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HomeMy WebLinkAboutTRUSSGSM* eiani IS RANEY COMPONENTS a 1ev 19900 Independence Blvd. Groveland, FI 34736 OritpdnentS, ttC one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00042 Printed: Thu, May 17 2018 - Jqb Information. Address: FOR Name and License Number. Custo er Name: Creekside Lot 42 DR Orton 8741 Cobblestone Dr Desch it City, State, zip: 4EA l Aria "D" LL OL Fort Pierce, FL -Lgading Information: Roof L �? ads: floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead., IO 7 0 10 0 0 0 0 Bldg. do: W/nd Sid: Wind Speed., Bldg. Useage: Building Type: Wind Type: FBC 017 RES ASCE 7-10 160 Residential - CAT If C MWFRC & C&C W/M II 'age for sheets covered by this seal from: 1 thru 35 Total 35 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AtA 3 A2 4 A3 A4 6 A5 7 A6 8 Aso A7 _ 10 A71) 11 Aso 12 ABL Di 14 D1GB 15 E1GE 16 L01 L02 18 vi 19 V2 20 MV1 MV2 22 ERD 23 EJ7 24 ERA BJ5D 26 BJ5 27 13J5B 28 13J3D 8,13 30 EJ3L 31 BA 32 BJ1L CJ7 34 CJ7A 35 CJ3L ` Digitally signed by Manuel Martinez ` ON: c=USo=ldenTrust ACES Business a n u e ,ASSOCIATES P.A cnM aouel Martinez, 9.2342.19200300.100.1.1=A010980000 s • % Odtq 1SFE960000211 F - ��' n r Date�d5.17 16:24:14-04'00' Adobe Acrobat DC version: - .:. 2015A06.30418 40 01 5Aa FF 5B 81 BO 88 7F 48 00 99 2E 85 F8 z�itr#esml<as.�eesaa� - xtvd;a:a3:�slad by tsax�al Martks�a, eLi6.ilr.szZ%" s�srtfi�saa3sshnw�tat^�aaysngsSNAa �L'NEBi1�gffiY�';9'+£�1:3. 3*�tgeSct3as�d'lai dsx�ei �m matrxrsslCaa�i3 �.�asi sa��g aria #hA.513p.7: aa.4P+en�asr..�f� m�t8aa�dt�af�aaaiq�ccttmr� . 1aL Page 1 of 1 R T. IJob Number: 36CS00042 Ply: 1 SEQN: 668182 / T8 / COMN. 4EAB Aria "D" LL OL !DR Horton 14EAB Aria "D" LL OL Qty: 7 FROM: AH DRW: Truss Label: Al Wgt: 224.0 Ibs I ! ... 05/17/2018 • - t: • r i 6'4"9 7'10"S 14'411 19'4° 24"3"8 30'9°7 32'3"�7 398" i r 6'4"9"15 + 4'11°8 + 4'11"8°15 +1'6" 64"9 1 F=5X6 Q12X4 =4X6 =3X4 =3X8 =3X4 =4X6 m2X4 SEAT PLATE REQ. SEAT PLATE REQ. 388" 1' 6'2"13 53 1 59"3 6'2"13 + 12, + 14'1"� 19'4" 247° 26B° 32,5„3 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 it 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 ft 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) Deft/CSI 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): 0.176 N 999 240 B 1606 1692 1936 / - 1433 / 8.0 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 1692 / 936 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Bearings B & J are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. i Rep Factors Used: Yes Max Web CSI: 0.573 FT/RMaximum 20(0)!10(0) Mfg Specified Camber: Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): Plate WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G I1069 -1841 B - C 1449 - 2955 G - H 1211 - 2320 C - D 1183 -2359 H -1 1184 -2359 D - E 1210 - 2320 I - J 1449 - 2956 E-F 1089 -1841 J-K 27 0 STATEXIF, , 1315A 8 FF58 $1.8080 TF48 GO 99 2E 85 F8 Itena'§aas�ssati pia .., edalad?ry PAas�c9 k3art3n�a, 7 tir.MIMI an Medale OWwa atzMa�i4a5t�tt�3 sazst�taSa*,�asr ktsdcmimzf ato z" got OzAlwad lkmtdmInd f*& MWI svffi=dta6m=z1em-1:9z tdfWmmWdectmrdk cAat_. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2583 -1155 O - N '2009 - 786 R - Q 2580 -1155 N - M :2581 -1159 Q - P 2580 -1155 M - L i2581 -1159 — P - O 2008 - 763 L - J 2584-115/�i Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 278 - 5 O - G 486 - 756 C - P 419 - 604 G - N 460 -164 P - E 460 -164 N' - 1 419 - 604 E - O 486 - 755 i - L 278 - 6 F - O 1372 - 763 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, 'le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions_ a division of I w 1, or tar nan acceptance of any structure is its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rrriey m�rnrtt�ur Job Nu er: 36CS00042 Ply: 1 SEQN: 668184 / T19 / COMN 4EAB Ari "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: Al Wgt: 260A Ibs / ... 05/17/2018 19'4" r�5^1z 2421 '45 T10' 14'4'8 1T70"4 i 21'1" 26'3"8 _i_ 30'10' 323" 38'8° 6'4"9 1'S 6-6"8 3'S"12 r1'9"1 51"12 r 4'6� 6'4°6 { ®2x4 -4x6 a5X10 W2x4 IIA4 ®Bx16 63(4 SEAT PLATE REO. SEAT PLATE REQ. 38'8" V F1' 6'2°13 5'9"3 22.12 3'9"4 3' 5'8• 5'9'4 6'2°12 1� 6'2°13 12' 14'2°1 18' 21' 26'8° 32'S°4 38'8° Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# LOG R / U / Rw / Rh / RL 1 W TCDL: �.00• Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.185 H 999 240 B 1523 1691 / 935 / - / 433 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.508 H 999 180 L 1523 / 691 / 935 / - / - / 8.0 BCDL: 0.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.092 N - - Wind reactions based on MWFRS Des Lc: 37.00 EXP: C HORZ(TL): 0.172 N - B Min Brg Width Req = 1.8 , Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 TCDL: 4.2 psf BldgC Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf ode: FBC 2017 RES Max TC CSI: 0.596 g 9 P Bearings B & L require a seat plate. Load Dure on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.596 Spacing: .0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.821 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): Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 G - H 1435 -2347 Lumber B - C 1445 -2T/9 H - I 1328 -2398 Top chord 2x4 SP #1 C - D 1177 -2167 I - J 1269 -2251 Bot chord 4 SP #1 D - E 1205 -2130 J - K 1251 -2288 Webs 2x4 P #3 E - F 1348 -2343 K - L 1428 -2747 F- G 1362 - 2250 L- M 27 0 Bracing (a) Conlin ious lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. r 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web mem er. Same species & SRB grade or better, 1 B - V 2427 -1151 R - P 1844 - 645 atts oc. ith 8d Box or Gun (0.113"x2.5",min.)nails V - U 2424 -1151 Q - O 16 -6 I NO has i %ks* . U - T 2424 -1151 O - N 2389 -1136 WindAi,y T-S 11 -5 N-L 2392 -1135 Member do sign based on both MWFRS and C&C. No 2. s 0r Im Maximum Web Forces Per Ply (Ibs) 40 Webs Tens.Comp. Webs Tens. Comp_ V-C 282 -6 G-P 1002 -60 - C-T 419 -618 P-Q 85 -1 a STATE OF� T - E 295 - 729 P - H 255 -170 .a� 0�° T-R 2156 -888 P-I 318 -211 �� + , E - R 282 -13 P - O 2130 - 932 '���� F-R 110 -13 1-0 204 -456 _, . ,,. R - G 924 - 594 K - N 229 463 40015A38FF5S811106B717490099 ZE85FS motItuntluE.emeledwAk*ggnad' martbaz tYc.