 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 120 0.00 13.09 pf!'Ittr BC 120 0.25 13.09AC eft/ at 2ly OC usto es y chords f above or below fillers A! ' at 24"OC unless shown otherwise above.Additional Notes aSF•• ` • See detail STRBRIBR1014 for bracing and bridging recommendations. O ' *848 This truss spaced©24.0"oc supports additional i i concentrated load at right end from 10.00'stud wall '* ; / * : * e (13.75 PSF)supporting 35-0-0 roof spans with 2-0-0 • overhang.Roof load:20.00 psf LL and 17.00 psf DL. z " ATE • • • . cc ii Truss must be installed as shown with top chord up. x...0 •'Obp C �"`4 #0 28ONAt a ' 06/13/2018 '"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)fr safetyPpractices 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 forpermanent lateral restraint of webs shall have bracingq insailed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face.of truss and 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 Building_Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the u,,,,�,C",,,,,,,, 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 prooesstonaf 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 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. 549218A Ply: 1 SEAN:870088 /T12 SY42 Gust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1349.52883 Truss Label: F10 I JB / DF 06/13/2018 3,, i- - 2'6" - 1'4"8 + 1r8"8 H (TYP) 7X8 -7X8 =7X8 =7X8 =7X8 A B C D E I co - N.N,,, =8 K J I H G F 1113X8 =7X8 =7X8 =7X8 -=7X8 1113X8 A 8'7" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.083 C 999 360 K 1854 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.146 C 846 240 F 1854 /- /- /- /- /3.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.009 F - - K Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.012 F - - F Min Brg Width Req= 1.5 NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Bearings K&F are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.919 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.508 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.830 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-1287 C-D 0 -2556 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 B-C 0-2785 D-E 0 -1296 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 J-I 2529 0 H-G 2537 0 Purlins I-H 2808 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_ TC103 0.00 8.58 A-K 341 -2160 D-G 0 -1755 BC 97 0.25 8.33 Apply purlins to any chords above or below fillers A-J 1726 0 G-E 1743 0 at 24"OC unless shown otherwise above. J-B 0 -1756 E-F 0 -2148 Loading Girder supports:14-0-0 span to TC one face and IIr' 2-0-0 span to TC/BC split opposite face. ur�44,. (��SAS Ft , ;1, Additional Notes O�V ••.wl:.� `• �� Truss must be installed as shown with top chord up. O +4.0%Gt. S�••, e N • ` e p • S' O. • •648 i • ; * /* ;I: * _" , 1q.• .ATE f � t 44, '4' S /�NA �N #0 278 ht 44l enartwuw`1" d 06/13/2018 "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 anSBCA)fS'rsafety ractices 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 BCI sections B3,B7 or B10, as applicable. Appy plates to each face otruss and 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 Building 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 ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this dr wing or cover pane.. 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 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. 549218A Ply: 1 SEAN:870037 /T4 SY42 Cost:R9353 JRef: 1 WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 3 FROM:RCT DrwNo: 164.18.1349.54560 Truss Label: F11 JB / DF 06/13/2018 3'412 5'4"128'9"8 3'4"12 '{– 2' I 3'4"12 –{ 3„I 2'6" I -I I----I (TYP) =33X6 —383111 C4 III2X4 33 E3 X- - 2FX4 T ir - - 3y8 l0 _ \ / \ 1 M L K J I ' H III2X4 m3X3 w3X3 =3X3 w3X3 III2X4 i 878 _ -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/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce NA VERT(LL): 0.030 C 999 360 M 484 /- /- /- /- /7.6 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.066 D 999 240 H 471 /- /- /- /- /7.1 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.008 B - - M Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.013 B - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Mean Height NA ft Code/Misc Criteria Creep Factor:2.0 Bearings M&H are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.403 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.285 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.223 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:12(0)/10(2)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -655 D-E 0 -655 Wind Duration:NA WAVE VIEW Ver:17.02.02A.1213.21 C-D 0 -659 Lumber Top chord 4x2 SP#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 SP#2 Chords Tens.Comp. Chords Tens. Comp. Webs4x2SP#3 L-K 616 0 J-I 616 0 Purlins K-J 659 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 -450 BC 99 0.25 8.54 A-L 468 0 I-F 467 0 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. L-B 0 -451 F-H 0 436 Additional Notes Truss must be installed as shown with top chord up. my tHetuyntrr��i /114:11°1"Al1/4_‘ S ' : • _a' O. 646 3 ' yATE - .�` 0 ... Pt pp44.$= ORa • .. sj NA Ea #0 278 ry�iHfqr �����t+atfs`t► d, 06/13/2018 "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) or 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 propefty attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracingp installed 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. I efer 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 pro essiona 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: 549218A Ply: 1 SEAN:870063 /T19 SY42 Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1349.56393 Truss Label: F12 JB / DF 06/13/2018 1'3"48'1"14 1'3"4 I 6'10"10 H H 1'4"-H 1'14 (TYP) A 1112X4}('*) j w 3X3 T J U /, --'-311 1f I 1 Ii K 1112X4(**) =3X3 8'1"14 -_ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R i U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 H 999 360 J* 108 /- /- /- /- /97.9 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 H 999 240 J Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 H - - Bearing Q is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.000 H - - 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: 0.093 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.020 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 Loc.from endwall:NA FT/RT/PT:20(0)/10(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. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. minsiiiii Purlins �S Fr f'•4.4, In lieu of structural panels or rigid ceiling use purlins ,` �7 (� �� to laterally brace chords as follows: �7�s•"``"'•, f/�j Chord Spacing(in oc) Start(ft) End(ft) �bP 0 Sea+'. $ TC 95 0.00 7.91 v @ BC 92 0.25 7.91 . • Apply purlins to any chords above or below fillers Q ;t•6481 L at 24"OC unless shown otherwise above. x y ' �* , 7�t Z. Additional Notes i * i Truss must be installed as shown with top chord up. ;' *ATE • i cc.+ e (4,,�.fiC O ff,.0.01 •�`�,t: #0278"44 /ONA �S ? 06/13/2018 *"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)far 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 bracin insalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE 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 truss in conformance with ANSI/7P11,or for handling,shipping,installation and bracing of trussesA seal on this dr�wirig or cover page6750 Forum Drive listing this drawing indicates acceptance of pro-fessiona 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 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: 549218A Ply: 2 SEQN:870117 /T2 HIPS Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 1 FROM:RCT DrwNo: 164.18.1349.58753 Truss Label: A13 2-PLY JB / DF 06/13/2018 - - 1 5 5 2 Complete Trusses Required 5'9" I 11'2"6 I 16'6" + 21'9"10 i 27'3" I 33' I5'9" 5'5"6 5'3"10 5'3"10 5'5"6 5'9" 5 12 _5X6 _3XX4 T2 =7X6(") -3X4 T3 =5X6 DE G T 03X4 3X4 N TB ( 6) H =3X4(C6) 1 y, i o- ' - 3) (C6) N 112X4M =7X6(") =3L X8K =7X6('•) J 2X4 =3X6(1 ) r ♦ 31'11"8 I„1 5'7"4 5'3"10 57"2 57"2 5'3"10 57"4 5'7"4 I 10'10"14 I 16,6" I 22,1"2 ' 27'4"12 I 33' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria 1 ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.227 E 999 360 A 2241 /724 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.627 E 889 240 I 2218 /717 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.039 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:D -_ HORZ(TL): 0.073 C - - A Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:0.