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395 12TH ST - TRUSS OFFICE COPY Alpine, an ITW Company 2400 Lake Orange Dr..Suite 150 Orlando,FL 32837 ALPINE. Phone:(800)755-6001 alpineitw.corn Site Information: Customer: Seminole Trusses,Inc. Job Number. 644298a JobDescription: DUSTIN BROWN Address: 395 12TH ST 7 City,State,Zip: ATLANTIC BEACH,FL Name, Address and License#of Structural EOR if one exists for the building: ame: License#: State: Address: City,State,Zip: Job Engineering Criteria: Design Code: FBC 2014 RES Design View Version: 15.01.01.0611.00 JRef#: 1VQL8570001 Wind Standard ASCE 7-10 Wind Speed(mph): 130 Roof Load(psf): 25.00-5.00-0.00- Floor Load(psf): None 10.00 This package contains a job notes page, 38 truss drawings and 4 details. ' Item Seal# Truss Item Seal# Truss 1 133.16.0845.26833 Al 57'6"Common 2 133.16.0845.39383 A2 57'6"Common 3 133.16.0845.41343 A3 47'6"Common 4 133.16.0845.43200 A4 57'6"Common 5 133.16.0845.45327 A5 35'Common 6 133.16.0845.49227 B1 30'Common 7 133.16.0845.52477 B2 29'10"Common 8 133.16.0845.54230 B3 29'10"Common 9 133.16.0845.55747 Cl 2078 Common 10 133.16.0845.57283 C2 207"8 Common 11 133.16.0845.59270 C3-G 20'2"8 Gable 12 133.16.0846.08783 D1-SG 21'78 Gable 13 133.16.0846.10373 D2 21'7"8 Common 14 133.16.0846.11837 D3 217"8 Mono Hip 15 133.16.0846.13270 D4 217"8 Mono Hip 16 133.16.0846.14720 D5 19'5"Mono Hip 17 133.16.0846.20263 6-SG 19'5"Mono Hip 18 133.16.0846.21817 El 156"Common . 19 133.16.0846.23130 E2 15'4"Common 20 133.16.0846.24487 E3 154"Common 21 133.16.0846.25750 E4 15'4"Common 22 133.16.0846.27100 E5 154"Common 23 133.16.0846.28380 E6 15'4"Common 24 133.16.0846.29850 E7 15'4"Common 25 133.16.0846.31473 E8 15'4"Common 26 133.16.0846.33200 G1-G 14'Gable 27 133.16.0846.34617 G2 14'Common 28 133.16.0846.36270 G3 14'Common 29 133.16.0846.50770 H1 10'7"Common 30 133.16.0847.06137 B1 1310"6 Common 31 133.16.0847.15887 82 1310"6 Common 32 133.16.0847.22763 PB3 7'Common 33 133.16.0852.25450 PB4 875 Common 34 133.16.0852.29010 PB5 8'3"5 Common 35 133.16.0852.32457 PB6 6'0"13 Mono 36 133.16.085 . PB7 6'0"13,Mcr c.'710 / .• ••..1!.-.i.1, 4 $'11.,�>\,AGE` S ..-.0 I `A Y 0.748.1 SAT = 0 ii F V 11 •• ' Orr allir IIL OA gq .11 -%. '.."4<'40= ------------- >s 011:),V 14 4411,16.00111110"-'''' This document has been electronically signed and sealed using a Digital Signature.Printed 16 05/12/2016 copies without an original signature must be verified using the original electronic version. Florida Certificate of Product Approval#FL1999 ! ' Printed 5/12/2016 9:49:55 AM Alpine, an ITW Company 2400 Lake Orange Dr.,Suite 150 Orlando,FL 32837 ALPINE PPo���m755-6001 aliSite Information: Customer. Seminole Trusses,Inc. Job Number B44298a JobDescription: DUSTIN BROWN Address: 395 12TH ST City,State,Zip: ATLANTIC BEACH,FL Item Seal* Truss Item Seal* Truss 37 133.16.0852.38447 PB8 6'0"13 Mono Hip 38 133.16.0852.42660 PB9 6'0"13 Mono Hip 0 0 I 1 0 0 µtutnnliso, 0.708.1 * i f ' i ‘,...,:::, SAT: 0 F \32.1) :Q This document has been electronically signed and sealed using a Digital Signature.Printed copies without an original signature must be 05/12/2016 verified using the original electronic version. Florida Certificate of Product Approval#FL1999 Printed 5/12/2016 9:49:55 AM Job Number: 844296a Ply: 1 SEQN:668911 /729 COMN Cust:R857 JRef: 1VQL8570001 DUSTIN BROWN Oty: 4 FROM:RJL DrwNo: 133.16.0845.26833 Truss Label: Al 577 Common SSB / WHK 05/12/2016 13'0"4 I 571 0 6'812 8'812 4'11"8, 16'37 24'110 3074 38'0"1 45'1"8 486"4 38 1 578 6812 11'" } 373! T10"3 6'0"10 7'9"12 + 7'1"8 I 3'5"6 I 5'4"8 11 12 or 6X8 G 8X 2 T4 --•8X12(4 11 ) 2X4 8 =4X6(") T T3 W ' J I � e 1t3x10 T AANçSRS) 5 12 3.5 p 112X4 (a) K o T - o s '''''D 40308 .' L m6X iv =4X4(A3) _ =5X6(A1)0a A E. 111 - III IIJ AB r'! X W V U T S R Q r•P ;5X6 =5X14 .54X10 IlH0310(") =6X8 114X4 k-4'8"12 1- 4T6"8 1 5712---I I15"I 4'8"121 878 I 71012 80"14 I 84"2 11'6" I 75"8 I 25 346, I5-I 4'8"12 13'0"4 15'1 " 231115 30'4" 31110' 6,0 5 45712 47'9"1'"145-73")1 5712 I 3710"5-1 10 14 I 576" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.362 U 999 360 AB-803 /803 /- /,. /205 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.702 U 812 240 Y 3746 /- /1296/- /- /5.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.140 K - - P 3818 I- 110891- I- !5.5 Des Ld: 40.00 EXP:B -- HORZ(TL):-0.324 K - - N - /- /0 1- /- /5.5 Mean Height:15.28 ft Code I Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:3.0 fief AB Min Br Width Req= 1.5 Soffit: 0.00 BCDL:5.2 fief Bldg Code: FBC 2014 RES Max TC CSI: 0.856 Y Min Big Width Req= 3.4 Load Duration:1.25 MWFRS Parallel Dist:>2h WI Std:2007 Max BC CSI: 0.714 Rep Factors Used:No Max Web CSI:0.980 P Min Big Width Req= 3.5 Spacing:24.0" C&C Dist a:5.75 ft N Min Big Width Req= 1.5 Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Bearings AB,Y,P,&N are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.01C.0611.00 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply fibs) Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1:T3 2x4 SP M-30: member design. B-C 2345 -365 H-I 675 -4655 :T4 2x6 SP#1::T5 2x8 SP SS Dense: Additional Notes C-D 661 -4268 I-J 436 -2187 Bot chord 2x10 SP SS Dense:B3 2x4 SP#1: D-E 669-4245 J-K 564 -4287 Webs 2x4 SP#3 Negative reaction(s)of-803#MAX.from a non-wind E-F 708-4723 K-L 496 -5117 :W2,W10,W15 2x4 SP#1: load case requires uplift connection.See Maximum F-G 636-4177 L-M 282 -3754 Lumber value set"13B"uses design values Reactions. G-H 673-4643 M-N 571 -380 approved 1/30/2013 by ALSC WARNING:Furnish a copy of this DWG to the installation contractor.Special care must be taken Maximum Bot Chord Forces Per Ply(Itis) Bracing during handling,shipping and installation of trusses. (a)Continuous lateral restraint equally spaced on See"WARNING"note below. Chords Tens.Comp. Chords Tens. Comp. member. B-Y 391 -2207 T-S 3934 -287 Y-X 1064 -164 S-R 3878 -224 Plating Notes , {Mmllpryµ X-W 4549 -616 R-Q 3878 -224 loolitiexcept All Sadare 8X8 u re as noted.al positioning.Refer to 4 5 1 H• r"4,-,'i V-U 3935 -287 P-N 4424 -55114 1 (c) plate(s)roq special scaled plate plot details for special positioning � �e••ee...••.. , �'4s U-T 3934 -287 requirements. e.`�GE SF ,0 t; see : Maximum Web Forces Per Ply(lbs) Loading ee • % Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psf additional bottom : 0. 08, 1 1 -- chord live load in areas with 42"-high x 24"-wide : t -C 759-4473 Z-I 3432 -299 clearance. * i • C-X 3099 -400 AA-I 497 -31 Attic room loading from 30-4-0 to 4.4-11-12:Live Load: ; E X-F 167 -884 AA-J 235 -2572 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, Z S 'T : 0 i :„. ..1. Q 8 F-V 374-1361 5-K 1330 0 Kneewalls:10 PSF Alee V-G 1404 -142 S-L 643 -165 .e -P. ^ .se��� V-Z 272-1478 L-Q 363 -2725 Purlins �i��e"011q"-AtLiosi. .. �� G-Z 1543 -83 Q-M 3898 -545 c't� �e"'���� Z-U 1649 0 M-P 516 -3088 Collar-tie braced with continuous lateral bracing at AN... EN24"OC.or rigid ceiling. COA# +'>� Z-AA 232-2522 05/12/2016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ure extreme care inbfabricating,hannnddllino she installing.a�nad�bracintg.performingor to Refer to and follow the latest edition losire proof�B�C�SI(Building Componeemporary bradn$tl r..id S n ocnso noted other n WI w)8�rtnaord sh re)Tbrryf webs small r brace a inga nd poen rgions. I sekxwnsl 3.Tia progedy broom nRgg S�..t ety I n epr a�non, hervnse,topppee rr�� d gisceli)ie Ap' ystanda to d plate face eooftruss and position as apboove and on the JoinfDetails, unless noted otherwise. 7Refer toor A IPL N E listingnsible for,any ilure to build the aUse otruss ff this dnnaricerawing for acceptance any epta Wre mitpro re responsibilityli shipping, 1latiOn and of the Building bracing bility r pier A r t TPIcifTrussesA seal "es do n. The dra or sLiPability 2400 Lake Orange Dr For more Information see this job's general notes page and these web sites:ALPINE:www.aipineh.00m;TPI:www.tpinst.org;SBCA wrAv..cc.2. Suite ICC:www.icesale.org OrlandoFL,32837 Job Number: B44298a Pty. 1 SEAN:668913/728 COIIl1 Cust R857 JRef: 1VOL8570001 DUSTIN BROWN Qty. 2 FROM:RJL DrwNo: 133.16.0845.39383 Truss Label: A2 57'6"Common SSB / WHK 05/12/2016 180"4 1_ 5'6110 68"12 8012 4'1f8I 1837 24'1"10 3074 38'0"1 45'1"8 48'6"14 3'61057'6" I 8'8"12 11'4" I 3'3"3' T10-3 6'0'10 I 7'9"12 I 71.8 } 3'5"6 I- 5'4"8 12X4 ai8X1N"') 12 el6XX8 68X12 14 111 l T 8 V a • a4X6r) 1 r J112510 T 12 1%.7X6(S4001pT3 83 AA T5 'a 3.5 Q 12X4 F (a) K 6r7X10(SRS) T o rsH0308 E tob I 44(( s5X1a -�/ L %7Xs F7 =4•-4)4 ) C D / `_M 5X Al e to 99 c- `- % - 6( ) 1 13L - / N O ami A t 0 " " r AB Q ,5XX W 6 =6X8 1H0310("") =6X8 RRX8 8 � 1211.4 j 384- 1 5712-1 F1 SI 4'8"121 878 1 710112 8'0"14 1 6'4"2 11'8" I T5"8 I 25.'4 �r3_'44''i_66 F1'5" 4'8"12 13'0"4 151i" 231115 304" 31!10" 805 45712 47'9('.1."14521 5712 3710"5-1 '48'10"14 I 5T6" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSF) DefilCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in [cc Udefl L/# Loo R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.307 S 999 360 AB 354 /67 /156 /- /205 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.660 S 713 240 X 3355 I- /1136/- /- /5.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.152 K - - I P 3342 !- /969 /- /- !5.5 Des Ld: 40.00 EXP:B HORZ(TL):-0.339 K - - 1 N - /- /6 /- /- /5.5 NCBCLL 10.00 Mean Height:15.28 ft Wind reactions based on MWFRS TCDL:3.0 sf Code I Misc Criteria CreepFactor:1.5 p BldgCode: FBC 2014 RES Max TC CSI: 0.666 AB Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:5.2 psf X Min Brg Width Req= 3.0 Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.758 RepFactors Used:No Max Web CSI:0.961 P Min Brg Width Req= 3.0 Spacing:24.0" C&C Dist a:5.75 ft N Min Brg Width Req= 1.5 Loc.from endwall:not in 13.00 ft• FT/RT:20(0)/10(0) Bearings AB,X,P,&N are a rigid surface. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.01C.0611.00 Members not listed have forces less than 3754 •Lumber Wind Maximum Top Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Wind loads based on MWFRS with additional C&C Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1:13 2x4 SP M-30: member design. B-C 529 -125 H-1 333 -2478 :T4 2x6 SP#1::15 2x8 SP SS Dense: C-D 1050 -154 I-J 325 -1478 Bot chord 2x10 SP SS Dense:B3 2x4 SP#1: D-E 1133 -152 J-K 436 -3376 Webs 2x4 SP#3 WARNING:Furnish a copy of this DWG to the E-F 1113 -118 K-L 363 -4154 :W2,W10,W15 2x4 SP#1: installation contractor.Special care must be taken F-G 379-2429 L-M 206 -3139 Lumber value set"13B"uses design values during handling,shipping and installation of trusses. G-H 332-2475 M-N 599 -388 approved 1/30/2013 by ALSC See"WARNING"note below. Bracing Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on member. B-Y 193 -500 T-S 3133 -175 Y-X 117 -620 S-R 3229 -142 Plating Notes X-W 931 -53 R-Q 3279 -142 All plates are 8X8 except as noted. �INtltNrkpyr`�h W-V 931 -53 Q-P 404 -432 (")3 plate(s)require special positioning.Refer to c$ ("}" ,, V-U 3133 -175 P-N 431 -541 scaled plate plot details for special positioning ,�/` ••,•4..•••k4''�i,` LI 3133 -175 requirements. �0%% .\ GE S .• /0 - •• �•. 4. Maximum Web Forces Per Ply(lbs) Loading �• . ''e Webs Tens.Comp. Webs Tens. Comp. Truss passed check for 20 psi additional bottom n • ?t chord live load in areas with 42"-high x 24"-wide O. 48 r C-X 218 -790 Z-I 1943 36 clearance. • X-F 482-3082 AA-1 458 -26 'k • • • F-V 1271 -49 AA-J 203 -2316 Attic room loading from 30-4-0 to 44-11-12:Live Load: f 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, . V-G 924 82 S-K 1240 0 Kneewalls:10 PSF 41\ S •T ' 0 :At.!p V-Z 141 -2188 S-L 449 199 • ' �'(/ G-Z 884 -107 L-Q 284 -2244 Purlins �Q •••�� •,\ �.•♦�y Z-U 1764 0 Q-M 3333 -453 Collar-lie braced with continuous lateral bracing at �c• ~''••err•••'....\G Z-AA 201 -2270 M-P 450 -2682 24"OC.or rigid ceiling. CO 40NsA1 ..04" p 4. 4,4ut 05/12/2016 **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BBCSI.,Unless noted otherwise,top chord shall have pro, rly attached structural sheathing and bottom chord shall neve_g properly attached naid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 or Ei10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. (Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. 2400 Lake Orange Dr listing this drawing,indicates acceptance of protessionai engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL.32837 For more information see this job's general notes page and these web sites.ALPINE-www.alppnedw.com.TPI:www.tpinst org,SBCA wwwsbundu shy corn.ICC www.iccsafe.org I 3. Job Number:B44298a Py: 1 SEQN:668949/T15 COMN Cust R857 JRef 1VQL8570001 DUSTIN BROWN Qty 6 FROM:RJL DnvNo: 133.16.0845.41343 Truss Label: A3 4T6"Common SSB / WHK 05/12/2016 68"12 812 130'4 16'37 24'1"10 31'0"14 38'0'1 43'37 476" I 6'6"12 11' 4.11'6 +33"3 T10"3 I 611'3 6'11"3 I 5'37 1 4'2.9 I 1=6X6 =3X4 06X6 12 G H T4 t • siB8 11.5xJ 3 4,371 K 1TTimp3.5 63x6 112X o 03x4 D T 11 - 12 = 1 •3x6(A1) 1111.5X36x9N 37X6 -4X1013x6 j 1211"4 f 34'6"12 A 1'5" 6'7" 6'T' 8'9'53'11"15 8'9"5 8'6"15 4'2"9 I 67" 13'2• I 21'11"5 I 2511"31 34'8"8 I 43' 37 I 47'6" I Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PS9 DefliCSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 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: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.144 O 999 360 B 371 /278 /47 I- /173 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.295 0 999 240 0 2745 /27 /1267/- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.129 L - - L 1381 /- /566 /- /- /5.5 Des Ld: 40,00 EXP:B -- -- HORZ(TL):0.263 L - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.28 ft TCDL:3.0 psf Code/Misc Criteria Creep Factor.1.5 B Min Brg Width Req = 1.5 Soffit: 0.00 BCDL:5.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.827 Q Min Brg Width Req= 3.2 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.747 L Min Brg Width Req= 1.6 RepFactors Used:No Max Web CSI:0.928 Bearings B,Q,&L are a rigid surface. Spacing:24.0" C&C Dist a:4.75 ft Loc.from endwall:not in 13.