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HomeMy WebLinkAboutTRUSST —s . T ACANNED 9 U � "s -`.a,. "— _ -- R'ANEY COMPONENTS aney 19900 Independence Blvd. Pr Groveland, A 34736 onrponentS. LLC one: (352)429-9429 • (352)429-0304 " Fax: (352)429-7429 -Job nfc Customer me: DR Hort p1 Descnptlah, 4EAB Ara "D" Creekside Lot 59 8700 Cobblestone Dr City, State; Zip: Fort Pierce, FL Cover Sheet Order # JOB # 36CS00059 Printed: Tue, May 29 2018 FOR Name and License Number: L.Usa�aniy nuvnnauUIr. Root'Loadd� floor Loads: TC LNe: TC Dead. BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Co W/nd Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 20 7 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages of sheets covered by this seal from: 1 thru 27 Total 27 # I DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEONO 1 5 9 13 17 21 25 Al 2 AtA 3 A2 4 A3 A4 6 A5 7 A6 8 A61) A7 10 A71) it AS 12 A81) D1 14 D1GB 15 E1GE 16 MV1 MV2 18 EJ7D 19 ER 20 EJ7A BJ5D 22 BJ5 23 BJ31) 24 8J3 BJl 26 OJ7 27 GRA Manuel t#r i Digitally signed by Manuel Martinez } DN: c=:eUS,nt tive oTrust ACES Business Representative, ou=M AND E P.A., cn=Manuel Martinez, ,��'��ASSOCIATES A01098000 M • P 0t114ByC98FE96 002111E -04'00' a rt i n,�:'L Adobe Ac t DC verso /Ifl 2015.006,30418 IC 40015A38FF5881B08B7F4800992E85FB TWi Ita m kubxenaaad=lad by Maaeuq Martbsa, .ice M. tic.04nH21 an 0.d12a shawaabara: Wng a SHA4 zaather'=t3aaznde. 2r§rted caaiasolt:Ks drxraxasst.ass not c—sid—d �.xrd=lad 'd044-Wk authva6mtrw cadeMmtUa Udbd rm aagmdcctmrdc csylas: FI L E C 00"" PY •• t - ,. r Job Number: 36CS00059 Ply: 1 SEQN: 668002 / T8 / COMN - 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 7 FROM: AH DRW: Truss Label: Al Wgt: 224.0 Ibs :t / .. 05/29/2018 N 6'4°9 7'10 14'4"8 19'4' 24'3'7 30'9"7 32'3"�_ 38'8" d 6'4°�J°154'11"7 +1'6" 6'4°8 , 63(4 =4X6 =3X4 =3X8 m3X4 4X6 96(4 fn O .6(A2) SEAT PLATE REQ. SEAT PLATE �REQ. 38'8" 3 2+ 53"" 5'+ 26115 52' J 12' + 4 B}38262 h 22'54 " +1 Loading Criteria (psg Wind Criteria Snow Criteria (Pg,PI in PSF) DefIICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L!# LOG R / U ! Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 / 692 1936 / - / 433I / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 / 936 / - /- 1 1 / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.132 L - - B Min Big Width Req = 1.9 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 J Min Big Width Req = 1.9 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.647 Bearin s B & J are a ri id surface. I g g BCDL: 5.0 psf P Bearings B & J require a seat plate . Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 . Max BC CSI: 0584 ' Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.574 Loc. from endwall: not in 4.50 ft FT/RT:20(0)!10(0) Mfg Specified Camber: Maximum Top Chord Forces Per (Ibs) GCpi: 0.18 Plate Type(s): Tens. Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1089 -1841 Lumber B - C 1449 -2955 G - H 1210 -2320 C - D 1183 -2359 H - 1 1183 - 2359 Top chord 2x4 SP #1 D - E 1210 -2320 1- J 1449 -2956 Bot chord 2x4 SP #1 Webs 2x4 SP #3 I E - F 1089 -1841 J - K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords I Tens. Comp. 2008 -786 member. Or 1x47" reinforcement. 80%length of B - R 2583 -1155 O _N web member. species attached with Bdame Box Gun {0 1R3 grade 5" min.)na Is R - Q 2580 -1155 N - M 2581 -1159 . �P-O 2008 -763 L-J -115925@6"oc. 2584 -1159 Loading Truss passed check for 20 psf additional bottom y i11 Maximum Web Forces Per Ply (Ibs) live load in 42"-high 24"-wide ix Webs Tens.Comp. Webs Tens. Comp. chord areas with x , 1486 - 757 clearance. to R - C 278 - 5 O - G Wind C-P 419 -604 G-N 460 -164 Member design based on both MWFRS and C&C. P - E 460 -164 N - 1 `� E - O 486 - 756 I - L 419 -605 278 - 6 F - O 1372 -763 SEMAL't 40 015A38 FF 5B 81B0 BB 7F 48 00 99 2E 85 FH - 4isits itambeefs mia- s�siad';mx3 s�zlad iyy �LfBarttx«x, ; �(rt.. tis.ndasszl cn C'icc�a2rshawasbas� vtog a SHA 1 2titttiCnGCitIS':79 CA7a. rYidtcl�CF��tl� gf�rrxrosnf g�gnOt cZZi'�1�cr@!) i@Si'�3f1 S�H{4d i afaC tl^� s?vspa ant�a9sesaco9c mist e±awxdf�d catamg-ctecttanb_-. —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anc7'SBCA) safety to these functions. Installers shall temporary practices prior performing provide tilt bracing per BCSI.. Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl riid 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 Join f Details, unless noted otherwise. 12efer to �px�ttrtts;xtz drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildln!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trusses.A this drawing truss in conformance with ANSI7fP1 1, or for handling shipping, installation and bracing of seal on or cover page, , listing this drawin indicates acceptance of rofessiona engineerin responsibility solely, for the design shown. The suitability g p p and use of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. Fir -- inin firm can thic inMc nnnornd -to nano and thn umh _"dtc Al P1Nr- www Rini-4w mm, TPI, www tnimt nm: SBCA www.Sbc1ndustrv_mm- IM www.icmafe.om T T Job Number: ' 13CS00059 P, ly: 1 SEQN: 668004 / T28 / COMN 4EAB Aria "D"II(DR,Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: ¢1A Wgt 260.4 Ibs .. / ... 05/2912018 h9�'4'J 24'3"9 5'12 i 3'1'13 6'4'9 T9'1 14'4'8 17'10'4 2�1'1"'! , 30'16'38'8' 6'4"9 1'5 6'6°14 3'S"12 1"9"12 6'67 { 1'5" 6'4s"I G-sxs 60 B4X6 H5X10 02X4 ®2X4 ®5X10 ®4X6 02X4 SEAT PLATE REQ. SEAT PLATE REQ. L1' 6'2°13 5'9'3 22'12 3'9"4 3' 3'5'S 2'2"11 5'9°4 6'2'12 1� 6'2°13 12' 14'2'1 18' 21' 24'S'5 26'B' 32'S°4 38'8' Loading Cri eria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20 60 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.�F0 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0,187 Q 999 240 B 1523 / 691 / 935 1- 1433 18.0 BCLL: 01100 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.514 Q 999 180 L 1523 / 691 1935 / - ! - / 8.0 BCDL: 1(J 00 Risk Category: It Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS Des Ld: 3 EXP: C HORZ L 0.179 N - - '00 (T )� B Min B Width Re 1.8 � q = NCBCLL: 1 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P L Min Brg Width Req = 1.8 Soffit: 200 ,00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.597 Bearings B & L are a rigid surface. Load Durati : 1.25 P TPI Std: 2014 Max BC CSI: 0.598 In: Parallel Dist: 0 to h/2 Bearings B & L require a seat plate. Spacing: 24. C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.850 Maximum Top. Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1445 -2779 H - 1 1396 -2307 1364 -2394 Lumber C - D 1177 -2167 I - J 1205 -2131 Top chord 4 SP #1 4 D - E 1205 -2130 J - K 1178 -2168 Bot chord SIP#1 E - F 1348 -2343 K - L 1445 -2779 Webs 2.4S #3 F- G 1359 - 2247 L- M 27 0 Bracing (a) Continu I s lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. O web memb x4 'T" reinforcement. 80% length of Same species & SRB or better, Chords Tens.Comp. Chords Tens. Comp. attachedwi grade ( 8d Box or Gun (0.113"x2.5",min.)nails , �� �� *X �wre� yy V 2424 -1151 P - O V - U 2424 -1151 O - N 2424 -1157 2424 -1157 Wind .' .. ' U - T 11 -5 N - L 2427 -1157 e S - Q 1848 - 647 Member de lgn based on both MWFRS and C&C. 0 047169�� ffi� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ Pik W - C 282 - 6 G - Q 941 - 602 .0 STATE OF a C-U 419 -618 Q-R 10 -1 � , � U - E 296 - 729 Q - H 96 -18 OR 110 U - S 2156 - 8W Q -1 E-S 282 -13 Q-P 507 - 244 2218 -938 ;� 122 --1 IP S_T K 419 _617 S-G 908 -585 K-N 282 -6 40 015A 38 FF 56 81 BO BB 7€49 00 99 2E 95 F✓3 Thlt itemh;ts been elezarwac ys�Pelj'=A aealedby F.UzvelWtUnca, 'PET` M. Lk. 94i MI tssr0a doe &hGwfVabWM =° ga SXA't a5'satnd ccptnzattlak dw=cetzme awt cemsidcred z4nciarad sea,ad Z dw Vim, a fthc.OMIkACode Me ttavrAfW era a jdectfatth �ylea. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of for BCSI (Building temporan ..omponen 3racing er I3CSI. attached n id Safety Information, b TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide cll7ey Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 10, as applicab g. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f�efer to onr 1 rlrtrC/rrgaar irawings 1 OA-Z 4lpine, a di ision for standard plate positions. of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the :cuss in cc formance, isting this, drawing with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or indicates for the design cover page. , The and use 9f acceptance of professional engineering responsibility solely shown. this adrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. suitability T IJob Number: 36CS00059 Ply: 1 SEQN: 668000 / T7 / SPEC 4F11B Aria "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A2 Wgt: 224.0 Ibs / ... 05/29/2018 64"9 } T10°B 14'4°8 i 19' 243°7 6.4.1 1'6" NA"11 8 53"7 6'6" 1'6° 64°8 SEAT PLATE REQ. 116(4 B4X6 ®3X4 M3X8 n3X4 a4X6 8:50 SEAT PLATE REQ. 38 8" 1' 6'2°13 5'9"3 2'1" 10'5"15 2'1"1 59"4 6'2"12 1'� l' + 6'2"13� 12' � 14'1° F 24'6"15 + 2�� 32'5"4 + 38'8' + � � Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / R , I / W Pt NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 1684 / 934 1- / 4271 18.0 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 684 / 934 /- / - 18.0 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - B Min Big Width Req = 1.9 Code / Misc Criteria Creep Factor. 2.0 J Min Big Width Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.577 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1068 -1841 40 0154 38 FF 55 8180 BB 7F49 00 99 2E 95 Fig Tick itemh�b akrxa #cagyz ned ars acafedhy MA _l raarda=, n (X Lk. 04;r 9 .f M the dev Shelton afmw using:astma a1a41erYcaakt',a. A-datcdctp afd�menot crmidcredAtnadmd•:salad scot the MfAa autitentk.6 rsa4c mutt inaxrrifW m amydcctrarsb "as.. B - C 1429 -2955 G - H 1190 -2320 C - D 1163 -2359 H -1 1163 -2359 D - E 1190 - 2320 I - J 111430 - 2956 E-F 1068 -1841 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords I Tens. Comp. B - R 2583 -1137 O - N 2008 - 772 R - Q 2580 -1137 N - M 25B1 -1144 Q - P 2580 -1137 M - L 2581 -1144 P - O 2008 - 744 L - J 2584 -1144 Maximum Web Forces Per Ply Webs Tens.Comp. Webs R-C 278 -5 O-G C-P 419 -604 G-N P-E 460 -164 N-I E-O 492 -754 I-L O - F 1370 - 768 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, b TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, ) Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TNi 1; or for n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability 492 -756 460 -164 420 -604 278 - 5 i r Job 4EAB Aria"D. �IR Horton MEAB Aria "D" ]_�!y: � 236.6 Ibs I FROM: AH 996 / T6 /HIPS I DRW; 05/29t2018 J Truss Label: , 3 Loading Cri TCLL: 2( TCDL: 7 BCLL: 0. BCDL: 1 C Des Ld: 37 NCBCLL: 1 C Soffit: 2. Load Duratic Spacing: 24. Lumber Top chord Bot chord: Webs 2x4 Bracing (a) Contim member. C web memt attached H @ 6" oc. Loading Truss pas: chord live I clearance. Wind Member di a I— 6'49 128 177'f' TQ8I 30'9"7 1 "9 J.S4146'4 6 41838'6" r 6'4°9 %W(R) m6X6 F G M2X4 a3X4 a3X6 a3X8 WX4 ®3X6 ©3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. Ft+ INN12'13 } 114' 3'1"12 1� T1'1— 218° F 2— I`38'8"3 1� r267'I aria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) )0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W 0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.157 P 999 240 B 1562 1695 / 940 / - / 385 / 8.0 0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 P 999 180 K 1566 1695 / 940 / - / - 18.0 10 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS )p EXP: C HORZ(rL): 0.123 M - - B Min Brg Width Req = 1.8 10 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 K Min Brg Width Req = 1.8 0 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.372 Bearings B & K are a rigid surface. BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.454 Bearings B & K require a seat plate. : 1.25 MWFRS Parallel Dist: 0 to h/2 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.690 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 G - H 1218 -1969 B - C 1499 -2833 H - 1 1345 -2347 C - D 1326 -2377 1- J 1326 -2386 SP #1 D - E 1344 - 2338 J - K 1500 - 2842 SP#1 E-F 1213 -1951 K-L 27 0 #3 F - G 1153 -1697 s lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) x4 "T" reinforcement- 80% length of Same species & SRB or better, Chords Tens.Comp. Chords Tens. Comp. grade 8d Box or Gun (0.113"x2.5",min.)nails B - T 2468 -1194 P - O 2055 953 e�maxr T - S S - R 2466 -1194 2047 -924 O - N N - M 2055 -953 2474 -1221 R - Q 2047 - 924 M - K 2476 -1221 check for 20 psf additional bottom No.w 047182 Q - P 1702 - 702 i in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply (Ibs) m �Aft Webs Tens.Comp. Webs Tens. Comp_ fn based on both MWFRS and C&C. Aft " ' +x T - C C S 230 -6 322 G - P P H 619 -331 416 584 a.