�4TSB31 an [?tesiaS+s elwwctatxvan usSng a SNd.i aL'It1 agtiiKa39 �a`c. matedcep5ss�itda dar�aerrt: aim cnvamd �naz9and �d Z tf41as+. sndcaliaeszada rsast baveditd arxmdcdrorA� C.CARS_. -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary per CSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propany C rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p1D, icabQe. Apply plates to each face of truss and position as shown above and on the JoinQDetails, unless noted otherwise. (Zefer to )s 1�OA-Z for standard plate positions. ad' jsion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the con rmance with ANSIInfPI 1, or for handling shipping, installation and bracing of hvsses.A seal on this drawing or cover page. this swing indicates acceptance of professional engineering responsito ty solely for the design shown. The suitability re o this drawing for any structure is p e responsibility of the Building Designer per ANSIfTPI 1 Sec.2. rtney nm/ranenrs,ur more T Job Number: 36CS00042 Ply: 1 SEQN: 668180 / T7 / SPEC 4EAB Aria "D"LL OL /DR Horton AEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: A2 Wgt: 224.0 Ibs _ / ... 05/1712018 33m j i 6'4"9 T10° 14' -8 19' i 24'3"8 30'9°7 32'3"7 38'8" r 6'4"9 � 1'6" � Ah i 5'3"8 + 6'5"15 � 1'6" 6'4"9 1 11&4 B4X6 a3X4 -Yxa M3X4 -4X6 ®2X4 !v b :6(A2) SEAT PLATE REG. 1' 6'2°13 5'9"3 6'2"13 12' SEAT PLATE REG. 388" 2'1" 1016" 2'1" 59"3 6'2"13 1' 14'1" 247" 26'8" 32'5"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 1684 / 934 ! - / 427 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(Q 0.454 N 999 180 J 1606 1684 1934 / - /- 18.0 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 HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.9 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Cree Factor. 2.0 P J Min Brg Width Req = 1.9 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 It Rep Factors Used: Yes Max Web CSI: 0.577 ! Loc, 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): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1068 -1841 Lumber B - C 1429 -2955 G - H 1191 - 2320 C - D 1163 -2359 H - 1 1164 -2359 Top chord 2x4 SP #1 D - E 1190 -2320 I - J 1430 -2956 Bot chord 2x4 SP #1 E - F 1068 -1841 J - K 27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB or better, B - R 2583 -1137 O - N 2009 -772 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails ( R - Q 2583 -1137 N - M 200 -1144 Q _ p 2580 -1137 M - L 2581 -1144 @ 6" oc. r yya�saewwt Loading e � *y 4S W P-O 2008 -744 L-J 2584 -11¢ Truss passed check for 20 psf additional bottom . -* me 07 Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide g Webs Tens.Comp. Webs Tens. Comp. clearance. ae, R - C 278 - 5 O - G 492 - 755 Wind a• C>P 419 -604 G-N 460 -164 Member design based on both MWFRS and C&C. P - E 460 -164 N - 1 420 -604 E O 492 I L 278 e - -754 - -6 rea .� O - F 1370 - 768 *1 4 m, SERAWt 40r01 SA 38 FF 5B 8180 8137F 49 00 99 2E 95 FB TM Items =bem ak 'steed wd=zInd by G 2wd Martin", FE (rL. uct1 na3(on tha shave abam Was a SN42 di�fen:Kafd9lL48�C. t o¢edzfwia dthkdneue„xrtamenatc rad n ara9+. algid atab tlx4'_1W1asstrient caSSrnaszsx9e mi #t. vuffbdca=V dedmrk- Cffi$103. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling9 shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, byY TPI and'SBCA} for safety practices prior to performing these functions. Installers shall provide temporaryV bracing per BCSI. Unless noted olherwise,top chord shall have attached rigid ceiling Locations shown for permanent lateral properly attached structural sheathingg and bottom chord shall restraint of webs shall have bracingg mslalled per BCSI sections have a propperly cr}re B3, B7 or 610, em �anerits nr as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f2efer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp �Components Group Inc. shall not be responsible for any deviation from this drawing,any failure this drawing to build the truss in conformance with AN PI 1, or for handlin,, shipping, installation and bracing of trusses.A seal on or cover page. . listing this drawing indicates acceptance of professronai engineering responsfb!Ifty solely for the design shown. The su! brlrty and use of this drawing for any structure is fife responsibility of the Building Designer per ANSIlTPI 1 Sec.2. e Job Num 'er: 36CS00042�'Wgt: Ply: 1 SEQN: 668178 / T6 / HIPS 4EA8 Ari i'D" LL OL /DR Horton AEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Lab 1: A3 236.6 Ibs / ... 05/17/2018 I i 78 64 2&Tfl i 3 " r "+ 47'I T ,T6 1 63'84''8964°9 '6P 15 8 418 } 435 47 15 --5X6 '6X6 F G Htt3X4 t213X4E 6N3X6 ®3X6 D (a) 1x1C �3JN3X4 m4X6(A2) B Ka4X6(A2) 37 A L T S R Q P O N M i m2X4 '3X4 '3X6 '3X8 '3X4 '3X6 '3X4 112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2"13 I 5'10"3 3' 5'10"3 F 6'2"13 1_1' 6'2"13 12'1" 14' 3 1"12 21'8° 24'8" 1'11" 32'5'3 311" �� i, 2 I Loading C Iriteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL: 0.00 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: 1.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.157 P 999 240 B 1562 / 695 / 940 / - 1385 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 P 999 180 K 1566 1695 / 940 / - / - / 8.0 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ L 0.123 M - - B Min Br Width Re 1.8 7.00 (T )� g q = NCBCLL: Mean Height: 15.00 ft Code / Misc Criteria Cree Factor: 2.0 K Min Brg Width Req = 1.8 0.00 P Soffit: TCDL: 42 psf Bearings B & K are a rigid surface. 