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-C 1226 -192 G-H 396 -1945 Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-2780 MAX.from a non-wind C-D 1716 -343 H-I 298 -1021 Top chord 2x4 SP#1:T4 2x6 SP#1: load case requires uplift connection.See Maximum D-E 1799 -341 I-J 321 -1084 Bot chord 2x4 SP#1 Reactions. E-F 1797 -314 J-K 207 -1057 Webs 2x4 SP#3 WARNING:Furnish a copy of this DWG to the F-G 338-2314 Lumber value set"13B"uses design values installation contractor.Special care must be taken approved 1/30/2013 by ALSC during handling,shipping and installation of trusses. See"WARNING"note below. Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-R 143-1160 P-0 1715 -168 member.Or 1x4#3SRB SPF-S or better"T' R-Q 136-1168 0-N 1668 -237 reinforcement.80%length of web member.Attached Q-P 143 -905 N-M 911 -121 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. (b)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(lbs) member.Or 2x6#3 or better'T"reinforcement.80% Webs Tens.Comp. Webs Tens. Comp. length of web member.Attached with 16d Box or Gun wtntamiNkth (0.135"x3.5",min.)nails@6"OC. `��` H. '1 C-Q 216-1031 0-H 765 -43 ` 11'' ,fury 0-F 424-1949 H-N 190 -965 Loading V a,1'`•••E"••.. �,r1�4 F-P 2436 -249 M-K 1114 -173 Truss passed check for 20 psf additional bottom •.Vy \Sk• .:�, % G-0 595 -54 K-L 261 -1396 chord live load in areas with 42"-high x 24"-wide Q ii. clearance. • o. 08m1 I.:4. Wind I I Wind loads based on MWFRS with additional C&C * ; ' • member design. • 6 Right end vertical not exposed to wind pressure. AN. S •T' 0 •@ a • .♦�L�Q� e ............_so414770, , 05/12/2016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component_Safety Information,by TPI and SBCA)fOsafety practices prior to performing these functions. Installers shall provide temporary bracing per B0SI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom g.hord shall have a properly attached rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing iinstalled per BCSI sections 63,67 or 810, as applicable. Apply plates to each face oftruss 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_g omponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/7P11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this lob's general notes page and these web sites ALPINE www.alpmeaw.com:TPI www.lpinst org:SBCA.www.sbandustry corn,ICC: www.iccsate.org Job Number: B44290a Ply: 1 SEAN:668951 /16 COMNI Dust.R857 JRef. 1VQL8570001 DUSTIN BROWN Qty. 4 FROM RJL I DrwNo: 133.16.0845.43200 Truce Label: A4 5T6"Common I W SSB / HK 05/12/2016 I 13'0'4 I 4'11'8 I 6'812 I8Q12 I 163"] 24'1"10 I 310"14 I 3801 I 43'3'7 + 48'6"14, 57'6"_ 6'8"12 1' 3'3"3' T103 6'11"3 8'11"3 53"7 5'3"7 ' 8'11'2 12 e7XX8 X4 T4 07X6 1 00, j\ 1,2X4 eh 12 S 8 .../ J -1- 3.5 12 912X4 F T S (b) ego Tb a3X4��•� 4A7X8 Ar 7X8 ill 1 13L -y Q 8 - 4M N iI t� �-3X6(At) 912X4 as6Xt3 12 R a Q MH03080.2X40 91346(E3) - =4X10 -3X4(83) 1211"4 j 36'4" j 8'212----i f1'S"I 67" , 67" I 89'5 I 3'11"1 8'9"5 I 88'15 I 2'9"13 8712 I1 67" 13'2" 21'11"5 25'11'334'8.8 43'37 46'114 32" 5T6" 493'4 Loading Criteria(psi) !Wind Criteria Snow Criteria(Pg,Pf in PSF) Deli/CBI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 'Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.160 L 616 360 B 360 /305 /29 /- /205 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.332 L 297 240 Risk Category:II U 2836 !- /1312/- /- /5.5 BCDL: 10.00 e9 ry Snow Duration:NA HORZ(LL): 0.136 0 - - 0 1872 I- /822 /- /- /5.5 Des Ld: 40.00 EXP.B HORZ(TL):0.273 0 - - M 483 /54 /180 /- /- /5.5 Mean Height:15.28 ft NCBCLL 10.00 Code I Misc Criteria Creep Factor.1.5 TCDL:3.0 ht:psWind reactions based on MWFRS Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.847 B Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.784 U Min Brg Width Req= 3.3 Spacing:24.0" C&C Dist a:5.75 ft Rep Factors Used:No Max Web CSI:0.978 0 Min Brg Width Req= 1.8 Loc.from endwall:not in 13.00 ft', FT/RT:20(0)/10(0) M Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): Bearings B,U,,0,&M are a rigid surface Wind Duration:1.60 WAVE,HS VIEW Ver.15.01.01C.0611.00 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply(lbs) Value Set:13B(Effective 6/1/2013) Negative reaction(s)of-305#MAX.from a non-wind Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1:T4 2x6 SP#1: load case requires uplift connection.See Maximum B-C 1313 -160 H-I 381 -1119 Bot chord 2x4 SP#1 Reactions. C-D 1810 -239 I-J 471 -1335 Webs 2x4 SP#3 WARNING:Furnish a copy of this DWG to the D-E 1893 -237 J-K 366 -1376 :Rt Slider 2x4 SP#3:BLOCK LENGTH= 1.500' installation contractor.Special care must be taken E-F 1891 -214 K-L 554 -314 Lumber value set"13B"uses design values during handling,shipping and installation of trusses. F-G 307-2395 L-M 836 -866 approved 1/30/2013 by ALSC See"WARNING"note below. G-H 399-2047 Bracing (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(lbs) member.Or 1x4#3SRB SPF-S or better"T' Chords Tens.Comp. Chords Tens. Comp. reinforcement.80%length of web member.Attached B-V 112-1243 R-Q 1029 -90 with d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. V-U 105-1251 0-P 420 -158 (b)Continuous lateral restraint equally spaced on U-T 180 -974 P-0 420 -158 length of wOr eb x6#3 or member.�Attttached with�d Boxt.80%or Gun `�i,mnH H�r��y�iy� S-R 1786 -175 O-M 252 503 75 (0.135"x3.5",min.)nails @ 6"OC. lY'ss�•�� K^f�i�� �+ Loading e�`'>0E S k••"�0*'` Maximum Web Forces Per Ply(lbs) Truss passed check for 20 psf additional bottom .�e• r .; ../..;i Webs Tens.Comp. Webs Tens. Comp. chord live load in areas with 42'-high x 24"-wide i' C-U 230-1038 S-H 770 -10 clearance. • O. 08, 1 • U-F 397-2007 H-R 137 -965 • F-T 2568 -138 Q-K 1221 -26 : Wind * G-S 662 -70 K-0 354 -1746 Wind loads based on MWFRS with additional C&C member design. S •T ' Oi . : ...sZ CO '� tG.;-, iGNir- 05/12/2016 nrr�"' '"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)lsafety practices prior to performing these functions. Installers shall provide temporary bracing per,SCSI..Unless noted ofherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceding Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or 1310 as applicable. Apply plates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_ omponents Group Inc.shall not be responsible for any deviation from this drawin ,an failure to build the truss in conformance with ANSI/? 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, 2400 Lake Orange Dr. listing this drawing indicates acceptance of professlonar engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this lob's general notes page and these web sites:ALPINE: www alpmemw corn.TPI.www tprnst.org.SBCA:www.sbcmoustrycom,ICC:www.iccsafe mg Orlando FL,32837 .I, Job Number: 644298a Ply: 1 I SEON 668953 1 123 COMN Cust R857 JRef- 1V018570001 DUSTIN BROWN Qty 1 j FROM RJL DrwNo: 133.16.0845.45327 Truss Label: A5 35'Common II SSB / WHK 05/12/2016 I 88'12 i 8'0"!12 13'0 4 F 183'7 I 24111 I 31710 ± 35' I 68'12 1'1 411'8 337 7103 71115 391 06X6G =3X10 T4 112510 — ui,\• n I T 8 IA/. I 6 12 11.5x3 F N MM (a) 1 `!• 3.5 12 E ���SXB @5xg (b) 0 63X4 D C Y 1 1 ,E:. 81.5X3 A e� Zi 8 i 12 * '3X4 1) 111.5PX3 68X8 ism — A- __.__.. 1211-4 A 22012 A 1-1.5.-11----- iS __ 6 7 - _ 67 i 89'5I 3'1195 I 576 I 35'15-I I---3,--1 67' 137 21'11'5 25.113 31710 348'8 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def ICSI Criteria ♦Maximum Reactions(lb.) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Cl:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL I W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 N 999 360 B 470 /47 1 145 /- /126 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.122 N 999 240 O 1899 I- /917 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.068 K - - K 961 /160 /351 /- /- /3.5 Des Ld: 40.00 EXP:B --- HORZ(TL):0.148 K - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height: f 15.28 ft TCDL:3.0 psf Code/Mist Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 Soffit 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.648 0 Min Brg Width Req 2.2 K Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h WI Std:2007 Max BC CSI: 0.491 Bearings B,0,&K are a rigid surface. Sparing:24.0" C&C Dist a:3.50 ft Rep Factors Used:No Max Web CSI:0.915 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 449 -510 E-F 983 -316 Value Set:13B(Effective 6/1/2013) C-D 903 -344 F-G 194 -1324 Top chord 2x4 SP#1:T4 2x6 SP#1: D-E 986 -341 G-H 179 -795 Bot chord 2x4 SP#1 Webs 2x4 SP f/3 Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-P 446 -417 N-M 847 -188 Bracing P-0 440 -424 M-L 383 -72 (b)Continuous lateral restraint equally spaced on 0-N 20 -424 L-K 379 -76 member.Or 1x4#3SRB SPF-S or better'T' reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs) with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better"T"reinforcement.80% C-O 204 -971 M-H 638 -158 le(0.1 5 x3web '.min.)nails @ 6"OC,r.Attached with 16d Box or Gun � 1NnIN1Hwr ,'+' O_N 1373-173 -1881 H-K 173 -831 Wind /III" HH �rWind loads based on MWFRS with additional C&C ...GE S4••1 t�member design. •• .. . i Right end vertical not exposed to wind pressure. : 0. 08 1 ,� !s 5. Additional Notes a Shim all supports to solid bearing. * a ' . f S •T' O4,.I rest I -t N ? \ i CO ladON At. ..._,,,"0' 05/12/2016 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporarrryyy bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_g properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections 03,B7 or 1310, as applicable. Appplates to each face of truss and position as shown above and on the JolnrDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ill PIA 1E Alpine.a division of ITW Building omponents Group Inc.shall not be responsible for any deviation from this drawin any failure to build the �11_r V C truss in conformance with ANSI/1 PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pa 2400 Lake OrangeDr listing this drawing indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL.32837 For more information see this job's general notes page and these web sites.ALPINE:www.alpineitw corn.TPI:www.tpinst.org.SBCA.www.sbcindustry corn,ICC: www.iccsafe.org Job Number: B44298a Ply: 1 'SEON:668955/T30 COMNI Gust R857 JRef 1VOL8570001 DUSTIN BROWN Qty: 7 1 I FROM RJL DrwNo: 133.16.0845.49227 Truss Label: B1 30'Common SSB / WHK 05/12/2016 i 257 'Jp 3'11'8 s5'013 11'8- 15' 185' 22712 24'115 1'015 30' F 3'11-8 11'015 F- 3'8'12 ! 35' i 35' I 28'12 i 25'131 3'11'8 ! =3X4 r=3X4 .VA 3X4 WO .1 • 0 H T3 1.4x8(•) F It� �1) J 82510 ": .,`aN6xe 04006 , 4x6 18 S o aD 82X4 B 82X4 T A ' N O L ., _ i 8x10 =810 =8X12 ><8X8 83X10 1 ls"i TT ! 428 ! 22'81 478 I 42'8 I TT 15'i TT 11'9'8 14' 1878 275' 30' 1 Loading Criteria(pm Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions fibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /RV, /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.080 S 999 360 T 1544 /84 /389 /- /124 /5.5 BCU_: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.192 S 999 240 P 1544 /84 /389 I- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.060 E - - Wind reactions based on MWFRS EXP:B Des Ld: 40.00 Mean Height:15.34 ft TCDL:5.0 psf HORZ(fL):0.144E T BMin rg Width � 1.6 NCBCLL:10.00 Code l Misc Criteria Creep Factor. Min 1.5 9 Width Req= 1.6 s rigid surface. Soffit: 0.00 BCDL:5.2 fist Bldg Code: FBC 2014 RES Max TC CSI: 0.257 Bearings T&P are a Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.402 Members not listed have forces less than 375# Spacing:16.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.819 ChoLoc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top omp Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 C-D 236-1775 J-K 257 -1348 Lumber D-E 243-1746 K-L 243 -1746 E-F 257-1348 L-M 236 -1775 Value Set:136(Effective 6/1/2013) Top chord 2x8 SP SS Dense:T3 2x4 SP#1: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x10 SP SS Dense:B2 2x4 SP#1: Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"13B"uses design values TS 1171 -114 R-Q 1352 -89 approved 1/30/2013 by ALSC S-R 1352 -89 Q-P 1171 -113 Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member.Or 1x4#3SRB SPF-S or better'T' reinforcement.80%length of web member.Attached T-C 182-1879 U-V 91 -1161 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. C-S 387 -48 V-I 397 -60 Plating Notes E-S 667 0 V-J 179 -1412 F-U e( )requirespecialpositioning.Refer to Wnrlrrlry�hrG-U 397 1460 M-P 680 -1879 (")2 plate(s) i�i� {,J scaled plate plot details for special positioning 4,04c requirements. , `. /r:1149,i, requirements. ...•••••..... 17/ 4 Loading �` :4�,GE SF ...0 %; Attic room loading from 7-11-0 to 22-1-0:Live Load: • -5} 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, • o. 08 1 i 1. Kneewalis:10 PSF • i : : Purlinsit. Collar-tie braced with continuous lateral bracing at S 'T ; 0 ;Q i 24"OC.or rigid ceiling. A\A:•S Wind q••s. tt .•• �.�<"Wind loads based on MWFRS with additional C&Css+f At. \''�`•/)' member design. Q End verticals not exposed to wind pressure. COA#OIA► ` 05/12/2016 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fOr safety practices prior to performing these functions. Installers shall provide tem a bracing per BCSI..Unless noted otherwise:top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCI sections B3,B7 oUY, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingCComponents 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 trussesAeal on this drawing or cover page 2400 Lake Orange Dr listing this drawing indicates acceptance of pro-fesslonal engineering responsibility solely for the design shown. The suitability 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 For more information see this job's general notes page and these web sites:ALPINE. www.alpinertw.com;TPI. www Ipinst.org.SBCA•www.sbandustry.com.ICC. www iccsafe.org Orlando FL,32837 1 • •1 Job Number: B44298a Ply: 1 SEQN.668957 /737 COMNI Cust:R857 JRef 1VQL8570001 DUSTIN BROWN Qty. 11 FROM:RJL 'DrwNo: 133.16.0845.52477 Truss Label: 82 2910"Common SSB 1 WHK 05/12/2016 rev �r-x2�6w�gQ1'ee� 311-4 z-13 11•- 15 1e- 22712 2411'9 "- 24.10' I. 3.11.8 11V75 I 35-12 yI(p 3S ' 35• I 38'12 I 28'131 F 39.8 I S G3x4 .3x4 73 ,3.1(4 T 101111,4,-.000011. Ili 4x F ..: ,0 625 K 12 ,0 .2I \e%6 1 817 0, � �% Q 4u r 1:'62X4 111.5X3e N T L 8� R no II 1 1 X10 =858 •8x12 •8X 1138 62510 1 21'11'12 1 710'4_-i 1 1--I r•' I 478 i 278 478 I 478 I 75 1 77 1199 14' 187! 