* - S E -465 389 - H - N - 386 -160 s - E -159 415 W5 N J 322 464 - Q - - - �iA I F-Q Q-G 596 -343 227 -221 J-M 230 -8 40 01 SA38 FF 58 818O 13B 7F48 OO 992E85 FS stfsltamlraziaaryeraza - strad.9;:caladirytAnrclMartfrtc, Psm.toe.aAt&z6 raeda2esnawn�6avawdg stiai at:3Estnc�attcasasda. at nd dmu—=mtm spot axmdnfaii sq�snd:eaW �d Ai�a.w=A«a«lhenikatic:�rcatdamu�ttaa.ar#rs�d talisrr�s3ecftm� rs�los: "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! DRTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS %treme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building y Information, byy TPI anct'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary crrrey Unless noted dlherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, nn� mnenrs, ut pply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to J . for standard plate positions. of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ ing indicates acceptance of professronai engineering responsrbitity solely for the design shown. The suitabdtty yawing for any structure is the responsibility of the building Designer per ANSIfrPI 1 Sec.2. Job Number: 36CS00059 Ply: 1 SEQN: 667995 / T5 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A4 Wgt: 253.4 Ibs .. / ... 05/29/201 B t_ 64"9 T10°12'4°7 15' _I LW 238° 263"91 30'9i 32'3"7 6-4"9 150 4 2'T9 4'4" + 4'4" + 27"9 T 4'5°14 +1.6° 6'4°9 =4X6 3M1 SEAT PLATE REQ. 192X4 =5X6 192X4 a3X4=3X6m3X4 m3X8 m3X463X6E 3U4 I63(4 ' 38'8" SEAT PLATE REQ. F1' 6'213 5'10"2 4'4" 4'4" 1' '10"2 6'2"13 It� +1.11"1 22 6'2"13 12'0'15 —144' H 19'4" 23'8" 24' " 1,11, 32'5"3 3&8" 15 2 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) I TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / R ! W B 1523 1697 / 938 / - / 3451 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 /697 / 938 / - /- j 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 p sf Bldg Code: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface. 9 9 � Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.439 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.473 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per, Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1272 -1856 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. 40 015A38 FF 58 81BO 8B 7F48 00 99 2E85 FB ThkItarn Artslcne c{sztmn' 3/s3gned majsealedby rRas lMarttatcs FE (FL. Lk.MrM( ea the daU VMV)A abWM Wks aSMA4 autitendmtkacale. pi`"tad capbuolci ;df uma are not cm-j&md sknmt=dsrtitid and tha.-lrfantkztk ccde must ba�ndfbd mavydadmnYs '�Vies. B - C 1525 -2751 H - 1 1336 -2009 C - D 1358 -2288 I - J 1377 -2249 D - E 1377 - 2249 J - K 1358 - 2288 E - F 1336 -2009 K - L :1525 -2751 F- G 1272 -1856 L- M 27 0 Maximum Sot Chord Forces Per Chords Tens.Comp. Chords B - V 2395 -1227 R - Q V - U 2393 -1227 Q - P U-T 1965 -949 P-O T - S 1965 - 949 O - N S - R 1754 - 789 N - L Maximum Web Forces Per Ply Webs Tens.Comp. Webs V-C 235 -6 R-H C - U 327 -475 Q - 1 U-E 355 -161 H-Q E-S 404 -529 1-0 F-S 545 -372 O-K F-R 262 -169 K-N G - R 224 - 258 1754 - 818 1965 -979 1965 -979 2393 -1256 2395 -1256 262 -169 404 - 529 545 - 372 355 -161 327 -475 235 -8 -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 I 1Componenf Safety Information, by TPI anc7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy cft}ey bracing per BCSI.. Unless noted olhemise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro May attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, �� tti nts ne as applicabgle. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. f2efer to t , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer -per ANSIITPI 1 Sec.2. Pn -- Info ff— — lhic inhc ncn 1 nnt— -- and these weh riles At PILAF- —.1.inr_'tw.rn TPI- vnwi_tninst om[ SRCA_" www_sbcindusfrv.Ibm: [CC, www1cmafe.ora J Job Number: 36CS00059 4EAB Aria "D I/DR Horton 14EAB Aria "D" Truss Label: A.5 6'4"9 13' 6'4"9 6'7"7 [P!y: 1 SEQN: bij:Wgt212.8 Ibs I FROM: AH 993 / T4 /HIPS I DRW % 05/29/2018 19'4" 6'4" =5X8 IQ2X4 25'8" 32'3"7 38'8" 6'4" + 6'7°7 6'4"9 192X4=4X6>°3X4 =3X6 m3X4=4X6 1112X4 EAT PLATE REQ. SEAT PLATE REQ. 6'2"13 5'9"3 1' 6'4" 6'4" 1' 5'9"3 6'2"13 V 6'2"13 12 13 19'4" 25'8" 26' " 32'5"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7. 0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 1699 / 931 (- / 304 / 8.0 BOLL: 0. 0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 1699 / 931 / - / - / 8.0 BCDL: 1or00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS �= EXP: C HORZ L 0.131 J - - B Min B Width Re 1.9 Des Ld: 37 00 Mean Height: 15.00 It �) q g Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.9 NCBCLL. 10.bD P I I TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 200 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.443 P TPI Std: 2014 Max BC CSI: 0.573 Bearings B & H require a seat plate. Load Duration: 125 MWFRS Parallel Dist: D to h/2 Spacing: 24. C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.555 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1430 -2366 Lumber B - C 1572 -2952 F - G 1372 -2451 C - D 1373 -2451 G - H 1572 -2953 Top chord 2x4 SP #1 D - E 1430 -2366 H -1 27 0 Bot chord 2x SP #1 Webs 2x4 S 93 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens -Comp- Chords Tens. Comp. Truss passe check for 20 psf additional bottom B - P 2576 -1273 M - L 2118 -961 chord live to d in areas with 42"-high x 24"-wide P -0 2573 -1273 L - K 2574 -1303 clearance. jP O - N 2573 -1273 K - J 2574 -1303 Wind se4 N - M 2118 -931 J - H 2577 -1302 Member deE gn based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. No P-C 247 -4 M-F 356 -215 a C - N 379 - 505 F - L 437 -171 Aft D - N 437 -171 L - G 378 - 506 n D-M 357 -215 G-J 247 -6 l% A E-M 272 -344 40015A38FF5B81BO887f4800992E85FB This Item hi be an3:calad by Mgr t1Aarttats, 'aE(a. uc.94711M.1 as ,mdaze shavenstate u^,iaga arsea acr3tent`xaffira�n- ,-reaa¢aricrx�aszzaishssdxea=A2 rtaazaimd Sidn and sealed and t}'�': U3a en rvczr�a ins t be VrAfed MNgdatrark myfas **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reg ire extreme pre in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componentafety Information, by TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing perCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rippceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om x�nznts,❑r as applipbl Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to I drawings 161�4-Z for standard plate positions. Alpine, a ch ion of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in con 'rmance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this Fawing indicates acceptance of professional engineer responsibility solely for the design shown. The suitability and use o this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. t Job Number: 36CS00059 Ply: 1 SEQN: 667991 / T3 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 218.4 Ibs / ... 05/29/2018 6'4'9 11' 16'6"1 19'4" 22'1"13 27'8" 32'3"7 6'4"9 4 T7 } 5'6"1 + 2'9"15 1 2'9"13 1 5'6"3 + 4'i7 + 6749 II M O N =4X6 SEAT PLATE REQ. m6X6 IE2X4 m5X6 192X4 m6X6 D E F G H 1920 m3X4 =3X6 a3X8 MiX8 a3X6 a3X4 1112X4 SEAT PLATE REQ. 38'8" 493 3' 26V23 23'8" + 3429"3 62"13 11"14' 161222"133 6"1248 753 1' + 38'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7'10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C T c0 f0 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / R, / W Pf: NA Ce: NA VERT(LL): 0.178 F 999 240 B 1523 1701 / 918 1- / 263 18.0 Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 1701 1918 /- /- ' 18.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS; HORZ(TL): 0.124 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.447 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.409 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1601 -2472 B - C 1593 -2734 G - H 1601 -2472 C - D 1470 -236D H - 1 1470 -2360 D - E 1601 -2472 1-1 1592 - 2734 E- F 1601 -2472 J- K 27 0 _ ._ . ..,.4...0 NO 7 TAT E OF 40'01 SA38 FF 5B SI f• O BB 7F48,00 99 2E S5 F8 rhit ltvrnhnbmm and wafmd by Vasm-1 wrtk<ey PE (R. Lk.04nirzi en the dada shavrei abarm using a SRA4 V-dien mtk=Wd , c�d� ar d«u not C=11&=11 an6 the Ssztli3.a�Mhent�wlF.�uczefe met trbxrer3f�i-.cap aerrF9nctr�rr,�. m6ius.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords I ,Tens. Comp. B - S 2377 -1286 O - N 2058 -1068 S - R 2375 -1286 N - M 2W8 -1068 R - Q 2058 -1038 M - L 2374 -1315 Q - P 2058 -103B L - J 2377 -1316 P - O 2493 -1299 Maximum Web Forces Per Ply Webs Tens.Comp. Webs S-C 202 -8 F-O C - R 300 - 384 G - O D-R 365 -176 O-H D - P 588 - 368 H - M E - P 230 - 264 M - 1 P-F 86 -92 I-L '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ;id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, Ile. Apply EMS to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. hefer to 60A-Z for standard plate positions_ a division of iri i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability 85 -91 230 -254 588 -368 365 -176 299 -384 202 -10 ciriey. O'gjvrertts,'ur Job Number: �36CS00059 P,ly: 1 SEQN: 668006 / T20 / SPEC 4EAB Aria "DDR Horton /4EAB Aria "D" City: 1 FROM: AH DRW: Truss Label:6D Wgt 217.0 Ibs ! ... 05/29/2018 Loading Cril TCLL: 20 TCDL: 7. BCLL: 0. BCDL: 10 Des Ld: 37 NCBCLL:10 Soffit: 2. Load Durafio Spacing: 24.( 6'4"8 7'10" 1110" 16'8" 22'2" 6'4"8 1'5" 6' 2'10" 5'6" 12 6 B 27'8" 32'7 3 38'8" 5'6" 4-7"7 6'4"9 :10(SRS) 1112X4 =6X6 F G H S R Q P 192X4 912X4 1 @3X4 O N M L �3X8 �3X6=3X4 192X4 J E-=4X6(A2) it AT PLATE REQ. SEAT PLATE REQ. 38W 1'+ 6'2"12 5'9"4 1'10" 54"4 4'6" 1' 4'9"3 6'2"13 1 + + 6.2"12 12' 13'10 2'11"12 222" 26'8" 27' " 32'5"3 1�42 is (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 1523 / 695 1921 1- / 321 / 8.0 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.192 P 999 240 Enclosure: Closed . Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 / 698 1916 /- /- / 8.0 Risk Category: it Snow Duration: NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS j EXP: C HORZ(TL): 0.128 L - - B Min Brg Width Req = 1.8 Code / Mist: Criteria Mean Height: 15.00 ft Creep Factor. 2.0 J Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.541 Bearings B & J are a rigid surface. BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.557 Bearings B & J require a seat plate. 125 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.960 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens -Comp. Chords Tens. Comp. VIEW Ver: 17.02.02,1208.15 A - B 27 0 F - G 1645 -2484 B C 1635 2773 G H 1645 2484 Wind Duration: 1.60 WAVE Lumber C - D 1381 -2189 H - 1 1494 -2359 Top chord 2x SP #1 D - E 1406 -2152 I - J 1617 -2735 Bot chord 2x4 Webs 2x4 SP SP #1 h#3 E - F 1440 -2101 J - K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuou lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1 4'T" reinforcement. 80% length of B - S 2420 -1302 O - N 2055 -1089 web member. attached with 6" ame species & SRB grade or better, d Box or Gun (0.113"x2.5",min.)nails ip , ' S - R R - Q 2417 -1302 2417 -1302 N - M M - L 2055 -1089 2376 -1338 oc.� . e Q - P 2462 -1308 L - J 2376 -1338 Wind ak- � � ' ^ P - O 2463 -1308 Member desic based on both MWFRS and C&C. . Maximum Web Forces Per Ply (Ibs) low Webs Tens.Comp. Webs Tens. Comp_ S - C 273 -4 G - O 278 -335 '. C - Q 412 - 59D O - H 608 - 398 `ttP STATEE - Q 1523 - 979 H - M 363 -178 x Q - F 913 -1293 M -1 302 - 388 4 Vk F-P 109 -2 I-L 203 -10 F-O 115 -113 40 01 SA 38 FF5B 8180 8S 7F49 00 99 2E $5 FB ��ciscr;s'8ristaaraan�zks.pzi�n°d'.�z�at°c�6y r�auaa�s Knanbc iE.7... £it.4i8£fl2j cn�hc�tvsw=6aAass�n$n5i aPei?3efCiLa'tkz�8a_ aasS�t°dcop#ms�fz tltanabiar¢ arti4 cmree"ri��d sr��.i* *,�adgxf =4 kt MRA43 ae:i unGeas& rMust bay dfLll MWVA"Mric n.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ —11 IrORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir Component S bracing extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building {{ety Information, byy TPI anc7'SBCA) y safety practices prior to performing these functions. Installers shall provide temporarryy rrrrey per B attached rigid Sl., Uniess noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Ming. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, r�rir ro7atnts ne as applicable. drawings 160 Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to Z for Alpine, divisi standard plate positions. ITW Buildin Components Group Inc. be for deviation from this drawin failure to build the a truss in confo n of shall not responsible any any ance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover listing this dr, and use of page_ _ ing indicates acceptance of protessionaQ engineering responsibility solely for the design shown. The suitability is thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more informati i i see this lob's oenerul notes oaae and these web sites- ALPINE: www-aloineitw-corn- TPI• v toinsto— SBCA! w shcindustnr — Irr, www irr_safe nm I Job Number: 36CS00059 Ply: 1 SEQN: 667989 / T2 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt: 210.0 Ibs / ... 05/29/2018 f' 6'4"8'4" 5 298"1 3248 388 15 59 64 8 157 651001 3227 6'4"B , 11 M a 4X6 =5X8 1=4 =5X6 1112X4 =5X8 D E -F G H WE � F,--mA7K7Ll'bin _ . . 11 6(A2) `� l ..,1 S R Q P O N M L tV 1112X4 =3X4 =3X6 =3X10 =3X10 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1+ 6'212 + 29'"4 + :4' +11 22`9"15 124'8"� 29'8" 325"4 { 36'8? Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Def 1CSi Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 1703 1900 ! - / 222 18.0 Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 J 1523 1703 / 900 / - /-' / 8.0 Snow Duration: NA HORZ(LL): 0.070 L - Wind reactions based on MWFRS HORZ(TL): 0.131 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.512 Bearings B & J are a rigid surface. , TPI Std: 2014 Max BC CSI: 0.612 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.699 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1890 -3001 B - C 1616 - 2722 G - H 1890 -3001 C - D 1577 - 2495 H - 1 1577 - 2495 D - E 1890 - 3002 I - J 1616 - 2722 E- F 1890 - 3001 J- K 27 0 40015A FF5681 BB7F 00992Ett5 FB 'a�alil�r�:iw�a�l� �ds�at�:,a�sars!� .�fS..lbc.�4i8H�.Enn:t�eda4t 5tdsNaaa6Q;�:tr�cg�543�fl le;itr�iase�*1'shassirxc.��aualanznotccan�ta�rrd - �saslscakac� mad#t��rA>3ssli�e#4Ykariaztc�8e e9s l�te§faesic�tcSczltArt� rm�ias.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 2364 -1303 O - N 2209 -1183 S - R 2363 -1303 N - M 2209 -1183 R- Q 2209 -1154 M- L 1 2363 -1332 Q - P 2209 -1154 L - J 2364 -1332 P - O 3035 -1641 Maximum Web Forces I' Per Ply jibs) Webs Tens.Comp. Webs I Tens. Comp- S-C 139 -12 F-O 78 -72 C - R 232 - 239 G - O 286 - 342 D - R 340 -187 O - H 952 - 570 D - P 952 - 570 H - M 340 -187 E - P 286 - 342 M - 1 231 - 239 P-F 78 -73 I-L 139 -14 "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 CoSafety Information, by TPI and SBCA) toF safety practices prior to pertormmg these functions. Installers shall provide temporary I' lfiey: bracing per BCSI.. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, as applicable. Appty plates to each face. of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (iefer to 'adrjr�ttertrs;.lu drawings 160A-Z for standard plate positions - Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI> fPI 1, or for handling shipping, installation and -bracing of frusses.A seal on this,drawing or cover page, listing this drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the tuilding Designer per ANSIfTPI 1 Sec.2. Job 4EAB Aria RSHorton 14EAB Aria "D" Qyt1212.8 Ibs FROM: AH 008 ! T10 /SPEC DRW: Truss Label: / 05/29/2018 7D 6'4"8 7'10" 13'10" 18'8" 247' 29'8" 32'3"8 38'8" 6-4"8 15' 6' 4'10" 5'6" 5'6" 2-7"8 8'4"8 E=5X6 12 i2z5X10(SRS) 1112X4 =6X8 6 F G H TTT �5X8D I 03X40 1�3X4 = r• (a) m o � =4X (A2)B J=4X6(A2) A K 1 S R Q P O N M L 1112X4 =3X6=4X10 1112X4 =3X10 =3X6 =3X4 1112X4 T PLATE REQ. SEAT PLATE REQ. r 388" -1 8'2"12 5'9"4 1'10" 4'1112 5'4"4 2'6" i 3' 2'9"4 6'2"12 �1' 6'212 + 12' +13'10' 1'N"12 24'2" + 26'8" T 29'8" + 32-5"4 1 38'8" Loading Crit Iria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20. 0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7. 0 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.231 P 999 240 B 1523 1695 / 910 1- / 321 / 8.0 BCLL: 0. Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 J 1523 / 698 1904 / - / - / 8.0 BCDL: 10. 0 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS EXF: C HORZ L 9 q 0.138 L B Min Br Width Re 1.8 Des Ld: 37.)0 Mean Height: 15.00 it �) NCBCLL: 10. 0 Code /'Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2. BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.551 P TPI Std: 2014 Max BC CSI: 0.630 Bearings B & J require a seat plate. Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 241 C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.861 Lac. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s):m Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1891 -2900 Lumber B - C 1650 -2772 G - H 1891 -2900 C - D 1397 -2190 H - 1 1607 -2486 Top chord 2x I SP #1 D - E 1423 -2153 I - J 1649 -2725 Bot chord 2x SP #1 Webs 2x4S 3 E-F 1451 -2141 J-K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) ContinuoL s lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 4 "T" reinforcement. 80% length of B - S 2419 -1302 O - N 2190 -1201 web member Same species & SRB grade or better, S - R 2416 -1302 N - M 2190 -1201 attached with 3d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. R - Q 2416 -1302 M - L 2366 -1363 Q - P 3064 -1720 L - J 2368 -1363 Wind:; P-O 3067 -1720 Member desi n based on both MWFRS and C&C. 'low Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ v e ft S - C 272 - 4 G - O 270 - 331 STA7,E1 OF - C - Q E - Q 409 - 588 1498 -932 O - H H - M 921 314 - 587 -202 Q - F 1125 -1633 M - I 251 -274 F-P F-O 172 -2 166 -217 I-L 158 -14 40 01 SA&8 FF 58 81 80 60 7F4900 99 2E &5 FB zsak itar�s?sasaacrts alat3eaa4:psbr�mc�.z..5:�at�d6y PrSaau�95Aarttirt�s; -."s(a. Lk.04739,211M thadaesiwwaAaa WAS a sibt aratB;c=id ti=Vie.. a�Sated crmiiflsarxi�s �,s�a;,m-.tars nrncxss�asd sz�:sna s�sls�aE aa,e 8tse::?'A'.sa�tasnP;i'a7six,ecaic m+:EEi+e s^f�dr�;�ecfmriEe Cd�r03 "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —1 PORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqqui a extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Si'fety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 417e bracing per B St. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propany attachetl rigid' eiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ' orn rtritetits>.a%P as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Weefer to J drawings 160 -Z for standard plate positions. Alpine, a divis n of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in confo ance with ANSI PI 1, or for handling shipping, installation and bracing of t usseS.A seal on this drawing or cover page_ . listing this d wing, indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of )1is drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. Job Number: 36CS00059 4EAB Aria "D" /DR Horton /4EAB Aria "D" Truss Label: A8 fi T 12'6"4 19'4" T 5'6"4 6712 =6X8 12 C_e D TC2 Ply: 1 SEQN: 667984 / T11 ! HIPS Qty: 1 FROM: AH DRW: Wqt 215.6 Ibs _.. / .. 26'1"12 31'8" L 38'8" 6'9"12 + F- T 7- =7X8 =6X8=6X6 E F TC2 G if 05129/2018 i=L .bEh T ,6(A2) v 1 P O N M L d_lK J 102X4 =5X6=H0308 =6X12 =H0308=5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 12'4" 264" 6'10"4 5'4" 5'4" 5'4" 9"1 5'4" &10"4 6'10"4 12'24 h1'9"1 14' 19'4" 24'8" 26'51 31'9"12 38'8" +1� I Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) . Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) I TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh ! RL, / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 D 999 240 B 1762 / 812 / - / - / - 1 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 D 999 180 Q 4128 11844 ! - (_ / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 M - - H 226 / 127 / - / - / - ' , / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.083 M- - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 It TCDL: 4.2 Code / Misc Criteria CreepFactor: 2:0 B Min Brg Width Req = 2.1 Soffit: 2.00 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 Q Min Brg Width Req = 4.9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.876 H Min Brg Width Req = 1.5 Bearings B, Q, & H are rigid surface. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0.730 Bearings B, Q, & H require a seat'plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: i GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords, Tens. Camp. Lumber A- B 27 -20 E- F 872 -1937 Top chord 2x4 SP #1 :TC2 2x6 SP #1: B - C 1493 -3269 F - G 1892 -840 Bot chord 2x4 SP #1 C - D 1504 - 3361 G - H 262 -153 Webs 2x4 SP 93 :W3, W4 2x4 SP 91: I D - E 872 -1937 H - I 27 -ZO Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "I" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. ,NO, 047102 STATE 40015A38 FF5881BGBB7F49G0 992ES5 FG This t4amltazbe ok *ad4pad =1 watadbyUwz WMaOi", (Fi.. aEs.�IITZ&'�}cntlitshaerna6a' �assr�i senw�sxxuc. �'s�t�dc�ias:a9s:: tiiur_taz�•�am naf ils�a3m��a�s�a�+s% awb 3tx�.;3estEcares9r rn�;.sr:�a�dffr�asry�mctmr sa�lns: **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Maximum Bot Chord Forces Pei Ply (Ibs) Chords Tens.Comp. Chords !Tens. Comp. B - P 2855 -1280 M - L 715 -1665 P - O 2B29 -1275 L - K 715 -1665 O - N 3363 -1527 K - J 93 -196 N - M 3363 -1527 J - H 87 -168 I Maximum Web Forces Per Ply IbIs) Webs Tens.Comp. Webs Tens. Comp. P-C 611 -117 E-M 641 -791 C - O 638 - 275 F - K 1478 - 2697 O - D 286 - 61 K - G 901 - 2045 D - M 734 -1598 G - J 666 -147 M - F 4038 -1779 inqp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iI fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e. is acceptance of professfona7 engineering responsibility solely for the design shown. The suitability it any structure is the responsibility of the uilding Designer per ANS11TP1 1 Sec.2. neral nntes nane and these web sites- ALPINE: www.aloineit%v.com: TPI: www.minst.om: SBCP: www.sbLindustrv.com; [CC: www.icesafe. I i (€i�rIC71: i �o�turnerrts: cis I I I' Job Number: 4EABTruss AriaLab"D, i DDR Horton MEAB Ada "D" I Qty: 198.8 Ibs FROM: AH 010 / T27 / SPEC I DRW; 05129/2018 I Loading Criti TCLL: 20. TCDL: 71 BCLL: 01 BCDL: 10 Des Ld: 37 NCBCLL: 10.i Soffit: 2.0 Load Duratior Spacing: 24.0 Lumber Top chord 2x, Bot chord 2x4 Webs 2x4 SP Bracing (a) Continuou member. Or 1 web member. attached with @ 6" oc. Special Load --(Lumber TC: From TC: From TC: From BC: From BC: From BC: From BC: From BC: From TC: 174 lb TC: 160 lb TC: 191 lb BC: 128 lb BC: 124 lb BC: 477 lb Plating Notes All plates are (**) 1 plate(s) scaled plate p requirements. 6'4"8 T10" 13'10" 20'B" 26'0"4 31'8" 38'8" 6'4"8 1'5" 6' 6'10" 5'4"4 57"12 7' E 1115X6(R) 12 6 =6XB gCX6D F�-5X6 G H 0 la3X6(A1) `j J Q P O N =4XILM K 012X4 =3X6 =3X8 _3X6(") PLATE REQ, SEAT PLATE REQ. 20'8" 5'8" 174" 1' 6'2"12 57.4 l'10" T1"8 5'4"4 i_ 4'9"8 7'1"12 1' 6212 + 12' +13'1 20'11"B 1 26'3"12 2 ' "12 31'6"4 38'8" is (psi) Wind Criteria I Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed ! Risk Category: II EXP: C ! Mean Height: 15.00 ft ! TCDL: 4.2 psf BCDL: 5.0 psf 1.25 MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 lateral restraint equally spaced on t "T" reinforcement. 80% length of ;ame species & SRB grade or better, 1 Box or Gun (0.113"x2.5",min.)nails Fac =1.25 / Plate Dur.Fac.=1.25) pif at -1.00 to 56 plf at 27.60 pif at 27.60 to 28 plf at 31.67 plf at 31.67 to 56 pif at 39.67 pif at -1.00 to . 4 pif at 0.00 plf at 0.00 to 20 pif at 26.67 plf at 26.67 to 10 pif at 31.64 pif at 31.64 to 20 plf at 38.67 pif at 38.67 to 4 plf at 39.67 ic. Load at 27.60 ic. Load at 29.60 ic. Load at 31.64 ic. Load at 27.60 ic. Load at 29.60 ic. Load at 31.64 4 except as noted. luire special positioning. Refer to details for special positioning Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): 0.034 Q 999 240 B 793 / 389 /- /_ 1- 18.0 Lu: NA Cs: NA VERT(TL): 0.096 Q 999 180 N* 451 / 213 / - 1- / - 168.0 Snow Duration: NA HORZ(LL): 0.016 K - - 1 805 1396 / - / - ! - / 8.0 HORZ(TL): 0.030 K Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.703 N Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.518 1 Min Brg Width Req = 1.5 Bearings B, N, & I are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.515 Bearings B & I require a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s)'. Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C Wind Wind loads and reactions based on MWFRS. " ° � e STATE OF 9 40 015A38 FF 55 81. BO BB 7F48 00 99 2E E5 FB Ilk JtcrvsRaa�zen ak s3�ncd5*:s:alcd 4ry ltre✓zz9 AAar3ine� (a.. tu.