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.372 Load Dura BCDL:5.0 sf P TPI Std: 2014 Max BC CSI: 0.454 Bearings B & K require a seat plate. on: 1.25 MWFRS Parallel Dist: D to ht2 Rep Factors Used: Yes Max Web CSI: 0.690 Spacing: 2 .0" C&C Dist a: 3.87 it Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it 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 1218 -1969 B - C 1499 -2833 H - 1 1345 -2347 11 Lumber C - D 1326 -2377 I - J 1326 -2386 Top chord Bot chord 4 SP 4;1 D - E 1344 -2338 J - K 1600 -2842 4 SP #1 Webs2x4 P#3 E-F 1213 -1951 K-L 27 0 F - G 1163 -1697 Bracing (a) Conlin us lateral restraint'equally spaced on Maximum Sot Chord Forces Per Ply (Ibs) member. � 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. Same & SRB better, web member_ species grade or B - T 2468 -1194 P - O 2055 - 953 attached with Bd Box or Gun (0.113"x2.5",min Jnails T - S 2466 -1194 O - N 2055 -953 " " Loading - � * S - R 2047 - 924 N - M 2474 - MI � "�, ' xa R - Q 2047 -924 M - K 2476 - MI Truss passed i � check for 20 psf additional bottom , Q - P 1702 - 702 No 04718 chord live Iliad in areas with 42"-high x 24"-wide clearance. - Maximum Web Forces Per Ply (Ibs) m Webs Tens.Comp. Webs Tens. Comp_ Wind sign Member d based on both MWFRS and C&C. T - C 230 - 6 G - P 619 - 331 S C- 5 322 P- H 416 584 -465 `4 S E 389 H N 388 - -159 - -160 r E - Q 415 - 585 N - J 322 - 464 0 RA F-Q 596 -343 J-M 230 -8 1?t Q - G 227 -221 364AL . 40 015A.38 FF 5B 81.B0 BB 7F 49 00 99 2E ti5 FB �iI rfairlkerecltast�crr ckc�7x�inedud 2ea9ed 5'd 1.3asvnzl rs?ar33na,� I £-E(ii.. tic,.�;T3HZ(oe G'�es£a�a shar�a abm� wing a S;++S-i ar.�Mmm�aamsserda. i 2rflatcd erptssoithLx aisxeaa� noreaannlad sqs'+zaiaasf saa6d 2a9:4fe.S"?wliuRiCflL?G7'.R%�CC.9C5l �S S+9°.[�iY.' P9k 3R�tiCCrtY7S5� CIIy�Ci —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req' ire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component bracing per attached ngg Safety Information, b TPI anrTSBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporaryY ctndt CSI. Unless noted oherroise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicab�d. drawings 160A-Z om rvnents i,r Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to /. ., for standard plate positions. Alpine, a di truss in conf6rmance ion of ITW BuildinA Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI -PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover listing this with page_ {{iirawing indicates acceptance of professtona engineering responsibility solely for the design shown. The suitability and use this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. For more info lion see this'ob's general notes page and these web sites: ALPINE: www.al ineilw.com;TPI: www.tpinst.org; SBCA: www.sbcindu .com; [CC: www.iccsafe.o r. 4EAB Aria" D 3 LL O L/DR Horton 14EAB Aria "D" LL OL I Wgt 253.4 Ibs I FROM: AH 176 / T5 !HIPS I DRW: Truss Label: A4 / ... 05/17/2018 6'4'9 7'10°a 12'4°7 15' 19'4" 23'8° 26'5.5 30'9"7 323 38'8" f 1-4.9 1'fi � 4".14 2'7"9'+' 44. '�- f' 2'9"5 4'4"2 16" 6'4°9 It2X4 m5X6 112X4 es3X4=3X6=3X4 =3Xa m3X4=3X6E 3U4 6X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8• L1'+ 6'2°13 + 5'10"2 +111 4'4" 4'4" 1' 5'8"6 6'2"13 1 J I- 6'2°13 12'0°75 14' I�1,1 19'4" 23'8°32.5.3 3" -1 5 2 Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 B 1523 / 697 / 938 / - 1345 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 1697 1938 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.118 N - - B Min Brg Width Req = 1.8 NCBCMean Height: 15.00 ft Code ! Misc Criteria CreepFactor. 2.0 . L Min Brg Width Req = 1.8 soffit : 1 . 00 TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.381 g g p TPI Std: 2014 Max BC CSI: 0.439 Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.470 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) 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 -13 27 0 G - H 11272 -1856 Lumber B - C 1525 -2751 H - 1 1331 -2009 C - D 1358 -2288 I - J Top chord 2x4 SP #1 1382 -2257 Bot chord 2x4 SP #1 D - E 1377 -2249 J - K 1364 -2296 Webs 2x4 SP #3 E - F 1336 -2009 K - L 1524 -2749 F- G 1272 -1856 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2395 -1227 R - Q 1754 - 818 4,i V - U 2393 -1227 Q - P 1974 -985 "+ra U - T 1965 -949 P - O 1974 -985 T - S 1965 -949 O - N 2391 -1255 S - R 1754 - 789 N - L 2393 -1255 No 7 m Maximum Web Forces Per Ply (Ibis) y Aw Webs Tens.Comp. Webs Tens. Comp_ a v V- C 235 - 6 R- H 262 -170 ft C - U 327 -475 H - Q 537 - 362 'ram U - E 355 -161 Q -1 397 - 522 E - S 404 -529 1-0 352 -161 F-S 545 -372 O-K 321 -465 1k K - N 232 -9 G - R 223 -257 40 015A3E FF 5B SI BO BB 7F48 00 99 2ES5 F8 ah&itaashasmzana�zitoa js' aed zzs4:,eaiadby rAarAA Martin" F£K. tk.aa WI an the dzt: AQW0 abaem-u^4aga 5NAl amtli aiSC€GI2YeA4 sFade_ amE tFe, �a,3 ashhemf aStcrtccda ent�i be ve'llUd rats ydmtranks rm ias_ **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 handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building C0 ponengt Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. installers shall provide temporary ra y bracing per BCSI. Unless noted d-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, Dm mnr rrt to as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to t drawings 16OA-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 handlingf shipping, installation and bracing of frusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essionak 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. Job Numher: 36CS00042 Ply: 1 SEQN: 668174 / T4 ! HIPS 4EAB Ari I' 'D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 2 FROM: AH DRW. Truss Lal�l: A5 Wgt: 212.8 Ibs .. / ... 05/17/2018 I 6'4"9 13' 19'4" 25'8" 323"7 38W f' 6'4"9 + 6'7"7 6,4" F' 6'4" 67"7 64"9 o5X8 1=4 --5X8 E F TD 12 � 6 p o3X4C &D I fl�%3X4 F = 1' X6(A2) B 1-1-4X6(A2) P O N M L K J � I92X4=3X4a3X6 =3X8=3X6a3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" J 1' 13 6'9"3 1' S'4" 5'4" 1' 693 6'2"13 1' 62"13 13' 14 19'4" 24'8" 25' " 32'5"3 W.B. i Loading C �I wria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 / 699 1931 1- / 304 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 / 699 1931 / - ! - 18.0 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ TL 0.131 J - - B Min Br Width Re 1.9 7.00 ( )� g q = NCBCLL: Mean Height: 15.00 ft Code I Misc Criteria CreepFactor. 