225 2910- Loading Criteffa(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Cr feria ♦Maximum Reactions(16s) TCLL: 25.00 Wind Std. ASCE 7-10 Pg:NA Cl NA CAT:NA PP Deflection in loc Udell UV Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERTU): 0.106 R 999 360 Enclosure:Closed S 236 /1810 /398 /- /113 /3.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.232 R 999 240 p 623 /107 /220 /- /- /3.5 BCDL: 10.00 Risk Category:II EXP:B Snow Duration:NA HORZ(LL): 0.083 E - - 0 1157 /65 /328 /- /- /5.5 Des Ld' 40.00Mean Height 15.34 ft HORZ(TL):0.186 E Wind reactions based on MWFRS NCBCLL 10.00 Code/Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 1.5 TCDL:3.0 psf P Min B Width R 1.5 Solid: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.266 L5 L0 Min Brg Width Req= 1.oed Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.445 Min S.P.i&0 are a rigidsurface. Spacing:16.0' C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.983 Loc.from endwall:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber C-D 219-1546 J-K 245 -1193 Value Set:13B(Effective 6/1/2013) D-E 226-1517 K-L 218 -1412 Top chord 2x8 SP SS Dense:T3 2x4 SP#1: E-F 242-1150 L-M 211 -1441 Bot chord 2x10 SP SS Dense:82 2x4 SP#1: F-G 146 -400 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Bot Chord Forces Per Ply(lbs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords__Tens. Comp. Bracing S-R 1032 -130 0-P 2284 -200 (a)Continuous lateral restraint equally spaced on R-0 1142 -100 P-0 930 -117 member.Or 1x4#3SRB SPF-S or better"T" reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs) with 8d Box or Gun(0.113"x2.5",min.)nalls @ 6"OC. Webs Tens.Comp. Webs Tens. Comp. Plating Notes rmrrrrgµ S-C 163-1654 _ U-J 165 -1323 ovolgo(**)2 plate(s)require special positioning.Refer to fJ• /''ice E-R 628 0 P-K 520 -74 scaled plate plot details for special positioningill '!1.A' , F-T 148 -994 P-M 423 -41 requirements. �••�••••'••••� 1�q�� T-U 70 -999 M-O 193 -1536 Loading ��J;.• �E Sic •�k, U-I 403 -61 Attic room loading from 7-11-0 to 22-1-0:Live Load: 6 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, • O. 08 r • Kneewalls:10 PSF ; i Purlins * • ` Collar-tie traced with continuous lateral bracing at k S 'T % 0 07: Q` 24"OC.or rigid ceiling. 0w••• ? �T X.•••••iri.• �FWinde . * • -�� .•.., , Wind loads based on MWFRS with additional C&C �ss+.n a r�t •\,'p member design. •�Y ✓ N 4 End verticals not exposed to wind pressure. COA#0 Z7brylywrrl� 05/12/2016 '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 BCS!..Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalhave bracing installed per BCSI sections B3,B7 or 810, as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for sandard plate positions. ALPINE Alpine,a division of ITW Buildin44Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ,. truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagee Dr listing this drawing,indicates acceptance of pro esslona engineering responsibility solely for the design shown. The suite%ili240C Lake Oran.ty5 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sec.2. Suite 150 Orlando FL,32837 For more information see this lob's general notes page and these web sites. ALPINE: www.alpinedw.corn,TPI:www.tpinst.org.SBCA:www.sbcmdustry corn;ICC: www.iccsate.org -I. Job Number:8442988 Ply: 1 SEQN:668959/T38 COMM Cust R857 :Ref: 1VQL8570001 DUSTIN BROWN Qty 4 FROM:RJL DnvNo: 133.16.0845.54230 Truss Label: B3 2910"Common SSB / VVI-11( 05/12/2016 79.4 311 8 51 28'13 11'8' 15 18W 22712 24'119 '--- 288e x'70• F 391re 11t7Ys l 3$'12 I 37� i 39' t 39'12 I 28.731 I 39' rJtg >W •48)03A .3x4 .3x4 — __ N n 1 45 ) F trrf J 1 - - tmla K 12 1 8 V II IS O w r' 112X41 -man B N T 1• h • 83510 .m .au12 -exe .2X4 1 2111.12 1 79.s 112 1.19.1 77" 1 478 ! 278! 478 l 47.8 i 79'8 �j 8a 77 1198 14' 1878 228• 1JiVB 410. Loading Criteria(ps8 Wind Criteria Snow Criteria(Pg.Pf in PSF) DefICSI Criteria ♦Maximus Reactions(lbs) TCLL: 25.00 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: 5.00 Speed: 130 mph Pt:NA Ce:NA : 0.109 R 999 360 LLVERT BCLL; 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): S 1420 / /396 /- /113 /3.5 Risk Category: 0.238 R 999 240 10 P 622 /107 12118 I- /- /3.5 BCDL: 10.00 e9 ry'II Snow Duration:NA HORZ(LL): 0.086 E - - 0 1162 /67 /326 /- /- /3.5 Des Ld: 40.00 EXP:B HORZ(TL):0.191 E - - Wind reactions based on MWFRS M NCBCLL: 10.00 Mean Height 15.34 ft Code/Misc Criteria Creep Factor.1.5 S Min Brg Width Req= 1.5 TCDL:3.0 psf P Min Br Width R Soffit: 0.00 BCDL:5.2 psi Bldg Code. FBC 2014 RES Max TC CSI: 0.266 9 eq= 1.5 Load Duration:1.25TPI Std: 2007 Max BC CSI: o.454 0 Min Brg Width Req= 1.5 MWFRS Parallel Dist:0 to h/2 Bearings S,P,&0 are a rigid surface. Spacing:16.0" C&C Dist a:3.00 ft Rep Factors Used:No Maur Web CSI:0.882 Loc.from endwatl:Any FT/RT:20(0)/10(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 6/1/2013) C-D 217-1534 J-K 244 -1185 D-E 224-1505 K-L 215 -1391 Top chord 2x8 SP SS Dense:T3 2x4 SP#1: E-F 240-1140 L-M 208 -1419 Bot chord 2x10 SP SSDense:B22x4SP#1: F-G 146 -404 Webs 2x4 SP#3 :Rt Bearing Leg 2x4 SP#3: Maximum Bot Chord Forces Per Ply(lbs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Bracing S-R 1024 -129 Q-P 2262 -197 R-Q 1131 -98 P-O 884 -110 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T' Maximum Web Forces Per Ply(lbs) reinforcement.80%length of web member.Attached Webs Tens.Comp. Webs Tens. C with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Comp. ..�turmi S-C 161 -1642 U-J 164 -1314 PlatingNotes 41^``� µej4i�, E-R 625 0 P-K 501 -74 (`")3 plate(s)require special positioning.Refer to �lr H. w�i F-T 145 -977 P-M 471 -41 scaled plate plot details for special positioning `'e••jee'•'••�t'i e� T-U 68 -987 M-O 180 -1466 requirements �0% E •• .� ��••• \V S� •�!� U-I 404 -61 N-O 1225 -1314 v Loading 111 i Attic room loading from 7-11-0 to 22-1-0:Live Load: ;• O. 08) 1 40 PSF.Dead Load:10 PSF Ceiling:10 PSF, • z Kneewalls:10 PSF * ■ • 6 Purlins S •T Collar-tie braced with continuous lateral bracing at A� 1 0 : Q`• F 24"OC.or rigid ceiling. • S Wind ��'r•�••`•...,1.•c••�•r�� Wind loads based on MWFRS with additional C&C •�s•s/oNAt G`�a`77 Or- member design. COA#O Z'}br I End verticals not exposed to wind pressure. ' 05/12/2016 "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,instatling.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 shallpprovide temporary bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63,B7 or B10, as applicable. Appplates to each face of truss 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,I.CO,,,r,., truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite 150 Orlando FL.32837 For more informabon see this job's general notes page and these web sites ALPINE:www.alpine iw.com,TPI:www.tpinstorg;SBCA:www.sbandustry.com;ICC:www.iccsafe.org t Job Number. B44298a Ply. 1 SEAN:668929/T33 COMN Gust:R857 JRef:1VQL8570001 DUSTIN BROWN Qty 1 FROM:RJL DiwNo: 133.16.0845.55747 Truss Label: Cl 20'2"8 Common SSB / WHK 05/12/2016 5'0"7I ( 910.3 I 15'0"5 I 2078 50.7 4'9.11 5'2"3 5.2.3 -4X4 D a1.5EX3 =-3X4F S• _ 12 %1.5X3 o V C rE. 9 .b .76, 1 B A �_ sr i i 33X4(81) •3X4 =3X4 =3X10 iIi3X0 - F`1'5•--1---- 8'6"11 _ I 74.5• � 3'1.5 � 5.2.3 9'6.11 11'11 15'0"5 202.8 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,P1 in PSF) DeIVCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 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: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.030 J 999 360 B 930 /45 /456 I- /108 /5.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): Risk Category:II R ): 0.057 J 999 240 G 820 1 127 /341 /- I- /3.3 BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS Des Ld: 40.00 a.B HORZ(TL):0.020 C - - B Min Brg Width Req= 1.5 M Mean Height:21.27 ft NCBCLL 10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 rigid StXSoft0.00B&G are aid surface.BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.351 Bearings9 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.617 Members not listed have forces less than 375# Sparing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.659 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 1 WAVE VIEW Ver.15.01.010.0611.00 B-C 181-1118 D-E 131 -510 Lumber - --- -C-D 160 -868 E-F 131 -508 Value Set 13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 ----- - -- -- Webs 2x4SP#3 B-J 858 -273 I-H 643 -172 Lumber value set"13B"uses design values J-I 643 -172 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on --- member.Or 1x4#3SRB SPF-S or better"T'' J-D 381 -29 F-G 724 -775 reinforcement.80%length of web member.Attached H-F 823 -212 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Wind Wind loads based on MWFRS with additional C&C 1Wltlippnµyr,'p member design. ` o W. w-,- Right end vertical not exposed to wind pressure. �'o p••e•• 7, - •-•--SF (/��$, �� J, E O - • • • o. 08. 1 • * i i• fr ,a%• SentO ; Job Number: B44298a Ply: 1 SEON:668927 /T9 COMM Cust:R857 JRef. 1VOL8570001 DUSTIN BROWN Qty 2 FROM:RJL DrwNo: 133.16.0845.57283 Truss Label: C2 2078 Common SSB / WHK 05/12/2016 8791 14'2'9 2078 8'2"9 6' 8' T 114X6 111.55X3 =3X4 a . T 12 6 (a) N In e u) A B UI — =3X B1) 111.5X3 =3X4 =3X10 1I3X6 _ E-11" A 8'0"13 I 3'10'3 . 2'3"8 I 6' 8'013 11'11" 1479 207'8 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De8ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in hoc Udell L#i Lor R I U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pt:NA Ce:NA VERT LL: 0.026 D 999 360 � ) B 995 /58 /446 !- /92 /5.3 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT (TL): 0.048 D 999 240 F 852 /126 /330 1- /- /3.3 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 C - - Wind reactions based on MWFRS EXDes Ld: 40.00 a.B HO Mean - Height:20.72 ft RZ(TL) 0.020 C B Min Brg Width Req= 1.5 NCBCLL:10.00 Code!Misc Criteria Creep Factor.1.5 F Min Brg Width Req= 1.5 TCDL:3.0 psf Bearings B&F are a rigid surface. Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.669 9 Load Duration:1.25 MWFRS Parallel Dist:h to 2h WI Std: 2007 Max BC CSI: 0.485 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.479 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver 15.01.01C.0611.00 B-C 176-1158 D-E 162 -703 Lumber C-D 163 -705 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs2x4SP#3 B-I 853 -210 H-G 846 -211 Lumber value set"13B"uses design values I-H 846 -211 approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(lbs) (a)Continuous lateral restraint Webs Tens.Comp. Webs Tens. Comp. equally spaced on member.Or 1x4#3SRB SPF-S or better'T' D-G 142 -403 E-F 217 -799 reinforcement.80%length of web member.Attached G-E 956 -221 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Loading " 3or Truss passed check for 20 psf additional bottom *1 m #µr ' chord live load in areas with 42"-high x 24"-wide `A H. 2'4,-, chord clearance. k • S!........• 1��4'4 Wind ie\> �7k" ••L' '4 •t/6 • Wind loads based on MWFRS with additional C&C •.. •9 member design. ; O. 08 r 1 Right end vertical not exposed to wind pressure. x if: ' 1 AA S T . O :mss *** •ite`rSi01NAL E ,,, COA 9044/11840.04000,09%. 05/12/2016 "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 ComponentSafety Information,by TPI and'SBCA)fir safety practices poor to performing these functions. Installers shall provide temporary bracing per BUST.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeffy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Appdates toto each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE- Alpine, 11 F I A 1 C Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �1 L_r � V`C truss in conformance with ANSI/7P! 1,or for handling,shipping.Installation and bracing of.trussesA seal on this drawing or cover page 2400 Lake OrangeDr listing this drawing indicates acceptance of Drotessional 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 150 For more information see this job's general notes page and these web sites:ALPINE. www alpmeitw.corn,TPI. www Iprnst org.SECA www.sbcirrdustry-corn;ICC:www.iccsafe.org Orlando FL.32837 N. Job Number. B44298a Ply 1 SEQN:668931 /T32 GABL Cust:R857 JRef 1VQL8570001 DUSTIN BROWN Qty. 1 FROM:RJL DreNo: 133.16.0845.59270 Truss Label: C3-G 2078 Gable SSB / WHK 05/12/2016 679 I arra 679 1311"15 I--20.12--I I—2—I (1W) 83x4 F M /r i1 0 $ '0 $ 0 4 o 12 9 yr h • t-1 �� A ///////////�////////N =5X6 I 2078 I I-.1.5•-f--_ 2071 2071 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def S1 Criteria ♦Maximum Reactions(lbs),or•_PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in roc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.002 F 999 360 B* 130 /21 /42 l- /9 /242 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 F 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 F - - B Min Brg Width Req= - EXP: Des Ld: 40.00 B - HORZ(TL):-0.005 F - - Bearing B is a rigid surface. Mea Mean Height:20.06 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:3.0 psf Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.195 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.034 Spacing:24.0" CSC Dist a:3.00 ft Rep Factors Used No Max Web CSI:0.063 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 Lumber — Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookers and Badding load not to exceed 7.00 PSF one face and 24.0"span opposite face.Top chord must not be 0081119001601/614,.. cut or notched. *4 H, ripk Wind ``N0......7...•"r,? 4,k Wind loads based on MWFRS with additional C&C .kv.�e,`GE SL •/e 'y member design. 4.• Y ` �4. . Right end vertical not exposed to wind pressure. .e A •• Q. 08,1 Additional Notes See DWGS A14030ENC101014&GBLLETIN1014 for * •: • • i : a gable wind bracing requirements. 