�xaszl �u,� s?aac snawn a u.ang a sx�.a actlsenC�tvsrax�e- S�tn� crg�srai[f�s dai�ai�ra x�otc�l�l:rcH '{ a�a3�ai®@ a,! tYvsw���:as-t�¢n�a?s`r¢cusde mvsi33a xrrlf2es! raa aagdeztm,aiz cxctn�. or S ens. omp. ors ens. omp. A - B 27 -20 F - G 355 -160 B - C 585 -1210 G - H 299 -108 C - D 309 - 590 H - I 550 -1139 D - E 279 -553 I - J 27 -20 E - F 296 - 574 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 1027 -479 N - M 77 -275 Q - P 1024 -480 M - L 967 -431 P - O 1024 -480 L - K 967 -431 O - N 117 - 282 K - 1 937 - 424 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. Q-C 283 0 N-G 101 -171 C - O 295 - 629 G - M 370 - 498 E- O 222 0 M- H 645 -1448 O - F 818 - 367 K - H 723 -160 F - N 512 - 890 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -1 pORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bttur TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r et; bracing per BC 1. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU dpid eilinp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, pnr rorrents ,xr as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (tefer to I, drawings 160A Z for standard plate positions. Alpine, a divisi of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawinc] any failure to build the truss in confo ance with ANSIIi PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this dr wingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sultability and use of this drawing for any structure is the responsibility of the Building Designer per ANS11TP11 Sec.2. Job Number: 36CS00059 Ply: 1 SEQN: 668012 / T16 / COMN 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 3 FROM: AH DRW. Truss Label: D1 Wgt: 137.2 Ibs .. / ... 05/29/2018 6'4'8 T10° 13'10' 1'5'8 V 2VX9 T5°9 5'0'7 ®3X4(R) H SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 21' i5'4" -� 1' 62°12 55'4 1'10' T9'1 4'B'15 6''12 12' 13'10' 217'1 26'4" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): 0.047 L 999 240 Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 Snow Duration: NA HORZ(LL): 0.016 H - - HORZ(TL): 0.031 H - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.481 TPI Std: 2014 Max BC CSI: 0.454 Rep Factors Used: Yes Max Web CSI: 0.346 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 STATE: 40015A38FF5B8100BB7F4800992E95FI3 xlhkttetmajaa8sscncicctawafraffiyvSp+adwd w2lad6yMar lydartin,a, ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 933 1429 / 578 /- / 274 18.0 M 640 / 273 / 388 10 / 0 / 8.0 N 479 1227 / 245 /- /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 M Min Brg Width Req = 1.5 N Min Brg Width Req = 1.5 Bearings B, M, & N are a rigid surface. Bearings B, M, & N require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 563 - 855 B - C 790 -1512 E - F 572 - 893 C - D 537 - 892 F - G 361 -584 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - L 1296 - 660 J -1 1051 - 552 L - K 1292 - 659 I - H 41 - 34 K - J 1292 - 659 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 285 - 8 F - I 362 - 585 C - J 425 -626 I - G 450 -230 E - J 376 -153 G - H 292 - 404 J - F 386 -182 n (R. Lk."7 92) on Olin daM OMM AbUM t 8ng a 5i3A"1 ?m"dtwksckcfds d a+=a=not mad %kntdand =!vd .r ti'cetr%AniavQhantkclimszaomvt1beaadfaedeatss'dct:tmnt cc;ias. "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary nney bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, vm onents,,ir as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of prot°essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 1970 / T171 GABL I I4EAAria "D,Horton MEAB Ada •D" gFROM: M"f2DRW: Truss D1G8 Wt231.0 Ibs I Pa / 05129/2018 T10• L 13'10' 19'9.8 26'4• 110• 6' h S11"8 r 6'6"8 I-Z6. -4- I-2'8--I -AyA L T8'12 Loading Crit eria (psf) Wind Criteria TCLL: 20. 0 Wind Std: ASCE 7-10 TCDL: 7.(0 Speed: 160 mph BOLL: 0. 0 Enclosure: Closed BCDL: 10. 10 Risk Category: 11 EXP: C Des Ld: 37. j 0 Mean Height: 15.001t NCBCLL: 10. 0 TCDL: 4.2 psf Soffit: 210 BCDL: 5.0 psf Load Duratiof 1 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Plating Note All plates are 2X4 except as noted. Wind Member desiE based on both MWFRS and C&C. Additional NS es See DWGS 6015ENC101014 & GBLLETIN1014 for gable wind bing and other requirements. I-2'8--I (4(R) f SEAT PLATE REQ. 1_O EO F 6'3"4 6'1• 6'3' 14' 20'1- 26'4' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.101 T 592 240 B. 86 139 147 / - / 13 / 256 Lu: NA Cs: NA VERT(TL): 0.134 T 656 180 BA 217 / 96 / 124 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.052 T - - Wind reactions based on MWFRS HORZ(TL): 0.057 T - - B Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 BA Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.398 Bearings B & BA are a rigid surface. TPI Std: 2014 Max BC CSI: 0.170 Bearing BA requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.835 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02. 1 208.15 A - B 27 0 K - L 249 0 B- C 27 - 93 L- M 246 0 C-D 42 -36 M-N 228 -6 D - E 83 -22 N - O 167 -27 E-F 132 -20 O-P 116 -48 F-G 178 -19 P-Q 158 -53 G-H 81 -42 Q-R 116 -6 H-I 123 -24 R-S 111 -29 1-1 172 -3 S-T 98 -55 J-K 232 -6 T-U 37 -92 ersv�a� Maximum Bot Chord Forces Per Ply (Ibs) 10 Chords Tens.Comp. Chords Tens. Comp. 41 B-AI 187 -55 AC -AB 203 -59 AI-AH 195 -56 AB -AA 203 -59 AH-AG 198 -57 AA-Z 70 -28 AG-AF 200 -58 Z-Y 70 -28 v AF-AE 202 -58 Y-X 71 -28 OF *41 AE-AD 203 -59 X-W 71 -28 TAT Ba. AD -AC 203 -59 W - V 77 -117 4001EA38FF5B81B0857F4800982E85FB F#t; itmrrc'9tssbe¢n �IxetexaxPca.25.�z{rnedaas9 sratm[f 6y BAaam;al klari ?E �, t£e.�1a£�(an tAc s�a?a ahacva a6mam u�'m$ aSNAwt an^�mnr£case, ' �t�t�d cc�aax�tf�s dtx_c:ar3dmc natcrms}Cmcmtl �d`.sm°rs" �'ari zamimd �ra8 tis iS,�aent�ati�cc�f¢mutfi�.�rif%esf �s�{dectrma§c. . razyims. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AE- G 26 -67 AS -AT 232 -97 G -AJ 181 -63 AU -AV 220 -93 AK -AL 187 -65 AW-Q 236 -97 AM -AN 193 -67 Q - W 305 -246 AO -AP 177 -62 W -AX 144 -52 AP -AA 211 -71 AX-AY 144 -52 L -AA 0 -113 AY -AZ 142 - 51 AA-AQ 240 -101 AZ-U 123 -47 AQ-AR 222 - 92 U - V 277 -175 I I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rect uir extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Saafely Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy rmey bracing per BOSI.. Unless noted dtherwise,top chord shall have propedy attached structural sheathing and bottom chord shall have a properly attachetl dgideilmgg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. gppty plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to otn/wrrents. sc drawings 160 Z for standard plate positions. Alpine, a divisi �£ of ITW BuildinlComponents Gio p Inc.,shall not be responsible for any dev'at!on from th!s drawing,any failure to build the truss in confo ance with ANSI/TPI 1, or for hanng shipping, installation and bracing of husses.A seal on this drawmg or cover page_ listing this dr in indicates acceptance ofrona engineering 'esp...biliWsolelyforthe designshown.The uitbility and use of t 'is thawing for any structure ise responsibility of the Building Designer per ANSIlTP11 Sec.2. Job Number: 36CS00059 Ply: 1 SEQN: 667970 / T17 / GABL 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 1 �FROM:AH DRW: Truss Label: D1GB Wgt: 231.0 Ibs Page 2 of 2 / ... 05/2912018 Maximum Gable Forces Per Ply!(Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AI 165 -95 M -AQ 62 -34 D -AH 91 - 67 AR- Z 255 -114 E -AG 103 - 74 N -AS 218 - 92 F -AF 94 - 75 AT- Y 100 -61 AJ-H 88 -71 O-AU 120 -75 AD -AK 84 - 69 AV- X 37 -102 AL-1 115 -71 P -AW 49 -122 AC -AM 107 -65 AX- R 9 -9 AN-J 217 -91 AY-S 26 -19 AB -AO 251 -110 AZ- T 131 - 55 AP- K 62 -34 40015A FF5881808B7F4800992E85FB TVft Ito mi= akdroa=W*nae aadtaMcd by rA &l Lbrttnu; PE M. t[c."73821 cn thactata,&Mwa abanm Wng a s t&]. asa�icatN.xatst'a'Sr. P^r=ldcwffraftfis docu=t= not emnsidmad sgnadaz>i=area aadthe wiA>ize.3hemticatmnsaferaptbav dfz_dcasasgdcctta- raa w— **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI I' **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ir'ey bracing per SCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise, i2efer to nur7mnents nc 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 truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of ppr ) essiona engineeringg responsibility solely for the design shown. The suitability and use of this pawing for any structure is Ke responsibility of the 6ullding Designer per ANSI1TPI 1 Sec.2. Job Number:I36CS00059 Ply: 1 SEQN: 667971 / T1 / GABL 4EAB Aria "DI /DR Horton AEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: E1GE Wgt:43.4lbs / ... 05/29/2018 I - 4'2" 8'4" r 4,2" F 47 (TYP) E=4X4 T 12 6 D 11 F `D C nLH-2X4(A1) in N O 2X4(A1) B iv s A N M L K J i 8'4" 1' {' 84 8'4" Loading Cri 'ria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefifCSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20 00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Lac R / U / Rw / Rh / RL 1 W B 375 1173 / 251 / - / 118 13.5 TCDL: 7.�i0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 BCLL: 0.40 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 / 173 1251 / - /- / 4.0 BCDL: 10. ) Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS Des Ld: 37 , b0 EXP: C0 HORZ(TL): 0.009 D - - B Min Brg Width Req = 1.5 Code ! Misc Criteria 1_1 NCBCLL: 10�0 Mean Height: 15.00 ft Creep Factor. 2.0 H Min Br Width Re 1.5 9 q = Soffit: 2. 0 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 Bearings B & H are a rigid surface. Load Durafio E 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.147 Spacing: 24. C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Maximum To Chord Forces Per PI Ibs p y (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 573 -349 VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE B - C 499 -386 F - G 531 -368 500 366 Lumber C - D 530 -368 D - E 573 - 349 G - H H - 1 27 0 Top chord 2x SP #1 Bot chord 2x SP #1 Webs 2x4 Sp 3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Note i B - N 316 -282 L - K 313 -272 All plates are 4 except as noted. N - M 315 -276 K - J 315 -278 Wind($ M - L 313 -272 J - H 316 -285 Member desi based both MWFRS C&C. n on and ' ova Maximum Gable Forces Per Ply (Ibs) Gables Comp_ Additional N tes Gables Tens.Comp. Tens. See DWGSqqq 16015ENC101014 & GBLLETIN1014 foru .� a C-N 91 -15 K-F 148 -36 gable wind bracing and other requirements. D - M 148 -36 J - G 91 -15 II E - L 152 -237 a= d 40 01 5A 38tf51381.80BB7F4800962E85FB acrid[amkmtaseasatedrwAmnyI'Ved'mrtwind bymawlVatkM*r' YI VI., M.C471V1 cnOcslaxa slwwa akc a tag a 5Hiw1 au�andtazbcsaaa5n, ?meted t�qisafthh drru—mwA wo s'rtccrw&=d sigsv&mti =he msd the--SH 3a an°t. Saar4de must to Mcd rat mrgdectm,'J-- mclas. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "1 PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re7quir extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent S S, x Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per B SI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigpid elling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 97 or 10, icable. 1Appty plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. (tefer to )s 160 IZ for standard plate positions. a divisi n of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the confo ance with ANSI II PI 1, or for handling shipping, installation and bracing of hvsses.A seal on this drawing or cover page_ this dr Ang indicates acceptance of professionaQ engineering responsibility solely for the design shown. The suitability re of t is drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. [irlCj! o r/p nertts, ux Job Number: 36CS00059 Ply: 1 SEQN: 667972 / T22 / VAL 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: MVII Wat: 16.8 Ibs / ... 05/29/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes See DWG VAL160101014 for valley details. R 4'1 "8 J 4-1 "8 4'1 "8 Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.005 C - - HORZ(TL): 0.005 C - - Code f Mist: Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.175 TPI Std: 2014 Max BC CSI: 0.129 Rep Factors Used: Yes Max Web CSI: 0.151 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047162 a We It 4. S T 40 015A38 FF 56 81BO BB7F48 00 99 2E 85 FB VoktItem ir Bscestick c$wdizalediryrnamnlhbrt e, 3F.(&L. irs.�FiSH2t an kia da3¢xtwwrt aGavtt w.