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 I Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.998 Bearings A&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.929 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:No Max Web CSI: 0.552 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT/PT:20(0)/10(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 292 -1061 E-F 1164 -3613 Lumber Loading B-C 674 -2087 F-G 1033 -3207 C-D 1025 -3184 G-H 696 -2155 Top chord 2x4 SP#2:T2,T3 2x6 SP#2: #1 hip supports 5-9-0 jacks with no webs. D-E 1164 -3613 H-I 285 -1053 Bot chord 2x6 SP#2 Webs 2x4 SP#3 Wind :Lt Slider 2x6 SP#2:BLOCK LENGTH= 2.200' Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x6 SP#2:BLOCK LENGTH= 2.200' Chords Tens.Comp. Chords Tens. Comp. Left and right cantilevers are exposed to wind Nailnote A-N 1890 -608 L-K 3263 -1060 Nail Schedule:0.131"x3",min.nails N-M 1884 -609 K-J 1951 -631 M-L 3242 -1054 J-I 1959 -631 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. (1)1/2"bolts MAY BE USED FOR A-B 405 -1069 L-F 387 -115 (2)0.131"x3",min.nails ON C-M 1450 -464 F-K 246 -500 THE BOTTOM CHORD ONLY. ttnitntftiof„gr!' M-LD 252 -526 K-G 1400 --4447 e t 7 Plating Notes O�>��v�.,F�/�,f f • . :I (")3 plate(s)require special positioning.Refer to +•••' �'y scaled plate plot details for special positioning cK7( • + • requirements. L� Purlins Z 0 •'t•648 I In lieu of structural panels or rigid ceiling use purlins = „ / to laterally brace chords as follows: * ; 1* ; * _ Chord Spacing(in oc) Start(ft) End(ft) F • i TC 59 0.00 5.75 • + TC 64 5.75 27.25 s ATE • ••4.1 c'- TC 61 27.25 33.00 +� 4 fif IP''++. rr� BC 120 0.00 33.00 'ridgq.1•`•♦• L OR\�•**N'.. ` Apply purlins to any chords above or below fillers �'4�t`' •/''••�•*s••�a13 at 24"OC unless shown otherwise above. #0 278 6'S/4,.. t d 414mttainAlt t 06/13/2018 ""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)f8safety 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 propeffy attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing 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. 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 drawingQ 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 roTesstonar engineering responsibility solely for the design shown. The suit-ability and use of this gnawing for any structure is the responsibiliW of the Building Designer per ANSI/TPI 1 Sec.2. Suite 305 For more information see thisjob'sgeneral notes page and these web sites: ALPINE: www.al ineitw.com;TPI: www. inst.or SBCA: www.sbcindus Orlando FL,32821 p g p W g; try.com;ICC: www.iccsafe.org • Job Number: 549218A Ply: 1 SEQN:870113 /T33 EJAC Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL pry: 12 FROM:RCT DrwNo: 164.18.1350.00790 Truss Label: EJ14 JB / DF 06/13/2018 B 12 til 5 � N N III A6('*) q • oil C 5,9" 5'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria 1♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.008 C 999 360 D 249 /42 /162 /- /102 /3.5 BCLL: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL):-0.035 C 999 240 C 92 /- /46 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.005 B - - B 143 /110 /78 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.014 B - - Wind reactions based on MWFRS M NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:2.0 D Min Brg Width Req= 1.5 TCDL:4.0 psf C Min Brg Width Req= Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.626 - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.310 B Min Brg Width Req= RepFactors Used:Yes Max Web CSI: 0.000 Bearing D is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 4.50 ft FT/RT/PT:20(0)/10(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 Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 5.75 BC 69 0.00 5.75 Apply purlins to any chords above or below fillers tltNlfttri at 24' OC unless shown otherwise above. �- ItitII% Wind `` /aa•CCCr f i Wind loads based on MWFRS with additional C&C ++ \0 S4,'.