9 '•. P • •• , € ����111yyy,�SS/ONAL�-\'4 COA#0�rrosrl,l '" 05/12/2016 "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 SCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottomhord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,87 or.B10, as applicable. Appplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine.a division of ITW Buildin44Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w Mrs, truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake OrangeDr. listing this drawing,indicates acceptance of ro-fesslonat engineering responsibility solely for the design shown. The suit bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com,TPI:www tpmst.org.SBCA.www.sbandustry.com:ICC. www,ccsafe.org Job Number: 844298a Ply 1 SEAN 668844 /72 GABL Cust:R857 JRef: 1VOL8570001 DUSTIN BROWN Oty 1 FROM RJL Dm/No: 133.16.0846.08783 Truss Label: D1-SG 21'7'8 Gable SSB / WHK 05/12/2016 I 17 5912 I 10992 I 147'8 — 21T5 77 410.4 5' 39'12 r I r/ r-1 (TSP) .4x4 N ,3x4 l in C4 \3x4 1 9 - K ,,, . . ... ... ... ... ..----,,,, 8(" N M .. 113X8 0 0 x wan =3x4 82X4 .3X4 k--710'4 1 1394 A I-7S I 14•$'4 6104 tart I 2178 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs),or'.PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udell Li# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.032 G 999 360 S' 140 /20 /52 /- /21 /91.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.061 G 999 240 X 236 /- /146 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.023 G - - L 679 /35 /276 1- 1- /5.5 Des Ld: 40.00 EXP:B HORZ(TL):0.043 G - - Wind reactions based on MWFRS M Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor.1.5 S Min Br g Width Req= - Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.495 X Min Brg Width Req= 1.5 BCDL:5.2 psf L Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 WI Std: 2007 Max BC CSI: 0.455 Bearings S,X,&L are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.203 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE _VIEW Vec 15.01.01C.0611.00 Chords Tens.Comp. Lumber - J-K 113 -743 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 SP#1 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values O-N 1064 -51 N-M 532 -25 approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 1.5X3 except as noted. O-J 183 -531 K-L 118 -622 Loading M-K 484 -8 Gable end supports 8"max rake overhang.Top chord must not be cut or notched. Wind mrMrbayrrrh,, Wind loads based on MWFRS with additional C&C `pyt -' /r/pie k,i member design. ..••'••••'••.• �'4,7 a��;.•�GE S • 0 y Additional Notes --r/' •'; See DWGS A14015ENC101014&GBLLETIN1014 for . I gable wind bracing requirements. • O. 08 r • i Laterally brace chord above/below filler at 24"OC (or as designed)including a lateral brace on chord ! fr directly above/below both ends of filler(if no j .S T 0 rigid diaphragm exists at that point) ..:4‘4 ,1 4Q, Fss/o..,,... G COA#0 IVAI�,,,r�d` 1 05/12/2016 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fosafely practices prior to performing these functions. Installers shall provide tempora _ bracing per B SI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottomchord shall have a pro attached maid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply 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 Build na1 Components Group Inc.,shall not be responsible for any deviation from this draw nng,any failure to build the „ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braang of trussesA seal on this drawing or cover page 2400 Lake OrangeDr. listing this drawing indicates acceptance of proTesstonal 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 150 For more information see this job's general notes page and these web sites ALPINE'.www al ineihv.com.TPI:www I nst org. www.sbandu Orlando FL,32837 9 P 9 P P1 4 stry.com;ICC:www.i0csefe.org Job Number: B44298a Ply: 1 SEQN:668826/T1 COMN Cwt R857 JRef:1VQL8570001 DUSTIN BROWN Qty. 4 FROM:RJL DnvNo: 133.16.0846.10373 Truss Label: D2 217"8 Common SSB / WHK 05/122016 ! 5.474 10'912 ! 16210 21713 5'4'14 5'414 5'414 + 5'414 I .4X4 0 ii 12 /44 '33X4 0 ro rltisx3 91.'3x3 T. F L r2 .111 .13111 'G 113X6 =3X4 =3X4 A.3X4 93X6 F'1,5, i 72 8 I 474 ! 77'4 I T2'8 T213 119'12 14'5- 2178 A Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefICSI Criteria ♦Maximum Reactions(fibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in Ioc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.035 H 999 360 K 1057 /87 /434 /- /159 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT Risk Category:II VERT(TL): 0.063 H 999 240 G 959 /67 /378 /- /- /5.5 BCDL: 10.00 Snow Duration:NA HORZ(LL):0.021 F - - Wind reactions based on MWFRS EXP:B Des Ld' 40.00 Mean Height:15.00 ft HORZ(TL):0.038 F - - K Min Brg Width Req= 1.5 NCBCLL 10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:5.2 pas Bldg Code: FBC 2014 RES Max TC CSI: 0.290 Bearings K&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std:2007 Max BC CSI: 0.491 Members not listed have forces less than 375# Sparing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.690 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 C-0 252-1073 0E 264 -1083 Lumber Value Set:138(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1 Bot chord 2x4 SP#1 K-J 865 -112 I-H 652 -28 Webs2x4SP#3 J-I 652 -28 H-G 877 -114 Lumber value set"13B•'uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Bracing - (a)Continuous lateral restraint equally spaced on K-C 114-1122 D-H 422 94 member.Or 1x4#3SRB SPF-S or better"T" J-D 405 -92 E-G 141 -1126 reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Loading mNNh Truss passed check for 20 psf additional bottom -a �J Nrwit, chord live load in areas with 47'-high x 24"-wide H. 4 .'+i�� clearance. TTT•e"��•"'•_^••.....•...1� 4'� Wind I `�� ��\vt S11. A, ./0 4Wind loads based on MWFRS with additional C&C J4�• •' ,•'tmember design. (J. 089.) • • _ • kit i• r: . fi S T . 0 : s �130;%/.1.• .•c. 1}` , . -r •.•''�``1 •••••u••.•: COA#0 °Si0Na G 600. 05/12/2016 '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)fo safety 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 bottomchord shall have a properly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A/4116 LPINEdrawings 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 _wry,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braang of trussesA seal on this drawing or cover page 2400 Lake Orange,,,,,c0...., Dr. listing this drawing,indicates acceptance of pro-fesslonar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sees: ALPINE-www alpineitw.com:TPI www trans/org;SBA wwwsbcindustry corn,ICC,www iccsafe org Job Number: 844298a Ply: 1 SEON:668836/T5 HIPM Cust R857 JRet 1VOL8570001 DUSTIN BROWN Qty: 1 FROM:RJL DrwNo: 133.16.0846.11837 Truss Label: D3 21718 Mono Hip SSB / WHK 05/12/2016 8914I 85 9 I 13'44 I 217 8 I 89'14 1711 41011 634 Xe T3 125 — 12 IN L4ii1 :K J I H 6 13706 =3X4 =3x4 ■3x4 1366 erre 5'3819'6 834 1S 1 6131 I 11712 I 154 217-6 1 Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) Dell/CSI Criteria ♦Maximum Reactions(lb.) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed:130 mph Pf:NA Ce:NA 0.027 C 999 360: VERT LL BCLL: 0.00 Enclosure:Closed VERT(LL): 983 /- /393 /- /128 /5.5 Lu:NA Cs:NA VERT(TL): 0.051 C 999 240 G 884 /80 /393 /- 1- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HO EXP:B RZ(LL): 0.008 G Wind reactions based on MWFRS Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):0.016 G - - K Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.641 Bearings K&G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.605 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.608 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 B B.C 118-1038 D-E 116 -633 - — C-D 96 -692 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1:T3 2x4 SP SS Dense: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 -. Webs 2x4 SP#3:W6 2x4 SP#1: ,1-I 782 -289 H-G 459 -136 Lumber value set"13B"uses design values I-H 782 -269 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T" B-K 189 -926 E-H 503 -72 reinforcement.80%length of web member.Attached B-J 757 -6 E-G 215 -724 with 8d Box or Gun(0.113"x2.5".min.)nails @ 6"OC. C-H 175 -425 (b)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better'T'reinforcement.80% length of web member.Attached with 16d Box or Gun 6NnlrMprh (0.135"x3.5",min.)nails @ 6"OC. P� H. r�/,o, 49, e•\)C •,S�./1�,.' ` Wind `}�` V •i- Wind loads based on MWFRS with additional C&C a.�_♦ E ` •� 0 , member design. ••. ; ` Right end vertical not exposed to wind pressure. • o. 0841 • ■ - * • ,ak• SATO 4 ■ F - 1)0� ■4(t , -tr :••'e`a�w4e fit" G CO Ems. 05/12/2016 ��" "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 fabricating, fsafety practices prior to performing these functions. Installers shall provide temporary bracing per.BCSI.Unless noted orherwlse,top chord shall have properly attached structural sheathing and bottom chord small have a property attached naid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE ' W Alpine,a division of ITBuild'nggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1.or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake OrangeDr .- listing this drawing indicates acceptance of proresstonaf 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 150 �� FL,32837 For more information see this job's general notes page and these web sites. ALPINE. www.alpmeitw.com;TPI:www.lpinsl.org.SBCA:www.sbci dustry com;ICC. www.iccsafe.org • Job Number: 844298a Ply 1 SEQN:658831 /T12 SPEC Gust:R857 JRef: 1VQL8570001 DUSTIN BROWN Qty. 2 FROM:RJL DrwNo: 133.16.0846.13270 Truss Label: D4 2178 Mono Hip 7e SSB / WHK 05/12/2016 ten1 "Pe I 174 21? 21 1 { ere 1V4 41011 7P12 leer Oyr,F D. 12 13� c eV �•` •1 _ m L T1400111101 WB P 'ttlm �I B 1 ' /I s w d lie it. ,° 1 K!ip, 1 03 67510 =3%e 11306 1-ro I 8112 ! 8112 _- i ee i er1 12T 21? I FR ail Loading Criteria(pet) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(lb.) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell IA Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.394 J 648 360 K 1057 /- /498 /- /128 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.722 J 353 240 G 1049 /77 /404 /- /- Risk Cat II /5.5 BCDL: 10.00 �� Snow Duration:NA HORZ(LL): 0.392 H Wind reactions based on MWFRS EXP:B Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):0.719 H K Min Big Width Req= 1.5 NCBCLL.10.00 Code l Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 5.5 TCDL:5.0 psf Bearings K&G are a rigid surface. Soffit 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.941 n9 9 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std:2007 Max BC CSI: 0.886 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.950 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 B-C 855 4793 D-E 109 -740 Lumber -C-D 89 -802 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1:T1 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1:B2 2x4 SP M-30: B32x4SPSSDense: J-I 3516-1016 I-H 549 -140 Webs 2x4 SP#3:W2,W3,W6 2x4 SP#1: :Rt Bearing Leg 2x6 SP#1: Maximum Web Forces Per Ply(lbs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-K 346-1005 E-H 212 -834 Bracing B-J 3275 -670 G-H 785 -148 (c)Continuous lateral restraint equally spaced on J-C 3414 -936 F-G 785 -148 member. C-I 949-3171 F-G 434 -1537 (b)Continuous lateral restraint equally spaced on I-E 569 -51 member.Or 2x6#3 or better'T'reinforcement.80% length of web member.Attached with 16d Box or GunnleHrllrrrN� 1 (0.135"x3.5",min.)nails @ 6"OC. ,40:‘,A 4''',. (a)Continuous lateral restraint equally spaced on �� V."'1111•; •1 f'4, member.Or 2x8#3 or better'T'reinforcement.80% t*``}_ p•' •••frit**, '6 length of web member.Attached with 16d Box or Gun t.,._�:•#eN\GE s7� o '� (0.135"x3.5",min.)nails @ 6"OC. �+•• v �• 3 Loading • 0. 08. 1g i I Truss passed check for 20 psf additional bottom E chord live load in areas with 42"-high x 24"-wide * • clearance. S _ Wind A:.".....4".4...1. S •T- Of 3 Wind loads based on MWFRS with additional C&C 9G••y�� '•. • �{�r member design. �CO 460N •••"•••�t•.•• ���i' Right end vertical not exposed to wind pressure. 4 tN A dryOr "%% 40.a„»r„rr 05/1212016 "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 pnor to performing these functions. Installers shall pprovide temporary bracing per BCSI.Unless noted olherwtse,top chord shall have properly attached structural sheathing and bottom chord stall have a progeny attached ngid ceiling. Locations shown for permanent 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 JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .o truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake OrangeDr. listing this drawing indicates acceptance of pro esstonar 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 150 Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE:www alpinedw corn:TPI:www.tpinst.org;SBCA www.sbcindusbm,y.coICC:www.icesare.org • Job Number. 644298a Ply. 1 SEAN:668834/T10 HIPM Cust:R857 JRef• 1VOL8570001 DUSTIN BROWN Qty 4 FROM:RJL DrwNo: 133.16.0846.14720 Truss Label: D519'5"Mono Hp SSB / WHK 05/12/2016 I s71 es91 tar• 1 19V I s7 aes 410-11 6V12 .Site 821? 1• F — 128'I1TA1I 12 r OVA %MI 113%6 6'7.12 6'1.12 6? f-7Si_ 67,1 I 127 I 19V A Loading Criteria(per) Wind Criteria IR Snow Criteria(Pg.Pf in PSF) DefVCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell L/8 loo R /U /Rw I Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.328 I 710 360 J 961 /- /462 /- /128 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(L): 0.612 I 380 240 BCDL: 10.00 Risk Category:II G 926 /64 /383 /- /- /5.5 Snow Duration:NA HORZ(LL):0.345 G - Wind reactions based on MWFRS Des Ld: 40.00 EXP:B HORZ(TL):0.643 G - - J Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Heigh:15.00 ft TCDL:3.0 psf Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 I Soffit: 0.00 BCDL:5 5 22BearinsJ&Gareari psf Bldg Code: FBC 2014 RES Max TC CSI: 0.782 9 rigid surface. Loed Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.822Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.926 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Vec 15.01.01C.0611.00 B-C 753-3316 D-E 78 -580 Lumber C-0 58 -642 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1:T1 2x4 SP M-30: Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3:W2,W3 2x4 SP#1: I-H 3073 -918 H-G 413 -113 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Bracing - (b)Continuous lateral restraint equally spaced on B-J 326 -911 C-H 875 -2845 member.Or 1x4#3SRB SPF-S or better"T" B-I 2850 -578 H-E 535 -60 reinforcement.80%length of web member.Attached I-C 3008 -844 E-G 219 -801 with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. (a)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80% length of web member.Attached with 16d Box or GuntHntr ist (0.135"x3.5",min.)nails @ 6"OC. /11 H. �r„'irylLoading e�•••E•••.