�ag a SN,�B aLftriucattm—fe. �d ce�fnz�sr3s d�us�.tarm n�nEcsr�xia�rad s�gnesand aad tiro ascthcnt�aa�aea€eaiem Erin erN lcewacydectmnk caylez. ♦ Maximum Reactions (Ibs), or =PLF Loc R /U /Rw /Rh /RL /W i D* 75 128 / 52 /- / 26 / 49.5 Wind reactions based on MWFRS, D Min Big Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 37 -126 Maximum But Chord Forces Per Ply (Ibs) Chords Tens.Comp. A - C 189 - 32 i Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 187 -94 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI an� SBCA) for sa�ety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, e_ AnnTv nlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to a division of +is drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: b6CS00059 1 SEQN: 667973 / T18 / VAL 4EAB Aria " /DR Horton MEAB Aria "D" [Ply: Qty: 1 FROM: AH DRW: Truss Label: MV2 Wgt: 14.0 Ibs .. / ... 05129/2018 12 6 1112X4 B 3X4(D1) A — D C 1112X4 2'1 "8 -� 2'1 "8 211118 Loading CritsIria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.)0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W D* 75 123 / 48 /- / 15 / 25.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0. 0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10. 0 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - - D Min Brg Width Req = - Des Ld: 37. 0 EXP: C Mean Height: 15.00 it()� HORZ TL 0.001 C - - Bearing D is a rigid surface. g NCBCLL: 10. 0 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2. 0 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.024 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duratior i 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.032 Chords Tens.Comp. Spacing: 24.0 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.026 A - B 17 -33 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumber A-C 68 -6 Top chord 2x SP #1 Bot chord 2x4 Webs 2x4 SP SP #1 #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B - C 70 -43 Member desi p based on both MWFRS and C&C. Additional N tes See DWG V 1160101014 for valley details. e. am aw, a ,.� STATE OF .� 70 SEA* 40 015A 38 FF 5B 8180 B€3 7F48 00 99 2E95 FB W4 hurnkm bL claaa . ¢ nd. Ss aced by maumt Martin", FE (F!, ite.cxrrazl an thauasc slwawa alxvroe Haag a 5NA4 ai.ttfant`�tsc�a- ?r%a¢nd es�5as�xf�x sfm:�arxm8 arrit eczaxBmH �nc� anh tad rda6 the.5>�.3 su^Noenttsaz%.�tf¢rnrsst?sa �ar;i�iirae a¢r�s9actm> wolm *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —I ORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requirel extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building y Component Sa bracing per BC attach rigid ty Information, by TPI anct'SBCA) safety practices prior to performing these functions. Installers shall provide temporaryV �rrrey I. Unless noted oftherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Ii drawings 160A}z om �nerrts, ur Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to i for Alpine, a divisiq�f truss in conformance standard plate positions. of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listing this dr and use of this _ ingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see thislob's general notes paqe and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SBCA: www.sbdndu .Corn' [CC: www.iccsafe.or I Job Number: 36CS00059 Ply: 1 SEQN: 667974 / 1-24 / EJAC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: EJ7D Wgt 26.6 Ibs / ... 05/29/2018 1 SEAT PLATE REQ. 24" _ T 7- Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf., NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.010 D - HORZ(TL): 0.017 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.544 TPI Std: 2014 Max BC CSI: 0.348 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 0 40 015A38 FF58 8180 3137€48 00 49 2E 85 FB 3}ilr hcrsiiva iasctoskgsmsscsLFjti�rncd.a3A=aladhy TRa:sw,3 Mart , ?E{fL.1tc."7131 cnthe sateshcwsatsmva v.�nga 5}i�'»i a.th cnttca't sm9c.. 2gintedcz iaxafklax do=M=ZU notozzidmd mast a ti=12d ash eh+x_R d—th.bUmdms mde m".t$a vealf dMaredCdM i- S�ICL Co. i ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL I B 438 1178 / 370 / - 1262 18.0 D 124 112 /101 1- /- /1.5 C 160 / 125 178 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords, Tens. Comp. A-B 63 0 B-C 72 -148 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! I "`IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vgire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, bttrr TPI and'SBCA) tot satPety practices prior to performing these functions. Installers shall provide temporary rrncy, r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Wggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, ranee« ,ar e'. Apply pate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to f 60A-Z for standard plate positions. a division of ,is drawing,any failure to build the on this drawing or cover page re design shown. The suitability any i P Job Numbe�11 36CS00059 Ply: 1 SEQN: 667975 / T15 / EJAC 4EAB Aria "" /DR Horton MEAB Aria "D" Qty: 14 FROM: AH DRW: Truss LabelEJ7 Wgt: 23.8 Ibs .. / ... 05/29/2018 Loading Cri TCLL: 2( TCDL: 7 BOLL: 0 BCDL: 1( Des Ld: 37 NCBCLL: 1( Soffit: 2 Load Durant Spacing: 24. Lumber Top chord Bot chord Wind Member d T3 I SEAT PLATE REQ. C 7' 1 7- is (psr) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) ) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for. Udefi U# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 / 8.0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - / - / 1.5 I Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - C 171 1133 / 91 / - / - 11.5 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code / Misc Criteria I Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.366 C Min Brg Width Req = - Bearing B is a rigid surface. C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17-02.02.1208.15 SP #1 SP #1 based on both MWFRS and C&C. . � s � e w e STATE OF SERIALA 40 01 5A 38 FF 56 81 S0 8S 7F48 00 99 2E95 FB Thisitarn'has +cs,s atadrae rad mx9�Wby mass Warctn 4 nomors Chords T C Ch d TensCom A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 .n £a.. Lk."TtS2! m the dal* shown abewa smog a SNA4 aranhenass't,�scs�la' atnd capksa$xhss daC�Aw. am cr" d:i® �iantl seaidd aasettas.si5: asLiaeeWaeesla e:+w[�aa�rNaesarltcEmr xwk, "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —1 PORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Sa ety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary z rrtrelt bracing per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper_Iy �/ attached rigid elfingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om zanrrirs uz as applicable. �llppty places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to t drawings 160A Z for standard plate positions. Alpine, a divisi of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in confo once with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover pa e, listing this dingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of t is drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this iob's aeneral notes Mae and these web sites' ALPINE: www.aloineitw.com: TPI: www.fninst.om* S9CA wwwsbcindushv mm, ICC* www iorsafe.ora i x Job Number: 36CS00059 Ply: 1 SEQN: 667976 / T9 / EJAC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0 Ibs I I ... / ... 05/29/2018 B 2M(A' SEAT PLATE REQ. L 7- 7- Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W A 270 179 / 188 / - / 151 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 128 121 1104 ! - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 C - B 174 / 135 / 95 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.027 C - - Wind reactions based on MWFRS Code / Misc Criteria Noffit. 1 Mean Height: 15.00, ft CreepFactor. 2.0 A Min Brg Width Req = 1.5 .00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.505 C Min Br Width Re - 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 , Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 015A38 FF 5B 81, BO BB 7F48 f)0.94 2E &5 FB YtiL item'9easb"p akttt pz',azd zrd=lad by Maftimartaw, ns Chrds T Comp. oe. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 PE VL. tic. o4711al an tha c?,aw Sum a6on Wang a 5xA,1 - :rdiart3g3i�'ie.2ia 2rtatad xs�iarzh�s d'x�sr-,imm rrm=nitemed s*vadwM tx!aied crab kiae SA-Z av3hantsa4is�cr�fa nu tiha vzrif&ws mydodrark j caylns.. I —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI an SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary rfn� bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 83, B7 or 10, : em anents uc as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to P drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professiona 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. For more information see this lab's aeneral notes page and these web sites: ALPINE: www.alpinedw.com; TPI: www.lpinst.org; SBCA: www.sbcindustry.com; IM www.iccsafe.o I P Job Number I36CS00059 �Ply:1 SEQN: 667977 / T23 / JACK 4EAB Aria " 6 /DR Horton /4EAB Aria "D" y: 1 FROM: AH DRW: Truss Labef: 1BJSD gti 19.6lbs .. / ... 05/29/2018 Loading Cri TCLL: 2( TCDL: 7 BOLL: 0 BCDL: 1( Des Ld: M NCBCLL: 1( Soffit: 2 Load Duratic Spacing: 24. Lumber Top chord Bot chord Wind Member d C SEAT PLATE REQ. M O N to cr) 2,4" "{' S- _I 5' is (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 373 / 162 / 330 / - 1158 / 8.0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 113 / 77 / - / - / 1.5 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 D - C 103 182 142 1- l- / 1.5 EXP: C HORZ(TL): 0.008 D - Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 1 &00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Brg Width Req = - 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.171 C Min Brg Width Req = - Bearing B is a rigid surface. C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0,000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 63 0 B-C 46 -115 SP #1 SP #1 based on both MWFRS and C&C. 0 13 40 01 SA38 FF 50 8180 B57F41300992E95FB Phit Itartt'haz txm ckcsica`�pz3�nad a�9:ealac+hy t.7axvzs5 ktartinca; ?E (FL, iLc.�47f92) an thacrisesiwwa aCa� v.�g a SitJki actti�r,Y�.tfesa�ie. P75mm� cs�smrxtau si�xzm-sa ara s+�t ccxssd�issd �arasf smalad and the r, Sak4hendmfi acod* mmt tam -m9fW m wartdecitmrAz azrjm Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! " I FORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requir extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component S fety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �ytiey. bracing per B St. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. LPppty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Zefer to om/mnrrrts, nr drawings 160 Z far standard plate positions. Alpine, a divisi n of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in confo 'ante with ANSI PI 1, or for handling' shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this dr ing indicates acceptance of pro-fesszonat engineering responsibility solely for the design shown. The suitability and use of this iawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. I Truss ry B Aria "D"B/DR Horton /4EAB Aria "D" I �t 16.8 Ibs I FROM: AH 978 / T12 /JACK DRW. / ... 05/29/2018 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot,chord 2x4 SP #1 T SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00•ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors,Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE L Defl/CSI Criteria PP Deflection in loc Udefi L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.007 D - - HORZ(TL): 0.008 D - - Creep Factor. 2.0 Max TC CSI: 0.309 Max BC CSI: 0.182 Max Web CSI: 0.000 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh 1RL /W B 263 / 96 / 208 / - / 129 18.0 D 90 / 13 170 / - 1- 11.5 C 119 /93 /62 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords] ,Tens. Comp. A-B 27 0 B-C 53 -120 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 4001SA38FF5B81BO8137F4800992E35F8 iblt Itemhm bmmn m!e yAped :=d=104 by rsacmast Warm", (Ft, ue.e4aas21 on thadateAcwa ab avm w.Ing a VA4 aseihendrat�saa�im. turderPimxnictdadwummatawnot C=5i mc1%M6=AzWkd mac tine SF�Al =*—n d* mast tam smdfbdm mydamttmrA-- cm ltls: **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building f Safety Information, b, r TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, ) Apply plates to each face of truss and position as shown above and on the Join[ Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. a division of its drawin ,any failure to build the on this drawing or cover page re design shown. The suitability Ur Job Numb e l 36CS00059 Ply: 1 SEQN: 667979 / T21 / JACK 4EAB Aria " , I " /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH rDRW: Truss Label: BJ3D Wgt. 15.4 Ibs / ... 