**ill .y, member design. •+ \‘,/ c '{�4 Left cantilever is exposed to wind 4 ; • o. 648 • * ; !* : ' = •,§t ATE i #0 278"I•,4` 6110 NAL��,re�1' �`''"Lnrthali ttlttly 06/13/2018 ""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)ter 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 have bradn installed per BCSI sections 63,B7 or 610, as applicable. AppTy plates 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 Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN ITW rte,. 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 roTesslonar 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 general notes image 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: 549218A Ply: 1 SEQN:870116 /T3 HIP_ Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD DUVAL CTY(BOSCO)1551 OCEAN BLVD DUVAL Qty: 2 FROM:RCT DrwNo: 164.18.1350.03497 Truss Label: HJ15 JB / DF 06/13/2018 3' 8'0"13 3' S'0"13 D 3.54 12 12 \\\3X4[6] 3X3(**) co B i r 3X4(') �� Ili i 1112XF E 4 =3X3 9"8 7'5"2 I 7.1 7'5"2 8'0' 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# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.029 B 999 360 A 191 /76 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.074 B 999 240 E 155 /- /5 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 D - - D 203 /128 /- /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.015 D - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 A Min Brg Width Req= 1.5 TCDL:4.0 psf E Min BrgWidth Req 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.612 = - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.336 D Min Brg Width Req= - RepFactors Used:Yes Max Web CSI: 0.759 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT/PT:20(0)/10(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-C 178 -624 Top chord 2x4 SP#2 BotchordP Maximum Bot Chord Forces Per Plylbs Webss2x4SP#33 #2 (lbs) Chords Tens.Comp. Plating Notes A-G 596 -171 (**)2 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 [6] W3X4 1.25 R 2.25 Purlins ttiftinsi In lieu of structural panels or rigid ceiling use purlins �+ Fla, to laterally brace chords as follows: dee,S"S Fl ,f'f4�' Chord Spacing(in oc) Start(ft) End(ft) c °4•••:›0 4 •.r•�•a`••••• �-r TC 28 0.79 3.00 •d`0 •S •. Ix TC 63 3.00 8.07 •+ r '•• BC 97 0.00 8.07 Apply purlins to any chords above or below fillers I e� at 24' OC unless shown otherwise above. x ; • Job Number: 549218A Ply: 1 SEQN:870114 /T17 JACK Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DiwNo: 164.18.1350.05560 Truss Label: CJ16 JB / DF 06/13/2018 12 B 5 11 NI- - 1112X6(*.) N t 1 N-• IIIIIIIIIIIIIIIgl ,III1 C F-7"4i 3'11"11 3'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.005 C 999 360 D 184 /27 /124 /- /70 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.014 C 928 240 C 56 !- /28 /- !- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.003 B - - B 99 !78 /54 /- /- /1.5 Des Ld: 37.00 a.D HORZ(TL): 0.006 B - - Wind reactions based on MWFRS Me Mean Height 15.00 ft Code/Misc Criteria CreepFactor:2.0 D Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.0 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.517 C Min Brg Width Req= - - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.239 B Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing D is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/10(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 Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 52 0.00 3.97 BC 48 0.00 3.97 Apply purlins to any chords above or below fillers at 24' OC unless shown otherwise above. IMIIns�C ��Ureire,�e Wind Vli�••,■w(i••.