•• o? , Truss passed check for 20 psf additional bottom �G s .•cchord live load in areas with 4Z'-high x 24"-wide •• clearance. • • r. W • o. 08 r 1 ind • - .; Wind loads based on MWFRS with additional C&C * : . 1 member design. • Right end vertical not exposed to wind pressure. A\ S AT• 0 • Q• a' F CO IT"/trw J eat,�,'L0. 05/1212016 w � **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 poor to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwisetop chord shall have proper)Y_attached structural sheathing and bottom chord snail have a property attached Haid 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or over page 2400 Lake OrangeDr. listing this drawing,indicates acceptance of proTessiona!engineering responsibility solely or 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 150 Oiiando FL,32837 For more information see this job's general notes page and these web sites ALPINE. www.alpnedw.com,TPI www tpinst mg;SBCA.www.sbcindustry.com;ICC:www.iccsafe.org • • Job Number: B44298a Ply 1 'SEAN 668841 /T4 GAEL Gust:R857 JRef:1VQL8570001 DUSTIN BROWN thy 1 FROM:RJL DrwNo: 133.16.0846.20263 Truss Label: D6-SG 19'5"Mono Hip SSB / WHK 05/12t2016 4112 ! 049 I 134•. _ 1573 m 41.12 4213 4'11'11 57 I—7—I (r/o) 103X4 -axe Y I' 12 ,00 :.0 : ...., . , __..__ 0 ,(.) L A dl- �� I Sri i---5712 1 1354 1 l-re ! 175 T 135 I lift l Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefVCSI Criteria •Maximum Reactions pin).or•iPLF TCU.: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell UV Loo R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.107 F 999 360 Enclosure:Closed S' 174 /- /13 /- /- /55.0 .5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.205 F 805 240 Jr,A222 /- /137 /- /- 15.5 BCDL: 10.00 Risk Category:II Snow Duration:NA - EXP:B HORZ(LL): 0.074 F N 631 160 1261 /- /- 15.5 Des Ld: 40.00 Mean Height 15.00 ft HORZ(TL):0.142 F - - R /123 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.514 S Min Brg Width Req= - BWF 5.2 psf AA Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.462 N Min Brg Width Req= 1.5 Spadng:24.0" C&C Dist a 3.00 ft Rep Factors Used:No Max Web CSI:0.243 Bearings S,AA,&N are a rigid surface. Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) GCpi.0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) Q-P 894 -275 O-N 445 -138 Top chord 2x4 SP#1 P-O 447 -137 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(lbs) Lumber value set"136"uses design values Webs Tens Comp Webs Tens. Comp. approved 1/30/2013 by ALSC Q-W 125 -451 X-N 178 -577 Bracing (a)#3 or better scab reinforcement.Same size&80% length of web member.Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6"OC. Plating Notes All plates are 1.5X3 except as noted. Nlniul Loading \P6)1)........../;Z:Hkµi Gable end supports 8"max rake overhang.Top � .1... .` GE.. • . c chord must not be cut or notched. ` ye�e . • �l. �� Wind :•�. •• Wind loads based on MWFRS with additional C&C • member design. ; O. O8 Right end vertical not exposed to wind pressure. * i i • Additional Notes e S •T = 0 � a' See DWGS A74015ENC101014&GBLLETIN1014 for �.e � �•F gable wind bracing requirements. e. ,, , ig Laterally brace chord above/below filler at 24"OC ' �(`ewe`�•�,••••% a�• (or as designed)including a lateral brace on chord ��yQ-..yn Nv directly above/below both ends of filler(if no CO 0NA1- �' rigid diaphragm exists at that point) r1ef`p 05/12/2016 "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 olherwise,top chord shall have properly attached structural sheathing and bottom chord stall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCI sections B3,B7 or tt10 as applicable. Applylates to each face of truss and position as shown above and on the JolnFDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW Build1in33Components 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 page2400 Lake Orange Dr. listing this drawing,indicates acceptance of prUfessionar engineering responsibility solely for the desi n shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sgec.2. Suite 150 For more information see this lob's general notes page and these web sees: ALPINE' *VW.aipineitw.com;TPI.www.tpinst.org;SBC A:www.sbcindustry.com.ICC: www.iccsafe.org Orlando FL,32837 • Job Number. B44298a Ply: 1 SEQN:668867/T18 COMN•Cust R857 JRet 11/018570001 DUSTIN BROWN Qty. 12 FROM:RJL DrwNo: 133.16.0846.21817 Truss Label: El 15'6"Common SSB I WHK 05/12/2016 4'0"4I T9' I 11'5'12 I 106" 4'0'4 3'5'12 3'8.12 4'0'4 114X6 _ D g1 II 12 / 4 13X4 11 0 6 nI Itjillill et 4 /63X4 03X4 -(- /3X4 g �3X1 ; o A '� 12 \I r , G L' '-"H 14X6 114X6 03-4I 1' 0 4 10'1 I 33'4 I—1.5--i I I 1 5 -I 3'8'12 T9- 11`8'4 15'0'8 5 5 e' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg.Pf in PSP) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell L/# Loc R I U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.130 J 999 360 L 760 /55 /341 /- /134 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.254 J 731 240 H 760 /55 /341 /- /- /5.5 BCDL: 1000 Risk Category:II Snow Duration:NA HORZ(LL): 0.182 H - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:B HORZ(TL):0.356 H - - L Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL 10.00 Code/Misc Criteria Creep Factor. H Min Brg g Wi dth Req= 1.5 TCDL:3.0 psf rigid surface. Soffit: BearingsL&H are a 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.201 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.345 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.799 Loc.from endwall:Any FT/RT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 B-C 230-1637 D-E 80 -2165 Lumber C-D 79-2165 E-F 231 -1637 Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 --- - Webs 2x4SP#3 K-J 1630 -126 J-I 1630 -135 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C B L 230 -722 J-E 424 129 member design. B-K 1344 -87 E-I 81 -418 K-C 70 -418 I-F 1344 -117 C-J 424 0 F-H 214 -722 D-J 2097 0 N111e1wp Nr% H. ir.%it,,, .� Ef�.' ' 1 ; o. 08. 1 '* ; 1 • S 'T ' 0 :Qf ..4:4 . —ta...•/���if codfOtg,t, ONA4 EN��'`' Llrerity 05/12/2016 **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)fr safety practices poor to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall haves properly attached rigid ceiling locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 610, as applicaBe. Apply orates to each face of truss and position as shown above and on the JomfDetails, unless noted otherwise. Refer to Refer 160A-Z for s andard plate positions. A LFI A 1 E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the �1 r V C+ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of prolessionar engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 �� FL,32837 For more information see this job's general notes page and these web sites.ALPINE. www.alpine1w.com;TPI.www.tpinst.org;SBCA:www soandustry.corn:ICC.www.tccsate.org Job Number: 844298a Ply: 1 SEQN:668869/719 COMN Cust R857 JRef: 1VOL8570001 DUSTIN BROWN Qty. 5 FROM:RJL DnvNo: 133.16.0846.23130 Truss Labe(: E2 15'4"Common SSB / WHC 05/12/2016 I 4'74 I 7Y 11'x,2 I 15W I 4'0'4 3'812 3'8'12 3174 117(8 _ D Iii T 'I /3E4 ‘3x4c 0s /'i:. Ilan `\ F T �� H 3)a Q e %3K4�� T So A I/ 12 `� E L1 K' ' r3 13X4 12X3 1- 1'S'-i I 39'4 I 40'4 I 40'4 I 39'4 - � • 1.," 39'12 79- 11'9-4 15'78 X8 '51 13.4" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pt 31 PSF) DefVCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loo R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.123 I 999 360 K 757 /- /339 /- /119 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT 0.248 I Risk Category:II m'): 742 240 G 655 /- /286 /- /- /3.5 BCDL: 10.00 Snow Duration:NA HORZ(LL):0.174 G - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:B HORZ(TL):0.350 G - - K Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor.1.5 G Min Brg Width Req= 1.5 TCDL:3.0 psf Soffit: 0.00 BCDL:5.2 psfBldg Code: Bearings K&G area rigid surface FBC 2014 RES Max TC CSI: 0.202 g Load Duration 1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.343 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.793 Members not listed have forces less than 375# Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Maximum Top Cmp. Forces Per Ply(lbs) hor GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 B-C 223-1629 D-E 149 -2149 C-D 139-2147 E-F 224 -1605 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs2x4SP#3 J-I 1622 -180 I-H 1614 -177 Lumber value set-13B"uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind Wind loads based on MWFRS with additional C&C B-K 220 -719 I-E 423 -90 member design. B-J 1338 -126 E-H 93 -436 J-C 85 -415 H-F 1319 -148 C-I 416 0 F-G 118 -622 D-I 2081 -74 M H :le • � N % ` • O. 0 8 r 1 , • 71 't* i i . rft S T . 0 • ,p � R • :Fs,~ ..,••••"s con 0NAI , 05/12/2016 "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 SCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing anbottom chord shall have a proper! attached Heid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinq_Installed per BCSI sections B3,B7 or B10Y /41116 as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE- Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ANflINCOWAN! truss in conformance with ANSI/IP'PI 1,or for handling,shipping.installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the des i n 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 150 Orlando FL,32837 For more information see this job's general notes page and these web sites'ALPINE www.aipinemv corn:TPI www tpinst.org;SBCA.www.sburWustry corn;ICC. www.iccsafe.org • Job Number: B44298a Ply: 1 SEQN:668871 /T17 COMNI Cust R857 JRef 1V0L8570001 DUSTIN BROWN Qty 1 FROM:RJL 'DrwNo 133.16.0846.24487 Truss Label: E315'4"Common SSB / WHK 05/12/2016 7g• I 15,4- ---1 7'9" 77' 1114X110 C T 1 12 8 m m 63X4 t13X D T400000000,34113X4 �. ii T �� _ 1t- A ! 1 e'=� F 1113X8 •3X10 R2X4 " 77" I-1.5 j I 154 j 7.9- 15'4" Loading Criteria(pat) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(bs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Dedecliolt in loo Udell L. Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed:130 mph Pf:NA Ce:NA VERT(LL): 0.012 F 999 360 G 726 1- /322 /- /119 /5.5 BCU.: 0.00 Endosure:Closed Lu:NA Cs:NA VERT(TL): 0.022 F 999 240 E 624 /- /264 I- I- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.002 D - - Wind reactions based on MWFRS EXP:B Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):0.004 D - - G Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Criteria Code/Misc CritCreep Factor:1.5 E Min Brg Width Req= 1.5 srigid Soffit 0•0.00Bearin G&E are aid surface.BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 g9 Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.576 RepFactors Used:No Max Web CSI:0.230 Members not listed have forces less than 375# Sparing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FT/RT:20(0)!1O(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 B-C 141 -660 C-D 142 -6x52 Lumber Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(lbs) Top chord 2x4 SP#1 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 SP#1 B-G 213 -664 F-D 400 -22 Webs2x4SP#3 B-F 401 -31 D-E 141 -564 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. Mttlllglf Nrggrrr/5; h . h" %,, o. 08, 1 _ 41r t, • • a - • it • ia, S 'T ' O •lic4c. $ • c� oe 44, acs, ••...r,...•• �� con INA%. meirw- 05/12/2016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary braving per BCSI..Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint Of webs shall have bracingq installed per BCSI sections B3,B7 or 810, .4111 as applicable. Appplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingomponents 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 braang of trussesA seal on this drawing or cover pagye 2400 Lake Orange Dr listing this drawing indicates acceptance of professlona engineering responsibility solely for the design shown. The suitability and use of this drawing for ny structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Suite 150 For more information see this job's general soles page and these web sites ALPINE. www.alpinedw.corn;TPI.www.tpinst orq;SBCAww. www.sbandustry.com;ICC:wiocsafe.org Orlando FL,32837 Job Number. 844298a Py: 1 SEON:668873/T11 COMN Cust:R857 JRef: 1VQL8570001 DUSTIN BROWN Qty 1 FROM:RJL DrwNo: 133.16.0846.25750 Truss Label: E415'4"Common SSB / WHK 05/1212016 ' 1'1'4 I 8'8'9 151- 1'1'1 41.4 677 111x8 D 111.5X3 li1111=11111111!1„ — 1 ,C/ t. 8 it 61.5X3 B A , U1 - D4 '=3X1 113X6 I—1'S'-.±-- Mean ' 69095 A 8'59 15'{• Loading Criteria(pst) Wind Criteria Snow Criteria(Pg.Pf in PSF)l Def1ICSl Criteria ♦MaltMum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg NA Ct:NA CAT:NA PP Deflection in loc Udell US Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.013 G 999 360 H 726 /- /355 /- /88 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.025 G 999 240 F 624 /59 /272 !- 3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.006 F Wind reactions based on MWFRS EXP:B Des Ld: 40.00 HORZ(TL): 0.011 F - - H Min Big Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:3.0 psf Bearings H&F are a rigid surface. Soffit 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.518 9 9 Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.634 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI.0.599 Loc.from endwall:not in 9.00 ft FT/RT:20(0)!10(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 C-D 100 -529 Lumber Maximum Bot Chord Forces Per P (lbs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1 Botchord2x4SP#1 H-G 463 -199 G-F 383 -123 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing H-C 25 -599 D-F 179 -564 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T' reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Wind Wind loads based on MWFRS with additional C&CN1Mlfrrhhrh mem r Rightbend vertical not exposed to wind pressure. \, "�.s••••..••�1/Q '4. • • o.708.9 t kk 's • z, S •T ; O i .Ett. i- lik<MPA...N,P..4 I -1` ...