05/29/2018 C T 12 I 6 M O 3X4(A1) B r `n 1 fV D A SEAT PLATE REQ. 2'4"3' 3' Loading Cri ria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 2000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7. {0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 324 / 157 / 309 1- 1 115 / 8.0 BCLL: 0.110 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 44 / 25 157 / - /- / 1.5 BCDL: 10.0 Risk Category: II Snow Duration: NA HORZ(LL): 0.009 D - - C 34 130 / 32 / - 1- / 1.5 Des Ld: 37 EXP: C L 0.009 D - - Wind reactions based on MWFRS 00 )= NCBCLL: 10 Mean Height: 15.00 ItHORZ(T 00 P Factor: 2.0 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep TCDL: 4.2 psf Soffit: 2. 10 Bldg Code: FBC 2017 RES Max TC CSI:' 0.938 D Min Brg Width Req = - BCDL: 5.0 psf C Min Brg Width Req = TPI Std: 2014 Max BC CSI: 0.231 Load Duration. 1.25 MWFRS Parallel Dist: 0 to h/2 Bearing B a rigid surface. Spacing: 24. P 9• C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s):, - Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A - B 63 0 B - C 15 83 Lumber Top chord 2x SP #1 Bot chord 2x SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member desi n based on both MWFRS and C&C. B - D 0 0 "tee 4y � A No 047182 TAT 4 �aa N AA 40015A;38FF5B81BOBB7F4800992E85FB Thu Item h=be ak 's5gsad wA=Iadtp MA t9Nlartfact M (n., t%. r4;rm2t on medite Shown atevaWni;a SPA-3 aL7ieiitiia4 'i6 C6:ia. mtte7 as o$3}dz divua�rs a��tcrmilessrei4 lgnadmad=Iad apt ttc�:a3:i;,v2$ent�a•P�scodamczt EmacdtieJ.ea�aaydactra,ab_ cr�las.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —I PORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reguir Component Sa extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Information, by TPI bracing per BC ety anc�'SBCA) safety practices prior to performing these functions. Installers shall provide temporary nlrclf 1. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a attachetl rigid as applicable. property eiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610,m Ton4rrts ,u Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to T drawings 160A Z for standard plate positions. Alpine, a divisi truss in confo of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ante with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , its this dr and use of tf�is wing indicates acceptance of protessionai engineering responsibility solely for the design shown. The suitability drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this IaWs general notes page and these web sites: ALPINE: www.al inefw.com• TPI: www. inst.o ; SBCA: www.sbcindu .com: [CC: www.iccsafe.a Job Number: 36CS00069 Ply: 1 SEQN: 667980 / T13 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 5 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 05129/2018 Cs] n M O � 2X4(A1) B io CV 4" A D 11-11 SEAT PLATE REQ. 31 1t 31 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W B 193 / 76 / 162 ! - / 86 f 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 / 41 / - ! - / 1.5 BCDL: 10.00 Risk Category: li Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to hf2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Rep Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 1 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 A - B 27 0 B - C 29 -105 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per,Piy (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C$C. B - D 0 0 ♦,.No 047102 w* We "v io ' . STATOr E 0a*° Ste* 4001SA38FF'5881BOBB71F4800992E95FB r4.4Iternkm been eiettrw1mWMped'me st<alad'by Lbr,.i wartbres, ?"E(FL. L1t.m1unt on the daffishawa abm wing a VA-1 aetltenekaticxw9e. Shad 1 0Pias0f*A dtxr. etaare natcaxaxYaaad 4nVd1=z1=.1ed I ' awd t1,4m a«i mmi bavedfeei on amycivAmk =rA —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, by TPI anSBCA) for safety practices pnor to performing these functions. Installers shall provide temporarryy ritfey bracing er BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, ota xrxrents,ric as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 16OA-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 ANSI9 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For mnre infonnatinn see this ioh's general notes nacre and these web sites, ALPINE: www.ali3ineftw.com, TPI: www.loinst.om: SBCA' www.sbcindusW.com: ICC: www.iccsafe.ora Job Numberji36CS00059 Ply: 1 SEQN: 6679811 T14 / JACK 4EAB Aria " " /DR Horton /4EAB Aria "D" Qty: 6 FROM: AH DRW: Truss LabeI:1IBJ1 Wgt 11.2lbs .. / ... 05129/2018 4"3 W 12 6 F,--- C 2X4(A1) B SEAT PLATE REQ. CM i— n 1' 1' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20 00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7. 0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 l77 / 145 I - / 42 / 8.0 BOLL: 0.130 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - / - / 1.5 BCDL: 10 00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -14 ! 28 / 25 1- l - 1 1.5 Des Ld: 37 0 EXP. C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10b 0 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor: 2.0 P B Min Brg Width Req = 1.5 Soffit: 2. 10 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = Load Duration: 1.25 P MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24. C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s):. Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 28 -19 Top chord 21 SP #1 Bot chord 2x� SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 No 047182 10 40 01 5A 38 FF 5B 81. $0 BB 7F 48 00 99.2E 85 FR ihsc ltamhmbsan cletrrcelcaD Apad mid salad say WrwiI MArtInw, ?&. (rt, tYE.C&i3H21 as �,m�'alc srtowrk atia� arsng a StiA-i acMtanticakEa�a�a PYbtad capinofthk dfxerrr Awa notcrayM&T d'itpad mqa kd and the ehr"A,1 authant;taiieastoda narsE be v AA d cn2zVtdectrank cylas. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —1. PORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re7Quir extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen f Sa ety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy aney per B I. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ailing Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om rorlerurtz cable. Appty pfates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to t Is 160A Z for standard plate positions. a divisi n of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the confo 'ante with ANSIII PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this dr giving indicates acceptance of pro essronal engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I Truss ZB Aria �ID"C/DR Horton MEAB Aria "D" I yy9t 42.0 Ibs I FROM: AH 982 / T25 /HIP_ I DRW % 05/29/2018 I -T L 6'3" 9110"1 i r 6'3" 3'7" 't C SEAT PLATE REQ. 1'5" 6'1"4 + 32" i 6"1 6'1"4 9'34 9'101 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. J Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 / 154 / - /- /- / 10.6 Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 1129 /- /0 / 0 11.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 I - 1- 1- / 1.5 HORZ(TL): 0.007 F - - Wind reactions based on MWFRS, Code / Misc Criteria Creep Factor. 2.0. B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.316 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.308 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208. 55 Chords Tens.Comp. Chords. Tens. Comp. A-B 9 -6 C-D 59 -74 B - C 295 -638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords: Tens. Comp. B- G 578 -259 F- E 0 0 G-F 570 -262 � ee�aa��ar ''� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. W�der, G-C 181 0 C-F 314 -684 NO 047102, e +a � a 'TAT 4001SA38FF5391S0*8137F4800992E95F8 ThU tears€'LA btmazad=iedby Mawl KRart1nm4 �(Fi. 4fs.C4TSH21 aef 4itdaSa sfmwaarxew tr.�,ga SNIaE �'&lison�caiter+zn�fa. '2i�staedct�fiC6�s daceat� mtacztaxil�sd d�rue!das�$ fad and tie..eu"Aoa av aA t'aairr code n+zt 6e c�c+3f%f.Cr2nVd0dMCk =401. **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 Componen Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrYy ntrey bracing er BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, I onrpcnents uc as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf"Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of tNSSes.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Numer 1 b36CS00059 Ply: 1 SEQN: 667983 / T26 / HIP_ 4EAB Aria " " /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: 1CJ7A Wgt: 42.0 Ibs .. / ... 05/29/2018 T SEAT PLATE REQ. 6'3" 9'10"1 6'3" 37" 0 6'1"4 3'3"12 5" 15" 6'1"4 9.5"1 '1 "1 Loading Crit Ina (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20. 10 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.6 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 B 303 /204 /- /- /- / 10.6 BCLL: 0. 0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 353 / 165 / - / 0 / 0 / 1.5 BCDL: 10. 0 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 31 / 15 / - 1- 1- / 1.5 EXP: C Des Ld: 37.)0 HORZ(T) L : 0.007 F - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 NCBCLL: 10. 0 TCDL: 4.2 psf E Min Brg Width Req = - Soffit: 2. 0 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.200 P D Min Brg Width Req = Load Duratio } 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.301 t Bearing B is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.233 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -11 C-D 51 -66 Top chord 2x SP #1 Bot chord 2x SP 91 B - C 316 -590 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber ur.Fac. 1.25 / Plate Dur.Fac.=1.25) B - G 550 -278 F - E 0 0 TC: From 0 plf at -1.41 to 55 pit at 0.00 1➢ G - F 538 - 276 TC: From 2 pit at 0.00 to 2 pit at 9.84 BC: From 0 plf at -1.41 to 4 pif at 0.00,,, BC: From 2 pit at 0.00 to 2 plf at 9.84 � r �� :ee Maximum Web Forces Per Ply (Ibs) TC: 7Ib donc. Load at 1.41 Webs Tens.Comp. Webs Tens. Comp. TC: 99lb nc. Load at 4.24 y " TC: 222 lb onc. Load at 7.07 G - C 271 -62 C - F 331 -645 BC: 23 lb cnc. Load at 1.41 No BC: 96 lb onc. Load at 4.24 BC: 174 lb onc. Load at 7.07 Wind Rrft Wind loads ar�d reactions based on MWFRS. STAYE OF 40 015A38 FF 50 81 BO 857F 48 00 99 2E 95 FB This itcrtitus bccnmlacit fzty m, cd arid: zladby b7w it Mzrtbcs, F.4FL. i1c.047U121 on the date Aawaabam riz SNA•l zratlscaiGta'ir�.rrzzzye. p1bt crytmxmrita�. dacerzaAermmotasui wed 4-7'sa add:malad wt0,&SF.A.3 autlrmn rstesaac�]m mrmt-Faa za rN;ed t9mctrars cplax.. I I '*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s requir extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BC I. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigid ceilinLocations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, om Moir cable�AppYj plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Zefer to 1 Is 160for standard plate positions. a divisof ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the confonce with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. 