2.0 H Min Brg Width Req = 1.9 0.00 Soffit: TCDL: 4.2 psf Bearings B & H are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.443 2.00 BCDL: 5.0 Load Dura psf Bearings B & H require a seat plate. on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.576 Spacing: 2 .0 " C&C Dist a: 3.87 fi Rep Factors Used: Yes Max Web CSI: 0.555 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 itFT/RT:20(0)!l0(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 E - F 1430 -2366 B - C 1572 -2952 F - G 1372 -2452 Lumber C - D 1373 - 2451 G - H 1572 - 2953 Top chord Bot chord 4 SP #1 D - E 1430 -2366 H - 1 27 0 , 4 SP #1 Webs 2x4 . P #3 Maximum Bot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss pass d check for 20 psf additional bottom B - P 2576 -1273 M - L 2118 -961 chord live I "ad in areas with 42"-high x 24"-wide P - O 20-73 -1273 L - K 2118 -961 clearance. O - N 2118 - 931 K - J 2574 -1303 WindMAP � N-M 2118 -931 J-H 2577 -1302 Member dE sign based on both MWFRS and C&C.v v Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ P-C 247 -4 M-F 355 -215 C - O 379 - 505 K - G 378 - 505 . D - O 437 -171 F - K 437 -171 D-M 356 -215 G-J 247 -6 SATE OF E M 272 344 - - .. �3iAL 40 015A39 FF 58 8180 887F4E 00 99 2E 85 FB M11t9m has btcnars9 scaind by rA s"I Martin= P3:(ft. tPL.GiiSH2I oniti¢d�sahawn alrm:7a ar�ng a 53iS.-i acdeentica�carsada. �xsctad er�:�ahi: d�rsrxtara notccr s3iad zi�axm�.amd s�aiad and ltae:5i AA Wiffimtk2liMeade Mwk ha reed car Uydecttmniz I flax.. J **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9 Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component bracing per afety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rtrei; CSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigla as appi!caA _ ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, orr kynerrfs lu ". Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to I. drawings 161A-Z for standard plate positions. Alpine, a di0ision truss in of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handling' installation bracing trusses.A this drawing confprmance listing this withor shipping, and of seal on or cover pa e_ prawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use o� this drawing for any structure is the responsibility of the 8uiiding Designer per ANSI/TPI 1 Sec.2. Far more info =lion see thislob's general notes pacte and these web sites: ALPINE: www.at ineilw.cam; TPI: www, inst.o ; SBCA www.sbcindu .com; [CC: www.iccsafe.org C 7 Job Number: 36CS00042 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Truss Label: A6 6'4"9 147"7 Wgt '212.8 Ibs I FROM: AH 170 / T3 /HIPS I DRW % 05/17/2018 161 19'4" 22'0"l 27'8" 32'37 38'8" 5'6"1 2'9"15 2'8"1 5'7"15 4'7"7 `6'4"9 m6X6 1112X4 m3X6 =3X4 m6X6 D E F G H I1120 =3X4 =3X6 =3X8 3X4 =3X6 =3X4 1164 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 4'9"3 3' 2'6 2'4"7 T 4'93 V2'13 1' 6'213 + 11' 14' 16'6"1 22'3"9 24'B"+ 27'8" F' 325"3 38'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection' loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.177 E 999 240 B 1523 / 701 / 918 ! - ! 263 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.485 E 999 180 J 1523 1701 / 918 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ L 0.124 L - - �) B Min BigWidth Re 1.8 q CL 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 2.0 P J Min Brig Width Reg = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.357 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.415 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 F - G 11605 -2478 Lumber B - C 1593 -2734 G - H 1598 -2467 Top chord 2x4 SP #1 C - D 1470 -2360 H - 1 D - E 1605 -2478 I - J 1470 -2360 1592 -2734 Bot chord 2x4 SP #1 E - F 1605 -2478 J - K 27 0 Webs 2x4 SP fl3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. 1) B - S 2377 -1286 O - N 2057 -1068 / MAR "gt� S - R 2375 -1287 N - M R - Q 2057 -1038 M - L 2057 -1068 2375 -1316 es ' 2057 L J 2377 Q - P -1038 - P - O 2483 -1295 -1316 7: I&. to, 'w Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ w ' not. S-C 202 -8 G-O 253 -311 OF C - R 301 - 386 O - H D R 364 -178 H - M 589 - 366 361 -176 _ *4 - D - P 598 -374 M - 1 300 -385 E - P 259 - 307 I -L P-G 109 -107 203 -10 40 015A38 FF 50 91 BG BB 7F49 00 99 2E 85 FB #hU ltemtAs "n ekttmAla o*nad'.wd waladby rAaA41 to 0,=, Pi {rL. tic-6�J392.f cas tAa dag� Shawn a1x�a w-.ing a SitA i zrnd;emt3rr�vaareim ?s2atsaaopaas�rch%sdws�s�a^diara arntcsdmetl d�san.�x:S an�3 ceakd crab Rise:1 aaii+en�aaacade nest hawadficd m ae�: ��2iank. raxlan: "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 Componengt Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy trney bracing er BCSI. Unless noted olherwise,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, om htrCttts nr as applicable. Apply plates to each face of truss and position as shown above and on the Join[Details, unless noted otherwise. (2efer to /. 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 trusses.A seal on this drawing or cover pa e, . listing this drawingg indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes pacle and these web sites: ALPINE: www.al inedw.com; TPI: www.tpinsto ; SBCA: www.sbdndu .cDrn; [CC: www.iorsafe.o A f a r Job Number: 36CS00042 Ply: 1 SEQN: 668186 / T20 / SPEC 4EAB A6 1i'D" LL OL /DR Horton MEAB Aria "D" LL OL , n City: 1 FROM: AH DRW: Truss Lab l: A613 Wgt 217.0 Ibs / ... 