**44.'l COA' ON " % Ai a` 05/12/2016 "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)fOrsafety practices prior to performing these functions. Installers shallpprovide temporary bracing perBCSI._Unless noted olherwise,top chord shall have property 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 SCSI sections B3,B7 or B10, as applicable. Appplates to each face of truss and position as shown above and on the Joints Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildinaComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the v,m, „Mx co truss in conformance with ANSI/!PI 1,or for handling,shipping,installation and bracing of_trussesA seal on this drawing or cover page.. 2400 Lake Oran a Dr. listing this drawing indicates acceptance of proressionar engineering responsibility solely for the design shown. The suitability 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL.32837 For more information see this job's general notes page and these web sites. ALPINE: www.alpineitw.corn.TPI:www.tpinst.org:SBCA www.sbdndusrry.com;ICC:www.iccsare orq Job Number. B44298a Ply 1 SEQN 668878 /T13 COMN Cusk R857 JRef:1VQL8570001 DUSTIN BROWN Qty. 1 FROM:RJL DrwNo: 133.16.0846.27100 Truss Label: E515'4"Common SSB / WHK 05/12/2016 I 544 I 10'9'9 l __ __154 5'44 5'44 4'7'7 a;4x4 ■1.5X3 r b E 12 -c° F. iiTHIll -- e/A1AN e - G 113X4 w3X4 11358 Tr 15W" Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSFJ DeflICSZ Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell L/# Loc R I U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 360 H 726 I_ /360 I_ /106 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.028 G 999 240 Risk Category:I I F 624 /58 /291 /- I- /3.5 BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.006 C - - Wind reactions based on MWFRS EXP:B Des Ld: 40.00 Mean Height:15.00 ft --- HORZ(TL):0.012 C - - H Min Brg Width Req= 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 TCDL:3.0 psf Bearings H&F are a rigid surface. Soffit: 0.00 BCDL:5.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.262 g Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.629 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.577 Members not listed have forces less than 3758 Loc.from endwall:not in 9.00 ft FTlRT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 C-D 102 -580 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 H-G 482 -198 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing H-C 0 -610 D-F 197 -516 (a)Continuous lateral restraint equally spaced on G-D 405 -95 member.Or 1x4#3SRB SPF-S or better"T' reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Wind Wind loads based on MWFRS with additional C&C member design. ` HRight end vertical not exposed to wind pressure. •..•••••.•.•f *%SiIIUI4IIIINIISUV/I ��Y.•\>C,E SF .Q %: • o. 08,1 • x s. , T. S 'T ' 0IQ liSii:;.*.Pi. t -i '. + Wel COA UNAL. . 05/12/2016 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safely practices prior to performing these functions. Installers shallsirovide temporarryy bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached niid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections 63,B7 or tttt10, as applicable. Applplates to each face of russ 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 truss in conformance with ANSI/TPI1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over page2400 Lake Orange Dr listing this drawing,indicates acceptance of roressionaf engineering responsibility solely for the design shown. The sLKalaity and use of this ewing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL.32837 For more information see this job's general notes page and these web sites ALPINE-www.alpmedw.com.TPI:www.lpnst org.SBCA. www.sbondustry corn,ICC:www.iccsate.org • Job Number:844298a Ply 1 SEON 668880 /T14 COMN'Gust:R857 JRef 1VOL8570001 DUSTIN BROWN Oty 1 FROM RJL DrwNo: 133.16.0846.28380 Truss Label: E615'4"Common l SSB / WHK 05/12/2016 ars ,las we r4-4 I 84.4 I rrr ..p r2)E, \12-1 — 12 a p m i chest• T 40104 A rax. 4.•x. e )--,s- j 7g I 1 g > ,Ee Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSf) DeflICSI Criteria ♦Maximus Reactions(Ilya) TCLL: 25.00 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: 5.00 Speed:130 mph Pf:NA Ce;NA VERT(LL): 0.019 C 999 360 H 726 I_ /361 I_ /122 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.035 C 999 240 F 624 /56 /313 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.009 C - - Wind reactions based on MWFRS EXP:B 0.017 C - - H Min B Width R 1.5 Des Ld: 40.00 Mean Height:15.00 ft Hreep Fa . F Min Brg Width Req 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 r9 eq= TCDL:5.23.0 psf Bearings H&F are a rigid surface. Soffit: 0.00 BCDL: psf Bldg Code: FBC 2014 RES Max TC CSI: 0.404 Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.628 Members not listed have forces less than 375# Spacing:24.0" CAC Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.650 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01C.0611.00 C-D 109 -599 Lumber Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Top chord 2x4 SP#1 Bot chord 2x4 SP#1 H-G 478 -189 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing H-C 0 -581 D-F 236 -563 (a)Continuous lateral restraint equally spaced on G-D 548 -166 member.Or 1x4#3SRB SPF-S or better"T" reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. Wind Wind loads based on MWFRS with additional C&C ,tourruniMiNyrb� member design. r H �h41,,f Right end vertical not exposed to wind pressure. r•w......,''•• /��i�4 '4;�• >CE Sir ••'0' ., o. 08, 1 • (6.* ' •be V . . pts S •T: O i • •/), 141,44::: p, COA `lay. iloininsernam- 05/12/2016 **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 ond SBCA)td'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 bottomhord shall have a properly attached noceiling. 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 truss in conformance with ANSI/T PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional 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 150 Orlando FL.32837 For more information see this job's general notes page and these web saes:ALPINE. www.alpinedw com.TPI. www.tpmst.org.SBCA_www.sbundustry.com:ICC. www.iccsafe org • Job Number B44298a Ply: 1 SEON 668883 /T16 COMN Cust:R857 JRef 1 VOL8570001 DUSTIN BROWN Qty 1 FROM:RJL DrwNo: 133.16.0846.29850 Truss Label: E7 15'4"Common SSB / WHK 05/12/2016 rf• es-I Ife9 19 7.44 I IV12 •29 l 1308 1W e F ,4I } •1 1 H 1204 =2x10 •yeO I.-1T 1 TN i 7.0.12 l TN 154 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell LI# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.027 C 999 360 I 726 /- /358 /- /140 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.051 C 999 240 G 624 /54 /340 /- I- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL):0.012 C - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:B HORZ(TL):0.024 C - - I Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria CreepFactor.1.5 G Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Bearings I&G are a rigid surface. Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.573 Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.593 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.940 Members not listed have forces less than 375# P 9: Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:not in 9.00 ft 1 FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 I WAVE VIEW Ver.15.01.01C.0611.00 B-C 0 -674 D-E 140 -658 —C-D 114 -698 Lumber Value Set:136(Effective 6/1/2013) Maximum Web Forces Per Ply(lbs) Top chord 2x4 SP#1 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3 W42x4SP#1: B-I 102 -669 H-E 752 -265 Lumber value set"13B"uses design values B-H 432 0 E-G 373 -790 approved 1/30/2013 by ALSC C-H 247 -506 Bracing (a)Continuous lateral restraint equally spaced on member.Or 1x4#3SRB SPF-S or better"T' reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. (b)Continuous lateral restraint equally spaced on member.Or 2x4#3 or better'T'reinforcement.80% length of web member.Attached with 16d Box or Gun w1nlrMlim,n n9 (0.135"x3.5",min.)nails @ 6"OC. `P� FC L �/� Wind ��i'\>0t S•" Cl. fL,- Wind loads based on MWFRS with additional C&C ••' V •. member design. ; • !z Right end vertical not exposed to wind pressure. • o.708. l • '* : . ,:ss. S •T - 0 :6.. i -\-A: ; . NG COA>i>)l E ,6, vilimwmw-- 0912/2016 "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 ship ng,installing.and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)ror 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 permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE 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 w,mvcd+wA+ truss in conformance with ANSIII PI 1,or for handling,shipping,installation and bracing of trussesA Seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of pro-fesslonaT engineering responsibility solely for the design shown. The su btllty 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Suite�l�FL•32837 For more information see this job's general notes page and these web sites ALPINE www.alpneitw.com.TPI:www.tpmst org.SEICA www.socindustry com;ICC.www.Jccsafe.org Job Number: 944298a Ply. 1 'SEQN:668885/T27 COMN Gust:R857 JReI. 1 VQL8570001 DUSTIN BROWN Qty 1 FROM:RJL DnvNo: 133.16.0846.31473 Truss Label: E815'4"Common SSB / WHK 05/12/2016 rvrtre4. 7V12 1 rl err A 112E3 E IPEA:M7 b e M s3X• 1. w I` _ - u a _ IIVA EVA 113X11 N is �sv I ter I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Dei@CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell L#/ Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 360 �) H 726 /- /357 /- /146 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.026 G 999 240 F 624 /54 /349 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 E - - Wind reactions based on MWFRS EXP:B Des Ld' 40.0040.00Mean Height:15.18 ft HORZ(TL):-0.011 E Brg Req= 1.5 NCBCLL 10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.928 . Bearings H&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:>2h TPI Std: 2007 Max BC CSI: 0.632 RepFactors Used:No Max Web CSI:0.890 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:not in 9.00 ft FTIRT:20(0)/10(0) 1 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 B-C 0 -668 Lumber Value Set:136(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 G-F 460 -170 Webs 2x4 SP#3 Lumber value set"13B"uses design values Maximum Web Forces Per Ply(lbs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Bracing B-H 95 -667 C-F 221 -596 (a)Continuous lateral restraint equally spaced on B-G 419 0 member.Or 1x4#3SRB SPF-S or better'T' reinforcement.80%length of web member.Attached with 8d Box or Gun(0.113"x2.5",min.)nails @ 6"OC. (b)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better'T'reinforcement.80% ��,�tq length of web member.Attached with 16d Box or Gun ,tr^ mierNMpyr (0.135"x3.5",min.)nails @ 6"OC. P1,p H, k°w, Wind r•••pu••••.• /�/�`G Wind loads based on MWFRS with additional C&C r `� •Nire�\>vE 'SF••••0 G member design. I Akie• :# Right end vertical not exposed to wind pressure. o.708, 1 t • •• s * • AL• S T . O •Qi siviz.% p, con's iib itum- 05/12/2016 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fesafety practices prior to performing these functions. Installers shall provide temporary bradnq per SCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracingqj�nstalled per BCSI sections B3,67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positrons. Alpine,a division of ITW Building_g omponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AWAY COMPANY truss in conformance with ANSVT 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of protessionaf 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 150 Orlando FL,32837 For more information see this job's general notes page and these web sites:ALPINE www alpineilw tom;TPI. www.tpmst.org;SBCA:www.sbandustry.com.ICC: www.iccsafe.org Job Number: B44298a Ply 1 SEON:668823/17 GABL Cust:R857 JRef: 1VOL8570001 DUSTIN BROWN Qty 1 FROM:RJL DrwNo: 133.16.0846.33200 Truss Label: G1-G 14'Gable SSB / WHK 05/122016 r 13'6-e 1p' ! 688 + 6'8^6 -13'e I-1' {-2—I ( ) =44 F 1Z 8 03X4 6714 A Ni B 1: s PPP- 12(4 R 3X4 a3X4?X4 ! vs I 14 14' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) DeflCSI Criteria ♦Maximum Reactions(Ms),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in hoc Udell L/# Loc R /U /Rw /Rh 1 RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 E 999 360 S' 132 /26 /42 I- /11 /168 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT Risk Category:II (TL): 0.003 E 999 240 Wind reactions based on MWFRS BCDL: 10.00 e9 ry Snow Duration:NA HORZ(LL):-0.002 D - - S Min Brg Width Req= - EXP:B Des Ld: 40.00 Mean Height:15.00 ft HORZ(TL):-0.003 E - - Bearing S is a rigid surface. NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.258 I Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Maur BC CSI: 0.026 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.093 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1.5X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookers and Badding load not to exceed 7.00 PSF one face and 24.0"span opposite face.Top chord must not be cut or notched. µhintriturlil/r0,4p 0 e.0 H. ' Wind .� �r ....