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Partially Enclosed. ExDosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14' 0' Q F Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 131 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' ' 9' 2' It' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 111 ' 9' 1' to, 1' 10, 10, 13, 8' 14' 0' 0J D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' ' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V ' 8' 3' e' 111 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' ' 10, 6' 13, 3' 13, 9' 14' 0' 14' 0' _ -P _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' B. , 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 1' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' N79' it, 10' 4' 11' 10' 12' 8' 14' 0' 14' V #1 4' 5' 7' 3' 7' 6' 8' 7' 8' it,' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' ' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' S' 11' 6' 4' 7' 11' 8' S' ' 10' S' 12' S' 13' 3' 14' 0' 14' 0' QJ D F L Stud 4' 1' 5' il' 6' 4' 7' 11' e' 5' ' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' ' 10, 2' ill 0' IS' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ' 11' 6' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 1 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u' (J Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O H F 1 I Standard 4' 5' 6' 6' 6' Il' 8' 8' 9' 3' 10, il' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' e' 0' B' 3' 9' 5' 9' 9' 11' 2' ill 8' 14' 0' 14' 0' 14' 0' 14' 0' d c P #2 4' 8' 7' il' 8' 2' 9' 4' 9' 8' 111 1' 111 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' G D F L Stud 4' 6' 6'' 1010' 7' 3' 9' 1' 9' 7' 11' 0' Ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' s--i Standard 4' 5' 1 8' 1' 1 8' 7' 10, it, 11' 5' 12' 8' 13' 7' 1 14' 0' 14' 0' aymm Abouti able Truss Diagonal brace option, -f- vertical length may be I doubled when diagonal IB' )K brace Is used. Connect L I diagonal brace for 690tl 'L' -fl- at each encl. Hax web Brace total length Is 14'. ?K)K 2x6 DF-L #2 or Netter diagonal 'r' Vertical length shown brace) single 81 x In table above, 45' or double cut L 1 (as shown) at upper end. ontlnuous Bearing Connect diagona at tlhlllllfll midpoint of vertical web. Refer to chart above for max ga�Rhe r'�(Na ovARNV4M- READ AND FOLLOW ALL NOTES IN THIS DRAWING! -IMPORTANT>• FURNISH THIS DRAWING TO ALL CONTRACTORS WCLUDD& THE INSTALLERS. ��,% Trusties reque extreme core in Fabricating, handling, shipping, InstalUng and bracing. Refer to and Corequire llar the latest edition of DCSI Quitane Component Safety information, by TPI and SBCA) far safety EN& proctw prior to performing these functlons. Installers shall provide temporary brodr�g per BCS1 �`�` y` ural Unfess noted otherwise, top chord shall have properly attached structsheathing and bottom chord Z No r shall have a property attached rigid ceieng. Locations shown for permanent lateral restl ht of webs have bracing Inst.Ued SCSI 83, 97 or DID, appikabte. Apply to each face Z O .hall per sections s plates of trusc and sltbn shown shave and an the Joint Detags, noted_oSOer Ise. Q - - — - - -- _unless Rafer—to=dro: s=160A=TF�dar =+latd� e=pos+tlens, —_ — Alpine, a division Bu of ITW dl Components Group Inc shall not be responsiblefor any deviation from AT� OF AN rrW COMPANY this drawl,,#, any f.n—. to " the truss in conformance with ANSI/TPI 1, or for handing, shipping, % .Q Installation L bracing of trusses, ✓v`C A seal on this drawing or cover page Ustbg this drawing, indrotes acceptance of professional engtxerirg responsa,Wty solely For tfx der shown. The s,dt.Mty d use of this drownp ANSVTPI i Ser2. fr Is the the anB Uft Deslgner V - i �/(` © � 13389 Lakefront Orive anY StraChXa recpondbWty of per for Information this 's and these eb s, site is 4-048fAl.. Eedh City, MO 63045 more see general notes Page ALPINE, wwalOneitw.comi TPD —tahstorai SECA, www.sbcindustry.oral ICG www,cesmf#4rg NW� 0 04 11 Bracing Group Species and Gradest l Group AI S ruce-Pine-Fir Hem-Flr Y1 / #2 Standard tl2 1 Stud #3 1 Stud 1 03 Standard Dou las Fir -Larch 13 Southern Pinexxx #3 Stud Stud Standard I Standard Group BI Hem -Fir #i 8. Btr #1 Dou tas FIr-larch tt1 Southern Plnexxx #1 #2 #2 F 4Braces shall be SRB (Stress -Rated Board),II "For Ix4 So. Pine use only Industrial 55orIndustrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails, )K For (1) 'L' brace- space nails at 2' o.c. In 113' end zones and 4' o.c. between zones. )())For (2) 'L' braces, space nails at 3' o.c. In 16' end zones and 6' o.c. between zones, 'L' bracing must be a minimum of 837 of web member length. Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2%4 Greater than 4' 0', but I 4X4 less than t2' 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF MAX, SPACING 24,0' Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to- Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, sc ',.6 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'I Relnfo MerA Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for ver�tic81 studs,__ _ QRefer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Naliss 10d Common (0,148'x 3.',min) Nails at 4' oc, plus (4) stalls In the top and bottom chords. Toenalled Nails, 10d Common (01481x3',min) Toenails at 4' oc, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A1e030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A2003CEND101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -halt - Dr - End -nest To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. deb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP S3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf, 'T' Mbr. Size Increase 2x4 30 2x6 20 ���0^ ll•^ o IIJI�\\IJI I t�'� AN I1W COMPANY i3WLakeMDdve Eat CIty, MO 63045 eaVARNRJGin READ Aim FOLLOW ALL MUM HH Tin IWAvwrr wetHPOtTANnn FllRfQSli This BRAvarG m ALL tatlRAcrvts B'71UffitC Tie INSTAIJFI2S. Trusses req�i"e extreme care In fabrlcatft, hands Install and brat Refer to and InD. shipping, Fallon the latest edition of B these se f Conponrnt ufety all pration, y TM and SBCA) for safety es prior to pee, top these functions. Instntlers shall Provtae temporary bradn�n par BCSL rshati`ti`s noted otherdse, top chord whntt have property nttnd+ed structural ahaothung and bona, chord shall have a property attached rl�d cetlho, Locations shorn for permanent lateral restraint of sebs H7 or H10, as apptknbtsa Apply plates to each face of t have and of truss oml ppoo�khn as sham above and on the JoIM Hetafte, unless sated atMrelse. ionInstattedss per HCSI sand on the position Refer to 3'orrps 16OA-2 for standard plate posltbns. Alpine, a division of ITV 130dhg Components Gra�4 Inc shall not be responsible far nn_y deviation iron this dravinp any failure to bultd the truss In conformance with ANSLnPI 1. or for handmq, sNp*,;, Installation I bracbp of trusses, A wool an ifs drorInp or cover pa lisMg tfw drawft, Indicates acceptance of professional stq�sr►�p 1ty solely far t t�r desl�n sin':► Thr :u1ra6Mky and use of tNs s"a'w+o Par- arty s3 ucdr�*' • is tin regmeablety of tin bidft Hestgner Per .=. 1 Ser2. For ware information see this ,pi''s ®ester°l mat °y thee° eeh dtws' ALPINE wawa elteconi TPL www. In=0Wr 0, SBCM wrw Lary &d wJccrafe.wg tw``il 'Ar.,1 TOgi S"q "�G6tlq .,H '€ s.die M � w�-:.o- Na 047983 slit fir: - t per, B.IpxH gtt 0 : r "* :�tanyat'"f0:x 4� Nd4Lr Cat aoc,sa rsea' am��. -- •,"".," �W_._. MAX. TOT, LD. 60 PSF REF LET —IN VERT DATE 1O/01/14 DRWG GBLLETIN1O14 DUR. FAC. ANY MAX. SPACING 24.0° x Hip Frame Details Hip Frame 2; 'R' Ithed Use this detall ASCE 7-10, 180 fors mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Residential, Wind TC DL=4,2 Kzt=1.00 Structuro,4 anels must be properly attached directly psf, To hint%%" iYwr;llns. -VARNBG- READ Arm M- OY ALL WrES CH inks BRAVDKR N(� "� REF HIP FRAME wwWMTANT.. FURNISH THIS VMVM TL ALL CINiRACMM mcLIG)M THE INSTALLERS. rNo�N '� Trusses require tram. care I: fabrknt)ng, hondling, sWpping, Instalft and brochg. Re"— to and `� fS.uv the latest etlltlon of BCSI CBuading Component Sofety Inforrwtbn. by TPI arW SBCA) For sDATE 10/01/14 practices prior to perfermhV these functions. Lrstellersingprovidetemporarod.gperBCSL,mess noted otherwise, top &, d swu Imve properly sttnched structurol sheotNng andbottom chord = DRWG HIPFR1801014 shop havenproperlyattachedr ttleimentlternlrestrainoP absshallhove bndng Installed Per BSI sections H3, 87 or BIB, as epdirabl.. Applyy plotes to ...h Fce pF truss nntl position ns shovn above and an the Joint BeW0.s, unless noted otherrise. = mw�ne, orvision o „ g uanpomwnzs uravp - son, par.-11 r C� AN ITw aDMPANY tMs drodng, arty f 0.ure to build the truss In C-Forvwnce eitfi ANSI/TPI 1, r for hnn e. shlPPig, ' f - Installailon 6 breWg of trusses. V A sent on this drawbg or cover page Usting this dravI :g, Indcates =¢plane of professlonel "S'r resporns,,lUty s-I fr tir de shoes The sJtobtlty end use of tMs drneig i ` front Dfive fr an�ture is the responsWitY oP iho BWIdMg Bedgrur pr ANSV 1 Sae2 CAAAd L L��ae Earlh City89 0M063046 For more Information see this Job's General notes page and these gob sites, yyf/�ej�'", S ALPIND r aipinairi.coml TPI, wvw.tpinst.rgi SBCA, —sbclndustryorgl ICO nwlccsafe.org A Valley Detail - ASCE 7-10: 160 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)K Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -palled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1,00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from Cl. single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max, (- 2X4 X4 �— 8-0-0 max 4X4 12 12 Max, I 1X3 1X3 I (Max Spacing) 5X4/SPL 1 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Unless specified-otherwise-on-engineer=s-seated-de-sign,-far vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.01) nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with; properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xx* Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley l Le-nalted as 2X4 � SQ 20-0-0 (++) -I Supporting trusses at 24' O.C. maximum spacing, Square Cut Bottom Chord Vall 2X4 4X4 if Stubbed Valley Optional Hip End Detail Joint Detail "WARHDIfiww READ AM FMI" ALL NDTes ON TM MAvlM ��`�1— i0.1(����',+ TC LL 30 30 40PSF REF VALLEY DETAIL 'DrMTAtRd FILMUSH TWOS ➢RAVM m ALL CONTRACTM INIMIJUM TIE WTALLERS. Trusses regWre estrcne care M fabricating. )tond➢n0, shlpp4g, Installing and bratln0g.. Refer to and ��`� �. FE: , �, �.�C DL 20 15 7 PSF DATE 10/01/2014 callow the latest emtian of SCSI (Building Conponent Safety Information, by TPI and S➢CA) for safety :� , .-. '� praetkea prior` to periorNng these f.notions Inatalierw shoo provide tenpornry _brodno per ➢csL rr ) DL 10 10 10 PSF DRWG VAL160101014 Ww s noted otherwise, top chwrd shall have properly attached structural hea an boStan tlwrd �F .. shall have a properly attadied Held celOnpp Locations shown for pernenent lateral restraint of abs shall have erocIng Instebed por ➢CSI see am ➢3, ➢7 or R10, as a kable. Apply plates to each face ,y LL 0 0 0 PSF I� of truss and position as shown above and the Joint Details, unless noted otherwise. oa 7, d �po Refer to drowi gs 16CA-I for standard plate positions""r//' Alpine, mvtson of l7v ➢Wldd��po ear�pmnts Gro�,p irc. s/wll not be responsiblw for any deviation from — TOT. LD, 60 55 57PSF AN 11WOOMPANY this d—Ing any failure to bull the truss In confornonce With ANSIITPI 1, or for handun0, shipping. • OFInstallation 1. bracing of trusses. A seat on this d-Ing or cover page listing this drawing• ewacetes aeceptonee of professlonat w 4rawrorks re s«ety for the doo shim The sultabltty and use of this drowwp �, l� �+ ( `J� UR.FAC.1.25�1.33 1.15 1.15 far a- any s +.twe is raspo�t iry of fhe &ir8p gesowr per ANSUTPI 1 S--Z , fi r� l '' t3369 Lakefront Drive for none Infornati n see this Job's general notes p{Wegs and threes web sites '�i „r(i t SPACING 24,0' Eanh City, M063045 ALPIN, wwo tpjn jt—j TPI. www.tob-t—al S➢CA, ne.sbclnlA+stry..V) ICO —kcsafe-0 :'r 111111509— Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0. Or 140 nph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain purUns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enolneer's sealed truss desinn drawino for oloovback and base truss specifications. Detail A 1 Purlin 12 up to 12 4' 2' 2' Spacing = 24' c,c, or less Brun apacing = 24' o.c, max 4' L—Top Chord Scab (Typical Each End) Flat top chord purUns required at both ends and at 24' max o.c, spacing In between, Detail B , Purlin Spacing > 24' o,c, Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3,5'). Up to 12 4' \\ I I \\ / I I I I \ Purlin Spacing ) LTop </ 24' o.c. max Chord Scab (Typical Each End) Chord Flat top chord purlin, required at Depth both ends, purlin spacing > 24' o.c, Note, If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detall A. WAWe1Gta READ ANDFOLLOW ALL NOTES ON THIS DRAVMM KsWORTANT, FLMSH TWS DRAWM TO ALL CONTRACTORS THCLUDDIG THE INSTALLERS. Trusses requlre extreme core In fabricating, handling, shipping, Installing and bracing. Refer to and t� Fellow the latest esItlan of BCSI CBusdimg Component Safety to —tion, by TPI and SBCA) for safety N` provide l s these ll have mil cingand per BCSI. Unt sknoteedd to wise, top chord bottom chord ` y sc otheror shaproperty attached structurat — y g and shall hove a property attached rigid locations shaver, Par permanent lateral wets IL�J) J or eta, ac apitess, lo. Apply ptatx to each Paco sections t" to h shall hvo brewing Inct49 s per BCSI sections the of truss and pposKbn as shown above and on the Joint Oeta4c, unlose noted otherwise. = Refer to dnwk,gs 160A-Z far standard plate positions. from ANITWQOM - Alpine, a division of ITV BuHdng Campanontc Group Inc shall not be rtsponsibte for on tlevWtlon d win -any-fn4ure_ta butd the truss In conformance with ANSI/TPI 1, or for herKAng, shippbp, Installation . 