05/17/2018 i 6'4"8 7'10" 13'10" 16'8" 22'2" 278" 32711 38'8" 6'4"8 1'6" 5'11"7 2'10" 5'6" 5'B" 47"8 6'4"8 6(A2) 102X4 r=3X6=4X10 1112X4 =3Xs=3X6a3X4 01:5C4 T. rr, o ip SEAT PLATE REQ. SEAT PLATE REQ. 38'8" J "12 5'9"4 1'10" 644 4'6" 1' 4'9"4 6'2"12 1' 62"12 12' + 1310i 211 22'2" 26'8" 27' " 32'5"4 38'8" 1�12 ♦ Maximum Reactions Ibs Loading �}�rteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria (Ibs) TOLL:I0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U 1 Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.192 P 999 240 B 1523 1695 / 921 1- / 321 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 / 698 1916 ! - ! - / 8.0 Risk Category: II Snow Duration: NA HORZ LL 0.068 L - - Wind reactions based on MWFRS BCDL: 0.00 ( ): EXP: C HORZ TL 0.128 L B Min B Width Re 1.8 Des Ld: 7.00 ( )� � q = q Mean Height: 15.00 ft P Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface.Soffit: 2-00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.540 P Load Dura TPI Sid: 2014 Max BC CSI: 0.557 Bearings B & J require a seat plate. Spacing: 2 .0on: 1.25 MWFRS Parallel Dist: D to h/2 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.960 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): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1645 -2484 Lumber B - C 1635 -2773 G - H 1645 -2484 C - D 1381 - 2189 H - 1 1494 - 2359 Top chord 4 SP #1 D - E 1406 -2150 1- J 1617 -2735 Bot chord 4 SP #1 Webs 2x4 P 93 E - F 1440 -2101 J - K 27 0 i Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Contin ous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. O member. � 1x4 'T" reinforcement. 80%length of B - S 2420 -1302 O - N 2055 -1089 web memb"r. Same species & SRB grade or better, S - R 2420 -1302 N - M 2055 -1089 attached w th lid Box or Gun (0.113"x2.5",min.)nails R - Q 2417 -1302 M - L 2376 -1338 6" cc. � We .4 Q - P 2462 -1308 L - J 2378 -1338 Wind �e P - O 2463 -1308 Member dE sign based on both MWFRS and C&C. Oft No 04742, 1- SO Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. ` S - C 273 -4 G - O 277 -335 C - Q 412 - 590 O - H 608 - 398 STATEO E - Q 1523 -979 H - M 363 -178 A Q - F 913 -1293 M -1 302 -388 F-P 109 -2 I-L 203 -10 F - O 115 -113 101 40 01 SA38 FF 58 81 BG BB 7F 48 00 99 2E 85 F8 sTils itatnlnaaMtaktY s�iads�adad'by BAasuua9 k?arttaea, CE%L. tit. 04MI21 on tha dalt shown aban Wng aWWI auks antiptteaa ztrJa. I =6 thc;. ,2 mva°nt Wiancoda mut ba vrskibd cxr aa3?a@e:trmrdc �ct1a�. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req °ire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporary rrrrei> bracing per CSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riqq d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, p rnnanrxur as appl!cabl. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to T drawings 16OI,A-Z for standard plate positions. Alpine, a diV-sion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in contprmance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page- - listing this drawing, indicates acceptance of proiessrona engineering responslbility solely for the design shown. The su bdity and use ofil this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Job Number: 36CS00042 Ply: 1 SEQN: 668168 / T2 / HIPS 4EAB Aria "D" LL OL /DR Horton AEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 201.6 Ibs / ... 05117/2018 6WS 9' 15"t 1 19' 22'8"3 29'8" 32AS 38'8" 6'4"8 + 27"8 F 6'10"1 + 3'1"15 3'8"3 611"13 2'7"8 6'4"8 '1 =5X8 III2X4 -3X6 m3X4 m5X8 D E F G H slisli i. ilk OCK— S R Q P O N M L 1112X4 =3X4 =3X6 =3X10 =3X4 =3X6 m3X4 012X4 11 6(A2) ran 1 SEAT PLATE REG. SEAT PLATE REG. 38'8" 1' 6'2"12 2'9"4 5' 1'10" 7'1"10 1'8" 5' 2'9"4 6'2"12 1' 6'2"12 9' 14' �15'10"1 22'11"11 +24'8� 29'8" 32'S"4 1 38'8" 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 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 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 (P9,Pf in PSF) DeflfCSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.221 E 999 240 Lu: NA Cs: NA VERT(TL): 0.607 E 999 180 Snow Duration: NA HORZ(LL): 0.070 L - - HORZ(TL): 0.131 L - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.519 TPI Std: 2014 Max BC CSI: 0.620 Rep Factors Used: Yes Max Web CSI: 0.710 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 0 4001SA38FF508180BB7F4800992E85F8 Th41ten has boo ekc#rra*a Y*ned and =led by lAwwel Martuw, n(Ft.. tes.C47Mf M 0& d= ahavm AQW WAO a sxra mwbcntketzn=de tedc�txSCl�s ein»�^�.crst�rm nr�t J si��4�rsi r�¢alntl m ethaz H,9,2 a"Altent%=tkn de remk be wMW mapt:d=tmrAr rnyim. ♦ Maximum Reactions (Ibs) Loc R /U /Rw !Rh /RL !W B 1523 / 703 / 900 / - / 222 / 8.0 J 1523 1703 / 900 ! - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per I Ply (Ibs) Chords Tens.Comp. Chords ITens. Comp. A- B 27 0 F- G 11896 - 3011 B - C 1616 -2723 G - H 1884 - 2992 C - D 1577 -2495 H - 1 1577 -2494 D - E 1896 -3011 I - J 1616 -2723 E-F 1896 -3011 J -K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - S 2W5 -1303 O - N 2207 -1182 S - R 2363 -1303 N - M 2207 -1182 R - Q 2206 -1152 M - L 2363 -1332 Q - P 2206 -1152 L - J 2364 -1332 P - O 3017 -1633 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 140 -12 G-O 318 -393 C - R 235 - 243 O - H 949 - 566 D - R 340 -190 H - M 335 -188 D - P 967 - 579 M - 1 233 - 242 E-P 316 -389 I-L 142 -14 P - G 97 -93 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, le. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of IFI -I, or Torn acceptance any structure its drawing any failure to build the on this drawing or cover pa e, ie design shown. The suitability rP11 Sec.2. rrpep, nm/rctrents Ur • Job Al�'�i D 36 I I 188 / T10 / SPEC I IL OLDR Horton 14EAB Aria"D" LLOL Qt:1 FROM: AH DRW Truss Labpl: A7D 4EAB 05/17/2018 Loading TCLL: TCDL: BCLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dur Spacing: Lumber Top chord Bot chord Webs 2x4 Bracing (a) Contini member. ( web memi attached v @ 6" oc. Wind Member di 6'4°8 7'10" 13'10" 18'8" 24'2" 29'8' 323"8 38'8" 6'4"8 1'5" 6' 4'10" .56" 5'6" 2'7"8 8'4"8 E=5X6 12 --6X10(SRS) 012X4 =-6X6 6 p-,- F G H g5X6 D e,3X4C IS3X4 r 90 -v aA2) B J Ea4X6(A2) S R Q P O N M L I112X4 =3X6=4= 102X4 =3X10 =3X6 mU4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6212 5'9"4 1'10" 4'11"12 5'44 2'6" 3' 2'9"4 6'2"12 1' 62°12 12' 13'101 18'9"l2 24'2" 26'8° + 29'8" 32'5°4 1 38'8" teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 1.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W .00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.231 P 999 240 B 1523 / 695 / 910 / - / 321 18.0 .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 J 1523 / 698 / 904 I - /- 18.0 1.