� f Wind loads based on MWFRS with additional C&C • • rif member design. ) 0.0,/ ���'• 111. Left cantilever is exposed to wind I • ft• 3 •• 1 T s -0TE 10: 1 A"1 n i` 1y Nte` 278e‘cp d/ he'41t1111 aiitutl,' 06/13/2018 "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)fmsafety 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 braacingA installed per BCI sections B3,B7 or B10, IAII as applicable. Appy plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer 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 drawing,any failure to build the ,N,,W,o,,,AW truss in conformance with ANSI/I- 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane 6750 Forum Drive listing this drawing,indicates acceptance of pro essiona 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 ANSIITPI 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: 549218A Ply: 1 SEQN:870115 /T14 JACK Cust:R9353 JRef: 1WbS93530002 1551 OCEAN BLVD. DUVAL CTY(BOSCO)1551 OCEAN BLVD. DUVAL Qty: 4 FROM:RCT DrwNo: 164.18.1350.09373 Truss Label: CJ17 JB / DF 06/13/2018 12 5 J B 1112X6(**) v 11T N_ 1 C 7"4 1'11"11 1'11"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 Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.003 C 999 360 D 120 /12 /87 /- /34 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.009 C 999 240 C 8 /21 /10 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 B - - B 49 /41 /27 /- /- /1.5 Des Ld: 37.00 EXP:D HORZ(TL): 0.004 B - - Wind reactions based on MWFRS Mean Height:15.00 ft D Min Br Re NCBCLL:10.00 TCDL:4.0 psf Code/Misc Criteria Creep Factor:2.0 9 Width q= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.124 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 B Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing D is a rigid surface. Loc.from endwall:Any FT/RT/PT:20(0)/10(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 Plating Notes (")1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 26 0.00 1.97 BC 24 0.00 1.97 Apply purlins to any chords above or below fillers at 24"OC unless shown otherwise above. c lflt+arprly '�V Wind ('.� S7 lFt �l(!/ Wind loads based on MWFRS with additional C&C fl��••.■f s•ee e,N\ �i • member design. � v- • Left cantilever is exposed to wind •e • I . to. :l •.• •8 i • -S* I / * 11 t * G4-0; ATE + .:�Qet�I 0 4, Pi. 0 r-:000/ #0 278-Tkav 5'/(jNAI f�C taauu ttoot 06/13/2018 "'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 ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,67 or B10, as applicable. AppTplates to each face of truss and position as shown above and on the Join'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[TV COM,u,, 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 oroessional 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. 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 STRONGBACK BRIDGING REC❑MMENDATI❑NS • - -All scab-on blocks shall be a minimum 2x4 BUTT STRONGBACK '''stress graded lumber," BRIDGING TOGETHER ` 11.-All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber," �`' / Pi� S � ►The purpose of strongback bridging is to -p• 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 TRUSSSPACING STRONGBACK BRIDGING SPLICEICEDETAIL 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 TO O mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 10d 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 oiiiiiiiiiiii 2e•x3.0•) NAILS / ' Drawing (TDD) for the bracing requirements for 0•„. ��s 1� /' / each individual truss component. 'Bridging,' IL' particularly 'strongback bridging' is a ...4 ,„ recommendation for a truss system to help control vibration. In addition to aidin in the distribution of point loads between adjacent Wittruss, strongback bridging serves to reduce STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. Up to 10'None required 10'to 20'I roe(at center of span) The performance of all floor systems are (2) 10d COMMON (0.148'x3.0') OR 20'to 30 2 roes(I at each V3 points) enhanced by the installation of strongback BOX/GUN (0.128'x3,0') NAILS AT 2x6 (MINIMUM) STRONGBACK 30'to 40 3 roes(I at each 1/4 points) TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Over 40' spate roes at to ac plots) 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)IOd BOX/GUN (0.128NAILLS. O ' bridging, refer to BCSI (Building Componentg ' �� `��/�� 4, Safety Information). Arl ly Now/ 111 . 10 w,.......,. l 410 11111, � \ i( �ite /�I 4♦.. � R..