1---i g of'4` - Y os ` A sent an this all r welg or covrr page drowk,g LLthis , a es accoptencaaf-profac - enwlneeri,g responsibAlty solely far the dessking ign shown The sWtobWty and use of this draeft for any sdvcdre is I respw,s9otlty of the �ding D-lip r per ANSI/IPt 1 S-2. AA 13389 Lakefront Drive Eartn Ciry,M063045 Far more In Formation sot this ,Job's general notes page and these web sites, ALPINE, wew.alatmaltw.com, TPI, wwe.tphstwo; SSCA, aew,shchdustry.orgl ICC, wwwtccsaFt,org rtpfkl Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nolls (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. Attach purlin bracing to the flat top chard using <2) 16d box nails (0.1351x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nalts, (4) Into cap TC 4 (4) Into base truss TC or 0) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails, Notes Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' D.C. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c, with (8) 6d common (0,113'x2') nalls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c, front to back faces. 2x4 Vertical Scabs 2x4 SPF #2, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box naps (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Plaoyback Plate One 28PB wave plggyback plate to each face @ 8' o,c, Attach teeth to pplgg back at time of fabrication, Attach to sup or Ing truss with (4) 0,120'x1,375' nails per face per ply, Piggyback plates may be staggered 4' o.c. front to back feces. v\CiE{j/S�'�iL'�� ATE OF Mi I tm-1d ` `" SPACING 24.0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 _ C L.R - R_e i_n -F o=r--ctn- -g This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detall Is only applicable for changing the specified CLR shown on singte pty sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For, minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 Center scab on wide face of web. Apply (1) scab to each face of web, M-e-M b=e-r- =-S u-b sttu t i o n T-Reinforcement Or T-Reinf. L-Reinforcement: ar L-Reinf, Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' c.c. Reinforcing member Is n minimum 80% of web member length, T-Reinf, L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. DMWUQ U>.Ie MUNTU FURNM wAv �c TMM wo &L mw�t� Dhacull) e M DWALLEM 0"`vEj„ �lj�j'i�, TC LL PSF REF CLR Subst. Trusses requW oxtrene care In fabricnthg, hondWg, shipphg, hstaWng and Refer io nM i Pnun. the latest emwn of Best �mm�o mnporent safety k.Farn "' by TPI on°a" ecA� Pnr tnf.tr .�� � `, A/ �. TC DL PSF DATE 10/01/14 pprraactices prior to to-fornhg these functions. Instagers shal provide tenporary br—N per DCSL `�� \G NS �/ �i Wless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord _ C DL PSF DRWG BRCLBSUB1014 v shall have a properly attached r1CoId Celthp. Locations shorn for pernanent lateral restraint oP webs shalt have bracing installed per BCSI sections H3, B7 or BIg, as ap icnble. Appl pintas to each Pace d �O of truta and potltmn at shown above and on the ions. Data.t, u�:aa noted a�i.r.ta. = � $C LL PSF l�l,f— Refer to drawings 160A-Z Par standard plate positions. Alpha, o division of 1TV Buadlna Conponents Group Inc shall not be responsime for any deviation fro, = '0T. LD, PSF AN MCOMPAW this drvsing, any failure to bA the truss In confornanm with ANSLTPI 1, or for hnrsAing, skipping, /4'�'� G� Installation L bracng f trusses., A seal an this drawling ar cover page ltsthg this drawhg, bwlkates—aptance of professional Y �q ty saelr far the deJgn shown The sultobBlty vid gse of trait dra.k,D DUR, FAC, far and y strucrethe reapaulbWty of the Du9AnH Designer per M7St/iPf f See2 7s `'aP !'1 �� �;� 13389 Lakefront OAve �$ Earth Ciry,M063046 armor more hPornstlorosee this Job's ge rol notes page�ntl thes�M1 eb sitet.e^__.. sPf�i1� —..t1, SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid onlyy for single ply trusses with 2x4 or, 2x6 broken Members. No more than one break per chord panel and no more than two breaks per truss are allowed, Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member lengths) = (2XL) + (B) Scab member length (S) must be within the broken panel. Noll into 2x4 members using two (2) rows at 4' o.c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o,c., rows staggered, Nail using 10d box or gun nails (0.128'x3', min) into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail ma not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s L L Typical ~ + o + o + o + o o + o + o + 0 + —1 2' [---- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi o = Front Face 2x4 Member - Double Row Staggers 2x6 Member - Triple Row Staggerer Nail Spacing Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24' 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web -or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Minimum L ])lstonce "VARNIQ-- READ AND FOLLOW ALL MOTES ON THIS DRAVENGI `�� �"" - ..y t'y� REF MEMBER REPAIR ..DIPORTANTu FLW%4 THIS BRAVING TO ALL CONTRACTORS W-MING THE INSTALLERS. hw ��Alt ys Trusses requva xtrene r In fabrkating h...Di t, shippin9, InSWUng and la —kV. Refer to and ? N 5!k�• p� Folto. the latest odiYlan of BCSi (Hrlreng :anponont Safety InfornotWn, by TPI and SBCA) far safety \ + DATE 10/Ol/14 p'actrca5 prior to perforning these functions. Instollers shop proviso terpornry luadng per BCSL N� \„ Unless rested othe..Ise. top chord shall have property attached structural shentNng and botton mar DRWG REPCHRD1014 / shall have property attached rigid ceiling, Locations shorn For pernonent lateral restraint of rebs FI nO L—. cnall hove and pas Instas per above and on the J or DID.Details, as unless no Applydot ptntec to each face / w Q IILIl�111JL�_I't of truss and pposltlo as shorn above nntl on the Jant Deta0.s, unless noted otherrlse. � �� Refer to dravings 16DA-Z for standard plate positions, j o _ _ _Aly41e, a �vlslon of ITV HWIdInO Conpanents Group in� shall not be responslbte for any deviation from r� A1i'mnfN�eM — gv rye - to-M/td-the-truss I �conf_orronce rtth ANSL7P1 L or for handling, sKppIn9. !/1 � rb, a hstnilatlon 6 bracing of trusses. - �I Q p �+� A eeN orl tNs draeY.g or' [Orel' Page llstL+B this drneh a Indicates acceptance of—Kdf winbnnt englr.eerhrg responsa)11ty sdely for tha de shorn. The sWtabslty and use of thla drawing � "F•.•�+°" i :� - 13389Lakefront Dnve far any structure the respans6Ntty uosf ifx n8u0.�RroDesi� Q per ANSUIP1 I Sec.2 s Earth City, MO 630a6 For more I.Fornati.. se J� g page and these eob sites' J/J/ IJNtl 4. F••t\t SPACING 24,0 MAX ALPINE.. rralaineltr.[an. TPIn rrr.tolnct.oror SBCAn rrr.eb[Industr-- IM rrrJ—F—a ///r r...,. r\\lt THIS DETAIL APPLIES IO-ANY_PI-TCH,-ANY SPAN, ANY TOP_CHOF LADING -AND -ANY TRUS-S-WEB-CONPIGURATIDN- FOR -24' ❑.C. 11X> STANDARD BOTTOM- C-HORD-PAUSE—FRAME-DETAICS SPACING AND 1OPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS MITFn nN THiR RHFFT 4' 0' OC MAX. LENGTH T0. TRIM FILLER EXISTING FILLER I SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTI❑N. IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING. EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS N❑ SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER f USE THIS DETAIL FORT CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. i LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) t0d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') xl,375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). ..... •WARNa� BEAU MM FOU.13W &L NOTES w TM MAVM ��.%' J�lr IU!/���,; 'a, REF BC FILLER e.OFORTMT" FU 0111 This MAWD6 TR ALL CONIancTURS m 1.01M TIC MTALMM `,. �,d Trusses require extreme care In fabrioatlN. handling shlppllg. Instal and bracing. Refer to and ���'e DATE 10/01/14 fdilo• the latest edition of 111 ®wading Component Safely Tnfornatbn, by TP[ and 111 far safety tices prior to perforNng these functlons. Installers shall provWe tefp bra pprraatc oorroorryy and per aCS1 es Unlecs noted otherwise, top chord shag have property attached structural sheathing end bottom chordN DRWG REPBCFIL1014 shall have a properly attached rVIp ce! Locations shown for permanent laterat restraint of •ebs�r)Ng shallhave b X l lon zed per abo[ sections th J or alp, os applkabno Apply plates to each face�l�luoftruss art p hins all sham abovo and an Sing JOMt 1110, a , unlrss rated othanlse. Fiu'--ReFer to dra.ings 16CA-Z for standard plate positions. Alpine, division of ITV Puliang Components Group Imo shall not be responsible far my deviation fromCS Aa E OF: AN RWCOMPANY We draxing ay fa6ure to WLd the truss In conformance with ANSLTPI 1, or far handling, eMpp1mg, ,pQr installation i bracing of trusses. -A seal on tuts dra•bg or cover pa listing this drawing, bldeates acceptance of professional %i�� �L O FI ��%�' Fr��re solely for the design sham. TM aattabaliy and use of this dro•bp \` y raspansm4itY aF tho BLAdhg aodi9ner per ANSVTPI 1 Sec2.'�� 133ag Lakefront Odve Far more information gee tlitl�b b's egral notes pope end thess eb sites r�r V eanhCity,MO630as _�. ...... ... uJ: __ r.. ...r. . ` .!�l�C?AfAI ..a� 91 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1.00. wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128ex3,0°, min) nails at 8° o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. N❑TEi Add 210# uplift (max,) to reported truss uplift for wall connections, vARNB�. READ AND FmLDV ALL NOTES ON THIS DRAVM ..Tl�WtTAHT.a* FLRMSH TM DRAYiNt: TD ALL C@IfiNCT02S II7CLIIDIMG DEINSTALLERS- .1%, JT—" --- 111 Q - 1, TOTAL TOP CH REF 2X4 SCAB O.H. Trusses require .xtrene care In Pobrkating, handWp, sfllpping, Iniio(. g and lci ep . Refer to and `��GEN3� L❑AD NOT TO DATE 10/01/14 fallow the latest edition of SCSI ®u9dng Component Snfety Infornatlon, by TPI and SHCA) for safety practices prior to perfarning these functions. Installers tMU proviso tempo�ary bratlng per BCSI EXCEED 40 PSF DRWG ❑HSCB2X41014 UMess noted otherels., top chord shalt have properly att..h.d etructurat ahenthing anal bottom hard _ Nlo (DEAD PLUS LIVE) shoU have a properly ottarhed rlgtd ceelnp. Locations sheen for permanent Wteral restraint of webs _ Q shalt have brntlrp Installed per BCSI SectWns B3, HT or H10, os upp8cable. Apply plates to cad+ face of truss and position as shorn above and on the Joint Details, Nast not athe�wlse. — - _ d — - Refer-ia-d - sl = g qTE OF AN (TWCOMPANY Alpine, o dvL4on of ITV Hu&dng Canponents Groya Inc shall not be responsib(e for any deviation from kFds dro.kp arty Fa0.ure to bJl the truss in conformance with ANSI/TPI I, or for handUng, sNPWng, ti = .Q i(f in.toltotlon 6 brodng i trusses. A at on tlds dra.kp or cover page Usurp this drawing, bukates acceptance of professional gg re yy solely far the d sign shown, Th. witabblllty and use of this drawkp strucMre /' ` R�Q vw� � DUR, FAC, 1,15/1.25 Lakefront D,wa forfor any fine respaGbUty of the B.Rdng Designer per ANSI/IPI 1 SeCZFor \,.\ mod!\\ SPACING 24' 13389 Earth City. MC, 63045 mom ALPINE oaldnelte.comloTPI e....toinst.oraaSECA, ---bcin�dustryarglIC0 -.Jctcsafa.org !flFl� "©�r`:�tt\\\ (� — o — !I lEnd Jack EJ O 12 1 WARIES (2) 16d TOE NAILS b N eveled Jack (BJ) a G _ OPTIONAL SCISSORS BOTTOM CORD I 'm w (BJ) in (2) 16d TOE NAILS m n_ CONNECTION DETAIL 8-0-0 MAX. SPAN io (2) 16d GUN NAILS ' ! m FOR EACH LOCATION TYPICAL END JACK (EJ) i SHOWN TOP & BOTTOM N.T.S. I LC' MAX. 2x4 SYP Nailer 16" Long i oc� s'—o" Top & Bottom use 16d jpG� Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT i i i N.T.S. s I OPTIONAL WEB CONFIGURATION 12 VARIES (4) 16d NAILS See Connection Detail r�12 VARIES ✓ (4) 16d NAILS I See Connection Detail I - OPTIONAL WEB CONFIGURATION 3 � IU _ I (4) 16d NAILS E See Connection Detail 11-3-12 MAX. SPAN 11-3-12 MA�SPAN�� t TYPICAL SCISSORS CORNER JACK (CJ) j TYPICAL CORNER JACK (CJ) N.T.S. 1 N.T.S. i TYPICAL CORNED SET INSTALLATION y�,ean®aa�er��e TTWICAL L r&DING i TILE: WNGUS: TOP LIVE LOAD: I 20 20 No •" •� MANUEL MARTINEZ, P.E. BOTTOM DEAD LAD: 10 10 e'�; FLORIDA REGISTERED ENGINEER TOTAL: 45 37 `INC. = = �'+t 4 LICENSE. # PE 47182 STRESS 1.25 1.25 WIND DESIGN: Mj X. 160 MPH PER ASCE 7-1 D MI 24" O.C. STATE OF : 4r "WARNING" Read & Fallow all notes on this drawing. Furnish this drawing to all Contractors including the installers. i� is ..... � v0 s�!AF ..ON i �11111111<