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS '.00 C Mea HORZ(TL): 0.138 L - - B Min Brg Width Req = 1.8 ).00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 OD TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.551 Bearings B & J are a rigid surface. BCDL: 5.0 psf Bearings B & J require a seat plate. m: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.630 0. C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.861 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 F-G 1891 -2900 B - C 1650 -2772 G - H 1891 -2900 c4 SP #1 C - D 1397 -2190 H - 1 1607 -2487 4 SP #1 D - E 1423 - 2153 I - J 1649 - 2725 P#3 E-F 1451 -2141 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) us lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. 1x4 "T" reinforcement. 80% length of B - S 2419 -1302 O - N 2190 -1201 r. Same species & SRB grade or better, + + S - R 2416 -1302 N - M 2190 -1201 1 8d Box or Gun (0. 1 13"x2.5",min.)nails ; R - Q 2416 -1302 M - L 2366 -1363 Q-P 3064 -1720 L-J 2368 -1363 P -0 3067 -1720 ign based on both MWFRS and C&C. No 047182 Maximum Web Forces Per Ply (Ibs) 0 0gooWebs Tens.Comp. Webs Tens. Comp. S - C 272 -4 G - O 270 -331 C - Q 409 - 588 O - H 921 - 587 " a STATE E-Q 1498 -932 H-M 314 -202 o Q - F 1125 -1633 M -1 251 -274 F-P 172 -2 I-L 158 -14 F-O 166 -217 40 01 SA 38 FE 5B 811308137F4900992E95FB sisisitaba�'aslaxa7raim ddrtadx��maladfipPrt7stcx9rDart6eav P€£ti..LXXAM21anbAns°Xx Uws-abaa2SRA4 ,u�¢r�tasazasza f�, tad caphmafth s d�aaae not cmildaamd %%red amd'MU =v ti<,c z cmC`dalFEmic�¢rat;st bt xeriftad ma ydec mWz cmt... RNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t, by TP,I and SBCA) toh safety practices prior to performing These functions. Installers shall provide temporary :d o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y ns shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610 i each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to plate positions. a diVtSion of ITW BulldinI Components Gr,ilure to build the nf rman- with ANSII,orforhandling shippinginstallation and bracing of tfvsses.A seal on this drawing or cover pa e,his yawing indicatescceptanceofThe suitability eothis thawing fory structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. trney. om/mrreiuh,a Job Number: 36CS00042 Ply: 1 SEQN: 668164 / T27 / SPEC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: ASD Wgt: 200.2 Ibs .. / ... 05/17/2018 F T'10° { 13'10" 20'8" F' 26'0"4 31'e" 388" 7'10° 8' 6'10" 5'4"4 5'T'12 7' m 35 D 1115X8/RI m3X6(-) Tm 0 C9 '1 SEAT PLATE REQ. SEAT PLATE REQ. 20'8" 68" 12'4" rt' T8"12 4'3"4 1'10" T!"18 5'4"4 4'9"8 11"12 1. 7'8.12 12' 13'10 20'11"8 26'3"12 2 ' "12 31'6"4 38'8" Loading Criteria (psf) Wind Criteria TCLL: 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 it 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 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. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.00 to 56 pif at 27.60 TC: From 28 plf at 27.60 to 28 plf at 31.67 TC: From 56 plf at 31.67 to 56 pif at 39.67 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 plf at 26.67 BC: From 10 plf at 26.67 to 10 pif at 31.64 BC: From 20 pif at 31.64 to 20 pif at 38.67 BC: From 4 pif at 38.67 to 4 plf at 39.67 TC: 174 lb Conc. Load at 27.60 TC: 160 lb Conc. Load at 29.60 TC: 191 lb Conc. Load at 31.64 BC: 128 lb Conc. Load at 27.60 BC: 124 lb Conc. Load at 29.60 BC: 477 lb Conc. Load at 31.64 Plating Notes All plates are 3X4 except as noted. ('•)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Deft/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.027 P 999 240 VERT(TL): 0.077 P 999 180 HORZ(LL): 0.015 J - - HORZ(TL): 0.028 J - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.704 TPI Std: 2014 Max BC CSI: 0.520 Rep Factors Used: Yes Max Web CSI: 0.573 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 Wind Wind loads and reactions based on MWFRS. 13 40 015A 38 FF 53 8180 08 7F49 00 992E 95 F0 *,UiearnNusbeastak »ad'asr9=aWbyPRar.1Mzrtb=, FE m.. Lk.04r1S3(an rnmcissshawa atxm ustE,g aSiiA i �thent;.ca37ersa- Pr3ata3 c€�Siax�ftT�s dexc �rater�sxi�:rraH s`�camsi,�au s�akd arzd Ei.csiauthanticaAwssaeda mast �av�r#f3�.cn+axsy�actrmra& bias: ♦ Maximum Reactions (Ibs), or "=PLF Loc R /U /Rw /Rh /RL /W B 798 1392 1- 1- / - / 8.0 M' 448 1212 /- /- !- /68.0 H 808 1398 1- /- / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 M Min Brg WidthReq = - H Min Brg Width Req = 1.5 Bearings B, M, & H are a rigid surface. Bearings B & H require a seat plate I Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords ITens. Camp. A - B 27 -20 E - F 301 -138 B - C 557 -1122 F - G 28D -100 C - D 297 - 576 G - H 555 -1145 D - E 301 - 579 H -1 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 929 -434 M - L 69 -255 P - O 926 -436 L - K 972 -435 O - N 926 -436 K - J 972 -435 N - M 95 -229 J - H 943 -429 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 290 0 M-F 84 -140 C - N 271 -576 F - L 376 -508 D-N 244 0 L-G 641 -1439 N - E 759 - 343 J - G 724 -159 E - M 513 - 878 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handling,shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI and'SBCA) fr sa ety practices prior to performing these functions. installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins, per BCSI sections 63, B7 or 610, e. A,,TV plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kifer to a division of iri 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suttability tiriey our/rvtta»tx nr Job Number: 36CS00042 Ply: 2 SEQN: 668166 / T31 / HIPS 4EAB Ari it"D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: GM DRW: Truss Lab l: A81- Wgt: 270.2 Ibs .. / ... 