•••. ��/''i4 Wind loads based on MWFRS with additional C&C member design. `�� •: •'•� Additional Notes • See DWGS A14015ENC101014&GBLLETIN1014 for O.708• s gable wind bracing requirements. • • • `r ,01 COA' ION AL EN0Mbamerioo- 'i+ 05/1212016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for 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 rapid ceiling Locations shown for rmanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,87 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 A LPI N E 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 wco+Nw truss in conformance with ANSI/l 11,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite 150 Orlando FL,32837 For more information see this job's general notes page and these web sites: ALPINE: www.alpinertw.corn,TPI:www.tpinsl org:SBCA:www sbcindustry corn:ICC. www iccsafe org Job Number. B44298a Py: 1 SEAN:668820/T3 COMNI Cust:R857 JRet: 1VQL8570001 DUSTIN BROWN Qty. 4 FROM:RJL I DrwNo: 133.16.0846.34617 Truss Label: G214'Common SSB / WHK 05/12/2016 I ---T_------ 14 T T 114X6 C �i 12 a � 1V 3X4 /3X4 I; A iii II lei 41. p............._ ... .iii c" F 113X6 =3X10 113X6 H 1.5" jT 1 4• 1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pr in PSF) De8ICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac Udell L#f Loc R /U I Rw /Rh /RL 1 W TCDL: 5.00 Speed:130 mph Pt:NA Ce:NA VERT(LL): 0.010 F 999 360 G 672 /63 /298 I- /111 /5.5 BC LL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.018 F 999 240 E 569 /43 /241 /- /- /5.5 BCDL: 10.00 Risk Category II Snow Duration:NA HORZ(LL): 0.002 D - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.003 D - - G Min Br Width R 1.5 Des Ld: 40.00 Mean Hei ht:15.00 ft NCBCLL: 10.00 TCDL:3.0 psf Creep L) g g Code/Misc Criteria Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 0.00BCDL:5.2 psf Bldg Code. FBC 2014 RES Max TC CSI: 0.525 Bearings G&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.480 Rep Factors Used:No Max Web CSI:0.190 Members not listed have forces less than 375# Sparing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)110(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _. Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 B-C 156 -595 C-D 152 -991 Lumber Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Top chord 2x4 SP#1 Bot chord 2x4 SP#1 B-G 230 -616 D-E 150 -513 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. N1n1Mriluo4 o Z 0.708, 1 't* : • • 2• 41\ S •T = O •• a ibilzst:.....Az ic'acs••••..r,.• ••• G COA'si9i> ON � tee 05/12/2016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor 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 ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled 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 nwcvwun truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA Seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of proresslonar engineering responsibility solely for the dest n shown. The suability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 SeSuite 150 c.2. Oland5 FL.32837 For more information see this lob's general notes page and these web sites:ALPINE:www.alpinedw.com:TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: B44298a Ply: 1 SEQN:668865/T8 COMN Cust:R857 JRef 1V0L8570001 DUSTIN BROWN Qty 13 FROM:RJL DrwNo: 133.16.0846.36270 Truss Label: 6314'Common SSB / WHK 05/12/2016 ( 37'12 + 7 I 10'4-4 I 14' I 3T12 3'4.4 3'4"4 37'12 1114XX4 �1 12 003x4 13x4 � 6 ���8X8�� I Li v /8X4 '% �` 3XF v T i ,,3X4 X18 �3X4�� !• A %' /121 `I G �� i tI L I''''' " 114X6 14X6 (-1'S--i I 2'10'123"7"12 3'7"12_ _t 3712 2'10'12 I i-.1'5" -{ 3'4"4 T 107"12 13'6"8 .^{g Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TOLL 25.00 Wind Std ASCE 7-10 Pg:NA Ct:NA CAT:NA, PP Deflection in loc Udell U# LOC R /U /Rw /Rh /RL 1 W TCDL: 5.00 Speed: 130 mph Pi:NA Ce:NA VERT(LL): 0.087 J 999 360 L 695 /52 /312 /- /125 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.169 J 993 240 H 695 /52 /312 I- I- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.122 H - - Wind reactions based on MWFRS Des Ld: 40.00 EXP.B - HORZ(TL):0.238 H - - L Min Brg Width Req= 1.5 Mean Height:15.00 ft H Min Br Width Req= 1.5 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor 1.5 9 TCDL:5.0 psf Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.153 Bearings L&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.279 RepFactors Used:No Max Web CSI:0.639 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFTIRT:20(0)/10(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 B-C 195-1329 D-E 74 -1761 Lumber C-D 72-1761 E-F 195 -1329 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3 K-J 1320 -109 J-I 1320 -102 Lumber value set"13B"uses design values approved 1/30/2013 by ALSO Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind - Wind loads based on MWFRS with additional C&C B-L 221 -659 I-F 1075 -88 member design. B-K 1075 -58 F-H 205 -659 D-J 1678 0 notionoiv 0341 et�.;o\CE..3 � s• > F0 e• i6.. 144. o. 0811 I. * I i : • I ,o s• S •T T . O con# ONA0, 05/12/2016 "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 pnor to performing these functions. Installers shall provide temporary bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached maid ceiling Locations shown for permanent lateral restraint of webs shall have brawnyq�iinstalled per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer 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 truss in conformance with ANSII TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr listing this drawing,indicates acceptance of poro-fesstonar engineering responsibility solely for the design shown. The suifabrhty Suite 150 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 Fa more information see this job's general notes page and these web sites:ALPINE. www.alpineew.com:TPI.www.tp.nst org.SOCA.WWW.sbardustry.coon;ICC:www.iccsafe.org Job Number: B44298a Ply: 1 SEQN:668816/T36 COMN Cust R857 JRef 1V0L8570001 DUSTIN BROWN Qty. 7 FROM:RJL DnvNo: 133.16.0846.50770 Trues Label: HI 107"Common SSB / WHK 05/12/2016 5'3'8 107" F 5'3"8 -I- 5'3'8 .I -4X4 _ C 8 12 t I P =8 8 011111N o n 3X4 3X4 �B D A8lE Pl4)O6 IA4 t. Is--1 F--- -5.8 I 1� —'IV I 1'5"—1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefICS1 Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell Ug Loc R /U /RN /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pt:NA Ce:NA VERT(-L): 0.051 G 999 360 H 548 /45 /243 /- /103 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.097 G 999 240 F 548 /45 /243 /- I- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.065 F - - Wind reactions based on MWFRS Des Ld: 40.00 EXP:B HORZ(TL):0.124 F - - H Min Brg Width Req= 1.5 M Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor 1.5 F Min Brg Width Req= 1.5 Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.273 Bearings H&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.200 Members not listed have forces less than 375# Spacing:24.0' C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.346 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 B-C 75-1134 C-D 72 -1134 Lumber Value Set:13B(Effective 6/1/2013) Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Top chord 2x4 SP#1 Botchord2x4SP#1 B-H 208 -503 G-D 909 -46 Webs2x4SP#3 B-G 909 0 D-F 192 -503 Lumber value set"13B"uses design values C-G 820 0 approved 1/30/2013 by ALSC Wind Wind loads based on MWFRS with additional C&C member design. �,A{Mmflpn S'a • • if • • • o- •08, 1 s ,o't. S T . O : r . Z14 .....11 - •1‘...- •,/ Cs#�sN COAnewpw 05/12/2016 **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 S fety Information,by TPI and SBCA)fr safely practices poor to performing these functions. Installers shall provide temporary bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint of webs shall have bracincc��tnslalled per BCSI sections B3,B7 or B10, as applicable. Appplates to each face of russ and position as shown above and on the JointUetails, unless noted otherwise. Refer to A IPL NE 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 . mvcouwr+ truss in conformance with ANSI qw PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,. 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely tor the design shown. The suitability 150 Orlando and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Suite FL,32837 For more information see this job's general notes page and these web sties. ALPINE. wwwalpineitw corn:TPI. www tpinst org.SBCA:www.sbclndustry.com;Icc:www.iccsafe.org Job Number: 6442989 Ply 1 SEAN 668937 /T34 GAEL Cust:R857 JRet 1VQL8570001 DUSTIN BROWN Oty: 16 FROM:RJL DrwNo: 133.16.0847.06137 Truss Label: P81 13'10"6 Common SSB / WHK 05/12/2016 6194I 123'12 6'1'14 tir 14 =4X4 C LI IM I- u1.tX3 12392 6'1'14 + 6'1'14 6'1"14 12392 Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf n PSF) DeflVCSI Criteria ♦Maximum Reactions(lbs),or•.PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pt NA Ce:NA VERT(LL): 0.008 F 999 360 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TI): 0.016 F 999 240 Risk Category:II � ): Wind d7 ti 16 /34 /- /8 /147 reactions based on MWFRS BCDL: 10.00 e9 ry' Snow Duration:NA HORZ(LL):-0.008 F - - B Min Brg Width Req= - Des Ld: 40.00 EXP:B HORZ(TL):-0.015 F - - Bearing B is a rigid surface. NCBCLL:10.00 Mean Height:22.82 ft Code/Misc Criteria Creep Factor:1.5 Soffit: 0.00 TCDL:3.0 psf Bldg Code- FBC 2014 RES Max TC CSI: 0.463 Members not listed have forces less than 3754 BCDL:5.2 psf Maximum Top Chord Forces Per Ply(lbs)TPI Std: 2007 Max BC CSI: 0.326 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.036 Loc.from endwall:Any FT/RT:20(0)/10(0) B-C 235 -487 C-D 235 -487 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.010.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4(A1)except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes *lttuµUtIN4U, rp, � r, See DWGS A14030ENC101014&GBLLETIN1014 for `). H. /c-'y.„ gable wind bracing requirements. �••'E"••.• ./ �$s Refer to drawing PB160101014 for piggyback detail. •. •' '' `• •616 ':- Top chord of supporting truss under piggyback to be y'J •• : braced(24"O.C.,unless otherwise specified. _S` • • O. 08,1 s k. i,., i : . s-4'• S T • o r�F 11 P A �w. 0A.69• f -t` .. COA# ...4...,,.,••• Goof CsS � 1e 05/12/2016 "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,installinand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fg.safety practices prior to performing these functions. Installers shall provide tempora bracing perCSI.Unless noted oiherwise,top chord shall have property attached structural sheathing and bottom chord shall have a progeny attached naid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10 . , as applicable. Apply plates to each face 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 w mvca wu truss in conformance with ANSIITPI 1,or for handling,shipping ,installation and bracing of trussesA seal on this drawing or cover page,, 2400 Lake Orange Dr listing this drawing indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability Suite 150 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 Lb's general notes page and these web sites ALPINE.www.alpmertw.com:TPI:www.tpinst.org.SBCA:www.sbcindustry.com,ICC: www.iccsate.orq Orlando FL,32837 _ • Job Number: B44298a Ply: 1 SEAN 668940 /135 GABL Cust R857 JRef. 1VQL8570001 DUSTIN BROWN Qty 1 FROM-RJL DrwNo. 133.16.0847.15887 Truss Label: PB2 1110'6 Common SSB I WHK 05/12/2016 I 59' I 68'3 123'12 S8" ) 9-13 69' 1111.5X3 14X0X6 8 14 rmr 12 8 `o 0 0 'a 8 F , A .. .. G 111.5X3 I- 12'312 -) 6'1'14 ' 61'14 I 6r14 12.3'12 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSE) Oef11CSI Criteria ♦Maximum Reactions(lb.),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl LI1! Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.006 E 999 360 B' 87 /16 /34 /- /7 /147 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.011 E 999 240 Wind reactions based on MWFRS Risk Category:II BCDL: 10.00 Snow Duration;NA HORZ(LL):-0.005 D - - B Min Brg Width Req= - EXP:B Des Ld: 40.00 -- HORZ(TL):-0.011 0 - - Bearing B is a rigid surface. Mean Height:22.68 ft NCBCLL:10.00Creep Code I Misc Criteria Factor:1.5 TCDL:5.2 psf Soffit: 0.00 BCDL:5.2 psf Bldg Code. FBC 2014 RES Max TC CSI: 0.294 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.293 Maximum Top Chord Forces Per Ply(lbs) RepFactors Used:No Max Web CSI:0.012 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 fl — — Loc.from endwall:Any FT/RT:20(0)/10(0) B-C 189 -428 E-F 189 -428 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4(A1)except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Mmllrgry iie` •M Fi, µhAA"`' we,ry I . Refer to drawing PB160101014 for piggyback detail. V•. �� �� •.�• f%, Top chord of supporting truss under piggyback to be ; braced @ 24"O.C.,unless otherwise specified. ir 1 O. 08r1 • * ' • E AI. S T . 01 ;Q lik;°;01,,e...e.P. I ..•% .rey COA ASS ndN � 05/12/2016 "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 and SBCA)fbr safety practices pnor to performing these functions. Installers shall provide temporary bracing per SCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 610, as applicable. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. 2400 Lake Orange Dr listing this drawing indicates acceptance of prdfessionar engineering responsibility solely for the deli n shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sbc.2. For more information see this job's general notes page and these web sites:ALPINE:www alpinenw corn:TPI:www tpinst org,SBCA www.sbcmdustry.corn;ICC.www.iccsafe org Orlando FL,32837 Job Number. B44298a Ply: 1 SEON:668935/T31 GABL Cust:R857 JRef: 1 VOL8570001 DUSTIN BROWN OtIr 20 FROM:RJL DrwNo: 133.16.0847.22763 Truss Label: P83 7'Common SSB / WHK 05/122016 2'8"11 5'5.6 2'8"11 + 2'81 1 =4x4 c T B 12 !illS41 ... T V a r `a N lV B i A ii • i E jjj lI1.5x3 I' 5'5"6 I 2'8"11 2'8"11 2'81I 1 I 5'5"6 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,P(in PSF) DeflICSI Criteria ♦Maximum Reactions(Ms),or•rPLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U I Rw I Rh /RL 1 W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.000 F 999 360 B. 62 /10 /24 /- /6 /65.4 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): Rik Category:II (T ): 0.001 F 999 240 Wind reactions based on MWFRS s BCDL: 10.00 Snow Duration:NA HORZ(LL):-0.000 F - - B Min Brg Width Req= - Des Ld: 40.00 EXP:B HORZ(TL):-0.001 F - - Bearing B is a rigid surface. Mean Height:20.94 ft Code/Misc Criteria CreepFactor.1.5 NCBCLL: 10.00 TCDL:3.0 psf Soffit: 0.00 BCDL:5.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.045 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.040 Spacing:16.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.007 Loc.from endwall:Any FT/RT:20(0)110(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Lumber Value Set:136(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4(A1)except as noted. Wind Wind loads based on MWFRS with additional C&C member design. sittlim Top chord of efer to upporting truss 14 for under piggyback iggyback toail.be '"+nµhrir,�iyi iry braced @ 24"O.C.,unless otherwise specified. •,..,,. �, o. 08,10 s * a E •t S 'T : O ! Q li<*O. p. • At4j/ Fss`0."r."..