• f ♦ \/ ATTACH S 1 a • ♦ TO BOTTr • e r THIN). Se ♦• <2) B10 3' SD'i S / STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES t • oVARNBKAw.w Rewe AND FOLLOW ALL NOTES ON THIS DRAWING .. *BC„ , PSF REF STRONGBACK W2TANTsw FURNISH THIS BRAVQIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS, s : t * Trusses require extreme care In fabricating,handing,shipping,installing and bracing. Refer Pr 2"' PSF follow the latest edition of SCSI(Building[opponent Safety Information,by TPI and SBCA)for sty C Dl PSF DATE 10/01/14 — practices prior to performing these functions. Installers shalt provide temporary bracing per ISI. ^ p • 14111114 Unless a have�a properly attached rigid ceihave ling.ing. LOCGt p`[shown hed farspe structural sheathing ihae:�hi°e:ia�i o qr i ATEI ♦/De PSF DRWG STRBRIBR1014 shall have brace*Installed per SCSI sections B3,B7 or B10,as applicable. Apply plates to each c a +• — O of truss and position As shown Above And on the Joint Details,unless noted otherwise. ar .09/� • 1 ♦ PSF N Refer to drArlr*s 160A-Z far standArd plate poslUans. /lnda/�••p��O�" P"♦ `. Alpine,a dvislon of ITV Building Components Group Inc.shall not be responsible for Any deviation V • AN RW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, {l ♦••• r.:��l LN. L D. PSF Installation L bracing of trusses. V _re •...... ` Q A seal on tris drawing or cover page UsHng link drawing,b,dmtes acceptance of professional JJJ �1 /•� \\137231 Riverport\Drive ��+ iU sr.- for w lesion show.. The suitability and us•of this drawing Jy t,�I)/A)Al. G U R. FAC. 1.00 II Suite\200 it eery tw•the rvsporulsity of tie BJldr*Designer per N6VTPi 1 SecP. Jl V t M M _�,y� \\Maryland\Heights,\MO\63043 For snore Information seer this Job's general notes page and these web sites, SPACING ALPINE.•w.alphneltr.comi TPI,r s.tpinst.org,SBCA.wrwsbcindustry.rg,ICC.wwwlccsafe.or4 Nl17711'.4114,11$410011"- _ Ut)1 I it Lk)I CS Commentary: Deflection and Camber Camber may be built into trusses to compensate L = Span of' Truss (inches) for the vertical deflection that results from the D = Depth of Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits ! Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (025 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Truss maul},4 x Deflection from Live Load) + {ti`� g 1� Agesign Dead Load Deflection) The following tables are provided as guidelines for �?' limiting deflection and estimating camber. Conditions or Note: The ' ..1-•r.. i.c* + considerably less than codes may exist that require exceeding these t 1 4. . •' • • recommendations, or past experience may warrant using more stringent limitations. • O ; *648 . _ • : / , • leindARNDO3 READ..n�tT�ITIN FU THIS DRAWING TO T000W ALL A TORS INCLUDING TV DIE INSTALLERS. i �' it t • * 4. REF DEFLEC/(AMB t it Trusses require extreme core in fabricating,handing,shipping,Installing and bracing. Refer to Ind . follow the latest edition of BCSI(.fo.g Component Safety Information,by TPI and SBCA)for sof y �F ATE ±• DATE 10/01/14 proctkef prior to pwrfor p these functio.s. Installwrs shell protide tenparory bracing per BC • ATE,41111264 Unless notrtl otherwise,top chord shell have properly attached structural sheatNrq and bottom 1�� shall have o properly attached rigid ceiling. Locations shown for pernonrnt lateral restrain(of �, ' . ' .* 'V C DRWG DEFLCAMB1014 ,.[URN s� shell Mvr brachy installed per BCSI sections B3,B7 or gra IO,os applkable. Apply plates to eoch Coo01B .*` /%. i).-/ 4 I I LJ)�1\ I f truss nntl poskbn ns shown obovr and m the Joint_molls,uMess rated otherwise. I . 1 [� + ,ri l Lel�- I v defer to drawings 160A-Z Co.'standard plate poslthns. r1, �� 4.* i n R j,J .0dr�!� _a Alpine,n division of ITV Busdnp Corponents Group Inc.shall not be responsible for any deviation from **.�s;•ss d1,... V AN RW M this tlrowing.any foBure to bJltl the truss h conformance with ANSI/TPI 1,or for handing,shipping, fj� Installation I brodng of trusses. � �''y A seal on this drawing or cover page listing this drawing,Indcatrs acceptance of professional I /l) �� . \\137231 Riverport\Drive ergY eerli eresponsWlty solely for the design shown The suitability and use of this drawing y� V -a► \\Suite\200 fel'any s� Is the respansbBtty of the avdmg nwdgner par ANSLrPi t Sect. �4k/1,i4jj tt1�`' \\Maryland\Heights,\MO\63043 For more information see this Job's general notes page and these web sites. 06/13/2018 ALPINE.ww..nlpA.lot. tw.conm TPI. ..tpinsorgl SBCA.www.sbclndustry.org)ICP ww.Jccsofe.org #(1 77R