05/17/2018 j 37°12 7' 11'4"4 15'5" 194" 23'3" 27'3"12 3118" 35'0"4 38' 1 37"12 F 3'4"4 4'4"4 4'0"12 + 3'11" + 3'11" 1 4'0"12 + 4'4"4 + 3'4"4 + 37"12 • i TC2 TC2 e=6X8 e•3X4 =7X8 a3X4 12 D E Fm3X4 G H 1=3X4 T � M ' o � 1 !XAA I T S R Q =BXTG—p O N I =3X4 =4X4 =7X8 =3X8 =4X4 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" - J 1' T 4'0"12 4'4'2"8 T 1" 4'4"4 4'0"12 7' 1' F F + T + 11'0"12 + 1510""12 8 + 19'4" I 23'3" } 277"4 318" 38'8" Loading nteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 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: 10.00 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.247 G 999 .240 B 3058 / 1391 / - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.686 G 986 180 L 3059 11392 / - 1- / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.050 D - - Wind reactions based on MWFRS Des Ld: �7.00 EXP. C HORZ L 0.095 D - - (T )� B Min B Width Re 1.5 � q NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: '0.227 Bearings B & L are a rigid surface. Load Dura on: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.276 Bearings B & L require a seat plate. Spacing: 2 0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0.273 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp_ Chords Tens. Comp. f GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 13 -10 G - H 2O45 -4568 Lumber B - C 1413 -3094 H -1 1949 -4356 C - D 1366 -3050 I - J 1684 -3758 Top chord Bot chord U4 SP #1 :TC2 2x6 SP #1: 6 SP M-26 D - E 1683 -3757 J - K 1366 -3051 Webs 2x4 P #3 :W3 2x4 SP #1: E - F 1949 -4355 K - L 1414 -3095 I F - G 2045 -4568 L - M 13 -10 Nailnote Nail Sched le:0.128"x3", min. nails Maximum Bot Chord Forces Per Ply (Ibs) Top Chord Bot Chord: ill Row @12.00" o.c. 1 Row @12.00" o.c. Chords Tens.Comp. Chords Tens. Comp. Webs Row @ 4" o.c. � B -T 2742 -1246 Q - P T S 2729 P O 4390 -1971 3822 Use equal pacing between rows and stagger nails / r - -1216 - S R 3822 O N -1719 2730 in each ro avoid splitting. xv i4 # - -1719 - -1217 Ito R - Q 4389 -1971 N - L 2743 -1247 Loading s jacks 047102 #1 hi supports p p 7-0-0 I with no webs. - � e _ Maximum Web Forces Per Ply (Ibs) Wind Wind load ! and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp_ C-T 34 -15 Q-H 236 -98 TE Or-D-T 300 H - P D-S 343 - 609 P-I 95 -3STA. 717 309 `' S - E 428 - 764 1-0 428 - 764 E - R 718 - 309 O - J R-F 254 -395 J-N 1343 - 609 300 -68 236 N - K 34 -15 ,. G - Q 228 40 01 SA38 FF 55 8180 BB 7F48 00 992E 85 FB ri»ls ualadby MaxaA MartMoz 'PE €. t.>g4?393t aDfttkdats shc'wn'aL�ma vng a sNA•3 aa�an�a.arasfa. I a' satrdcr c rrairfdn dais Azrb motcrexd&rad s�a�wz:'snd:,¢akd ! mad the .=.£9A=Ias.Rltaatifadwsccrdemmtwvzdlard mmyslectmnk I cWDL —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,IMPORTANT-" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care infabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rrirey bracing er CSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�r!gg d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, �m ,nnerus ur as applicabl Appiit plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 1 drawings 160A-Z for standard plate positions. Alpine, a diiSion of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in con rmance with ANSIffPI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing thisrawingg indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability and use o this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For Dw2 info ation see this ieb's general notes Dace and these web sites: ALPINE- Naew_alnineitw.cam- TPI- � tninst_am- SSGY www sbdndustnr_mm- ICC- wvrv✓.insafe am Job Number: 36CS00042 Ply: 1 SEQN: 6681911 T16 / COMN 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 3 FROM: AH DRW: Truss Label: D1 Wgt: 137.2 Ibs / ... 05117/2018 6'44 T10"9 13'10" 21'3"9 6'4"7 1'6"2 5117 T5"9 m3X4(R) H SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 21' 64" 1' 6'2"11 675 1'10" T9"1 4" "15 i 17 r 13'10' I 21T1 F 26'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loo Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.047 L 999 240 B 933 1429 / 578 /- / 274 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 M 640 / 273 / 38B / 0 / 0 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 H - - N 480 / 227 / 245 / - / - 18.0 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.031 H - - Wind reactions based on MWFRS NCBCLL: 10.00 g Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 BCDL: 5.0 psf Soffit: 2.00 BCDL: 4.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.481 M Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std. 2014 Max BC CSI: 0.455 N Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N are a rigid surface. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, M, & N require a seat pale_ 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 ITens. Comp. Lumber Top chord 2x4 SP #1 A - B 27 0 D - E I -8 Bot chord 2x4 SP #1 B - C 790 -1512 E - F 672 72 8933 Webs 2x4 SP #3 C - D 538 - 893 F - G 361 -584 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, B - L 1296 - 660 J - 1 1051 -552 attached with 8d Box or Gun (0.113"x2.5",min.)nails �r L - K 1293 -660 I - H 41 -34 @ 6" oc. '',"` K - J 1293 - 660 w Wind es4 Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. e w re Webs Tens.Comp. Webs Tens. Comp_ ft L-C 285 -8 F-1 362 -585 C - J 425 - 626 1- G 450 - 230 E - J 376 -153 G - H 292 -404 J-F 3B6 -182 ' STAT E . 40 01 SA 38 Ff 5B K BO BB 7F48 00 99.2E85 FB i9ft lt¢rseiissltt¢cn cla 'zlyned'gcal¢d'6§'4.3�xrmt hAzrt�tCa, (EL, lit.G373S2tan tine daarhawrt aErvo� ring a 54r&•1 �3tt¢ndcsta�sex�a. €Yaaurdcr�,#nxesida` zirc,�aaat��rm batcs�s3eervi3 �gasna�n�s�si¢a� a,a6 tts¢:ira>�awth¢at�¢As'euc�slemvzt Cxx¢zif�3 cxc asq*t9rxtrur� . . reclas.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingQ shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and SBCA)handling, sa ety practices prior to performing these functions. Installers shall provide temporary rrt eti bracing per BCSL Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 10, nm rarrrnts ur as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to t 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 ANSIrfPI 1, or for handling shippint, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg 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 " Us general notes page and these web sites: ALPINE: www.al inedw.wm; TPI: www. inst.o • SBCA: www.sbcindu .com: ICC: wwwkesafe.ong Job Numger: 36CS00042 Ply: 1 SEQN: 6611194 / T17 / GABL 4EA6 Ari II"D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Lab' l: D1GB Wgt: 240.E Ibs Page 1 of 2 / ... 