•EAL NS' COA#Z � 0+p` 05/12/2016 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fOr safetyPpractices prior to performing these functions. Installers shall provide temporary bracing per SCSI._Unless noted olherwise,top chord shall have properly attached structural sheathingand bottomchord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled 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 truss in conformance with ANSI/11.1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. SuSuOrlando FL,32837 For more information see crus fob's general notes page and these web sites:ALPINE:www.alpmeow.corn.TPI:www.tpinst.org;SBCA:www.sbcirdustry.com;ICC: www.iccsate org Job Number: 644298a Ply 1 SEQN:668903/121 GABL Cust:R857 JRef. 1VQL8570001 DUSTIN BROWN Oty: 1 FROM:RJL DrwNo: 133.16.0852.25450 Truss Label: PB4 8'3"5 Common SSB / WHK 05/12/2016 21112 T6" 211.12 4.6"4 =4x4 C D T12 TT 6 .: !LPN N {wN F -m2X4(A1) G =_3X4 T6"--- 2.10" 4.4"8 2.10" 7'2"8 Loading Criteria rest) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria •Maximum Reacdons(lbs),or'=PLF TCLL: 25.00 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: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.001 C 999 360 B' 89 /15 /38 /- /8 /86.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.001 C 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - B Min Brg Width Req= - Des Ld: 40.00 EXP.B HORZ(TL):-0.002 D - - Bearing B is a rigid surface. Mean Height:20.76 ft NCBCLL: 10.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor.1.5 Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.219 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.152 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.094 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"136"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ,rprMtrllNrry"'r Right cantilever is exposed to wind � H. Refer to drawing P6160101014 for piggyback detail. l`y ee�•'•••'•'� ' .�����4 Top chord of supporting truss under piggyback to be \v , braced @ 24"O.C.,unless otherwise specified. ►�• No), •; 0. 08,1 : * • : • $• S T O ,•' •• /�` A• �t�, COA# NAS e`,,It' 05/12/2016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide tempora bracing per BCSI.Unless noted olherwise,top chord shall have property attached structural sheathing and bottom chord shall have a pr y attached rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10 as applicable. Apply Plates to each face.o ttruss 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane. 2400 Lake Orange Dr listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see thistob's general notes page and these web sites. ALPINE: www.aipineitw com,TPI:www.tpinst org.SBCA.www.sbandustry.com:ICC. www.iccsafe org • Job Number. B44298a Ply 1 SEAN.668906/120 GAEL Cust:R857 JRef 11/QL8570001 DUSTIN BROWN Qty 1 FROM:RJL DrwNo: 133.16.0852.29010 Truss Label: PB5 8'3'•5 Common SSB / WHK 05/12/2016 11"122'10" 7'6" 11"121 1'10"4 1 4'8" 12 =3X4 8 V C DE gi? A B Iubil D1 11 � I 2X4(A1) H =3X4 I- 76" 1 2'10" I 4'4"8 H 2'10" 7'2"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl Lf# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL):-0.000 C 999 360 B• 89 /14 /35 /- /3 /88.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.001 C 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 E - - B Min Brg Width Req= - Des Ld: 40.00 EXP:B HORZ(TL):-0.001 E - - Bearing B is a rigid surface. M Mean Height:20.09 ft Code 1 Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:3.0 psf Members not listed have forces less than 375# Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.212 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.147 Spacing:24.0" C&C Dist a 3.00 ft Rep Factors Used:No Max Web CSI:0.091 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Lumber Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind �1ltrtiMlltkv,0�r Refer to drawing P8160101014 for piggyback detail. H. A-%�i� Top chord of supporting truss under piggyback to be y taaa"•••••••a1A ��4 braced @ 24"O.C.,unless otherwise specified. it •e,`GE S r, o. 08 r 1 'x :t..: I 11 t S 'T % QF CoA# �atr,,,,,.rt«' 05/12/2016 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary braang per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attached ngid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing_installed per BCSI sections¢3,B7 or B10, as applicable. Apply plates to each face of russ 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 „nwcow." truss in conformance with ANSIIfPI 1,or for handling,shipping,installation and braang of trussesA seal on this drawing or over pagqe 2400 Lake Orange Dr. listing this drawing,indicates acceptance of pro essionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL,32837 For more information see this job's general notes page and these web saes. ALPINE www.alpmedw corn;TPI www.lpinst org.SBCA. www sbandustry corn.ICC. www iccsafe.org Job Number. B44298a Ply 1 SEAN:668892 /T22 GABL Cust:R857 JRef: 1VQL8570001 DUSTIN BROWN Qty: 2 FROM:RJL DrwNo: 133.16.0852.32457 Truss Label: PB66'0"13 Mono SSB / WHK 05/12(2016 1111.5X03 12 N 8 1 N p pO B ry A ii „ 1 E =3X4 I 5'3'8 -{ 5, Loading Criteria(est) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeVCSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in Ioc Udefl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 E 999 360 B* 92 /16 /48 /- /20 /60.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 E 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):0.008 E - - B Min Brg Width Req= - Des Ld: 40.00 EXP:B HORZ(TL):0.015 E - - Bearing B is a rigid surface. M Mean Height:21.53 ft Code I Misc Criteria CreepFactor.1.5 NCBCLL: 10.00 TCDL:3.0 psf Members not listed have forces less than 375# Soffit: 0.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.319 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.214 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.119 Loc.from endwall:Any FTIRT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 ,WAVE VIEW Ver.15.01.010.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4(A1)except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 1Hnllrr Right cantilever is exposed to windHNr"fkotRefer to drawing PB160101014 for piggyback detail. 7046;Als,h, y� ....•..... A?r, +Top chord of supporting truss under piggyback to be ••�\`jE Sri ../� ,�•fbraced @ 24"O.C.,unless otherwise specified. a• • • � o. 08r �k I • ,aIf . 1 %• SATOQ{s Vic'fit • -1` •• 'Ci •* 05/12/2016 "WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for sa of ty practices prior to performing these functions. Installers shall provide temporary braving per SCSI._Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a props y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 6610, as applicable. Applplates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE I drawings 160AZ 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 ,w„wco,,.:x•., truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page 2400 Lake Orange Dr. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability Suite 150 and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Orlando FL,32837 For more information see this fob's general notes page and these web sdes ALPINE. www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbandustry.com.ICC. www.Iccsafe.org Job Number: B44298a Ply 1 SEAN.668901 /T26 GABL Cust:R857 JRef: 1VQL8570001 DUSTIN BROWN Qty 1 FROM:RJL DrwNo: 133.16.0852.35170 Truss Label: PB7 60"13 Mono Hip SSB / WHK 05/12/2016 III1.5X3 i C — 12 8V bb io in igrf B n A s's II— 1 E =3X4 I 5'3"8 Loading Criteria(par) Wind Criteria Snow Criteria(Pe,Pf in PS') De1MCSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:NA CI:NA CAT:NA PP Deflection in roc Udell L. Loc R /U /Rw /Rh /RL /W TCDL: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.007 E 999 360 B• 91 /15 /46 /- /19 /60.0 BCU_: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.013 E 999 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 E - - B Min Brg Width Req= - Des Ld: 40.00 EXP:B — HORZ(TL):0.014 E - - Bearing B is a rigid surface. M Mean Height:21.42 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:3.0 psi Soffit: 0.00 BCDL:5.2 psi Bldg Code: FBC 2014 RES Max TC CSI: 0.313 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.213 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.116 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4(A1)except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. fHnlq) Right cantilever is exposed to wind �� !�k�hgrp�• Refer to drawing P0160101014 for piggyback detail. fl •LIr�Q�� Top chord of supporting truss under piggyback to be .\�.i..!6E\\.� •/0 y braced @ 24"O.C.,unless otherwise specified. • •• o. 08 1 • • ,a\ SAT . O .• I: „_faL,_.••••..•••••,,c);of 05/12/2016 "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,handing,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fsafely practices pnor to performing these functions. Installers shaltprovide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom Nord 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 ach 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 2400 Lake Orange Dr listing this drawing indicates acceptance of pro essronaengineeringresponsibility solely for the design shown. The sur ility and use of this drawing for any structure is the responsibility of the uilding Designer per ASuite 150NSIITPI 1 Sec.2. Orlando FL,32837 For more information see this lob's general notes page and these web saes:ALPINE. www alpineitw.com:TPI www tpinst.org;sack www.sbcindus•ry.com;ICC:www.iecsafe.org Job Number: B44298a Ply: 1 SEQN:668895/T24 GABL' Cust R857 JRef: 1VQL8570001 DUSTIN BROWN Oty 1 FROM:RJL DrwNo: 133.16.0852.38447 Truss Label: PB8 6'0"13 Mono Hip SSB / WHK 05/12/2016 4'Y9 53.8 479 I 1'0"15 C a1.5X 8112A1 F 2X4(A1) I- 53'8 I" 5 ' I 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI Criteria •Maximum Reactions(lbs),or•=PLF TCLL: 25.00 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: 5.00 Speed: 130 mph Pt:NA Ce:NA VERT(LL): 0.043 C 999 360 B• 92 /15 /45 /- /16 /60.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.081 C 744 240 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.034 D - - B Min Brg Width Req= - EXP:B HO L Bearing B is rigid surface. Des Mean Height:21.17 ft RZR ):0.064 D - - g a g NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 0.00 BCDL:5.2 psf Bldg Code:FBC 2014 RES Max TC CSI: 0.315 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 WI Std:2007 Max BC CSI: 0.210 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.151 Loc.from endwall:Any FT/RT:20(0)/10(0) GC pi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.010.0611.00 Lumber Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. IHnlNrprp Right cantilever is exposed to wind °,,` H. 1.rrhpy Refer to drawing PB160101014 for piggyback detail. .....•.• •:1 il''4 Top chord of supporting truss under piggyback to be .d���O E , 4 • `//�� braced @ 24"O.C.,unless otherwise specified. �` �� Sic •.•�." 4: •• i •• o. 48, 1 ix I s f w �D,.%•'C( . -%% ;.•�`ra� 4410N AL .\'‘,,se" 05/12/2016 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for rmanent 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"NE 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 ,«tn•cownw. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page2400 Lake Orange Dr. listing this drawing,indicates acceptance of oroTessionar engineering responsibility solely for the design shown. The suitability Suite 150 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE: www.alpinettw.corn:TPI'. www tpmst.org.SBCA:www.sbcindustry.com;ICC:www.tccsare.org Orlando FL,32837 Job Number: 844298a Ply 1 SEAN:668898 /T25 GABL Cust:R857 JRet 1VQL8570001 DUSTIN BROWN Qty 1 FROM'RJL DrwNo: 133.16.0852.42660 Truss Label: PB9 50"13 Mono Hip SSB / WHK 05/122016 27'9 578 22"9 3'0"15 —4C4 111.5XD3 T12 8V N piT B Aidll1=11 sly_ A F 3X4 5'3"8 -{ 1- s' H Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs),or•.iPLF TCLL: 25.00 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: 5.00 Speed: 130 mph Pf:NA Ce:NA VERT(LL): 0.054 C 999 360 B• 92 /15 /40 /- /9 /60.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.100 C 599 240 Wind reactions based on MWFRS Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.039 D - - B Min Brg Width Req= - EXP:B HORZ(TL):0.072 D - - BearingB is a rigid surface. Des Ld: 40.00 RZcTL) g Mean Heigh:20.50 ft Code/Misc Criteria CreepFactor 1.5 NCBCLL:10.00 TCDL:3.0 psi Soffit: 0.00 BCDL:5.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.265 Members not listed have forces less than 375# Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPIStd: 2007 Max BC CSI: 0.203 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI:0.199 Loc.from endwall:Any FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.15.01.01C.0611.00 Lumber Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4(A1)except as noted. Wind Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind IHnlrrl Refer to drawing PB160101014 for piggyback detail. H H�rrhryy,�� Top chord of supporting truss under piggyback to be braced©24"O.C.,unless otherwise specified. r•''•.••....��1'. • o. 08, 1 - (••k 1 • • f • 414 WON AL 05/12/2016 "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 pnor to performing these functions. Installers shall provide temporary bracingr BCS!..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10 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 BuildinlComponents Group Inc.,shall not be responsible for any deviation from this drawing any failure to build the wrr,wcawx, truss in conformance with ANSI/l PI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page.. 2400 Lake Orange Dr. listing this drawing indicates acceptance of orooessronar engineering responsibility solely or the design shown. The surfabdlty Suite 150 and use of this drawing for any tructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Orlando FL.32837 For more information see this job's general rales page and these web sites.ALPINE www.alpmeitw corn.TPI. www.tpmst org.SBCA wow.sbundustry con.ICC:www.fccsate.org v +; o Ill 02 C (n N. 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