05/1712018 a2 i Loading Rena (psf) TCLL: 0.00 TCDL: 7.00 BCLL: 0.00 BCDL: 0.00 Des Ld: 7.00 NCBCLL: 0.00 Soffit 2.00 Load Dura ion: 1.25 Spacing: 2;q.0 " 6'4°6 13'10° 21'3°9 r• 6'4"8 F T5"8 T5"9 SO"7 3X4(R) I 11 SEAT PLATE REQ. 264° 6'2°12 TT44'75 6'2'12 13'10" 21T7 2N Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber II Top chord 4 SP #1 Bot chord � 4 SP #1 Webs 2x4 . P #3 :W2 2x4 SP #1: I Bracing (a) scab re �iforcement. 80a/o length of web member. Same size species & grade or better. Attach with 10d Box or Gu (0.128"x3",min.)nails @ 6" oc. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Po: NA Ct NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf' NA Ce: NA VERT(LL): -0.044 U 999 240 B* 86 / 40 / 45 ! - / 13 Lu: NA Cs: NA VERT(TL): 0.056 U 999 180 BF 218 / 80 1139 ! - / - Snow Duration: NA HORZ(LL): 0.023 U - - Wind reactions based on MWFRS HORZ(TL): 0.025 U - - B Min Big Width Req = - Code / Misc Criteria Creep Factor. 2.0 BF Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.232 Bearings B & BF are a rigid surface. TPI Std: 2014 Max BC CSI: 0.162 Bearing BF requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.586 / 256 / 8.0 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: 17.02.02.1208.15 A - B 27 0 L - M 251 0 B-C 25 -68 M-N 241 0 C-D 68 -18 N-O 222 0 D-E 111 -13 O-P 162 -25 E-F 152 -8 P-Q 114 -45 F - G 71 -79 Q - R 93 - 67 G - H 79 - 78 R - S 92 - 76 H-1 76 -45 S-T 135 -75 1-1 124 -24 T-U 127 -98 J-K 173 -4 U-V 69 -137 K - L 232 0 Plating No All plates a 2X4 except as noted. ` b e Maximum Bot Chord Forces Per Ply (Ibs) tn" Chords Tens.Comp. Chords Tens. Comp. Wind Member d 'sign based on both MWFRS and C&C. No B -AK 163 50 AD -AC 177 -54 AK-AJ 171 -52 AC -AB 93 -21 Additional Lotes " .. �► ; AJ-AI 174 -53 AB -AA 93 -21 See DWG Al6015ENC101014 & GBLLETIN1014 for *' 4 ; . ' AI-AH 176 -54 AA-Z 93 -21 9 able wind bracing and other requirements. 9 q a - - s , „ AH-AG AG-AF 177 177 54 -54 Z - Y Y-X 93 185 -21 -43 0. w a AF-AE AE-AD 177 177 -54 -54 X - W 25 -34 40 01 SA38 FF 5B81 Bit BB 7F48 00 99 2E85 FB risk Ito MWs been C1=f'avt^1ipZOO d md=aiad trj Mas'A hurtincy FE (FL. Ik. 947M21 en 012 dLtt Mlown abowl WkSaSHA4 as:thonCsat�ses szxda. ft=d copamcftf& dw.'-a .terra nut cmr�d�md ids mciand .asalad and thewA -090dagMOWO mnst W vofrd on WFdecimI& Cias_ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AH- F 26 -61 AW-AX 273 -152 F -AL 207 - 76 AY -AZ 270 -151 AM -AN 214 -78 BA -BB 263 -148 AO -AP 215 -79 BC- S 289 -150 AQ-AR 221 -81 S-X 178 -85 AS -AT 208 -77 X -BD 114 -30 AT -AC 236 -85 BD -BE 113 -29 M -AC 0 -12D BE- V 96 -26 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Ir* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, by TPI and S11 A) fc- safety practices prior to pertorming these functions. Installers shall provide temporary s noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propper y ication. shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections 63, 67 or 610, ttes to each face_ of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to a divj !on of I7 Buildin�LComponents Group Inc. shall not be responsible far any deviation from this drawing,any failure to build the conformance with ANSIrfPI 1, or for handlincl' shipping, installation and bracing of lrusses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability re o l� this '.awing for any structure is the responsibility of the guildi.g Designer per ANSI/TPI 1 Sec.2. rtne ptlrjJttllPtltS ur Job Number: 36CS00042 Ply: 1 SEQN: 668194 / T17 / GABL 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: D1GB Wgt: 240.8 Ibs i Page 2 of 2 ... / ... 05/17/2018 AC -AU 281 -156 V - W 243 -174 AU -AV 266 -148 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables f fens. Comp. C -AK 164 -95 AU- N 71 -40 D-AJ 95 -68 AV -AB 251 -111 E-AI 85 -68 AW-O 212 -88 H -AL 98 -77 AX-AA 105 -66 AG -AM 93 - 75 AY- P 114 -72 1-AN 100 -72 AZ-Z 97 -62 AF-AO 101 -72 BA-Q 107 -72 J -AP 114 -71 BB- Y 41 -49 AE-AQ 103 -65 BC- R 31 -35 K-AR 212 -88 BD-T 20 -18 AD -AS 252 -111 BE- U 122 -51 L -AT 71 -40 No 047102, s: Rrm STAB, 40015A38FF55SIBOBB7F4800992E95FB sfsiritea;nnzbcanelc' a�„ad��atadtayrea�.itasrt��, PEVL.M.vraiszlast,edate shawaabwm laingasxa-a wthenft&ns wdz _ ftbtad ccpi=af6= d«tam=mot mvddered =*wdznd: lad and the SK0.1zsahenftuasCxda nest bnvsdfw M asrgctectrank_ c"Im "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI anc7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temporary airie;f per BCSI. Unless noted otherwise,top chord shall have properly attached structural -he thin and bottom chord shall have a propperly u rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 810, r�nl wrrenf ur cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. �2efer to t js 160A-Z for standard plate positions . a division of ITW Buildinpf�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance 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. The suitability e of this yawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. infnnnatinn see this Inh's neneral notes mane and these weh sites- ALPINP www alnineitw_com, TPI, www.fmirist.ora- SBCA: www.sbdndostrv.cam- ICC: www.iccsafe.cra Job Number: 36CS00042 Ply: 1 SEQN: 668144 / T1 / GABL 4EAB AriI "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 1 FROM: AH DRW: Truss La 'el: E1GE Wgt 43.4 lbs / ... 05/17/2018 I 4'2" 8'4" I 4'2" 4'2" 1'6" —+— 1'4" (TYP) E=4X4 T 12 6 ll D F I c° C G N p 1 =2X4(A1)B H=2X4(A1) N -23 A I N M L K J i SEAT PLATE REQ. SEAT PLATE REQ. 8'4" 1 I 8,4„ 8,4" Loading riteria (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 [or. L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: I� 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.018 K 999 240 B 375 1173 / 251 / - / 118 / 8.0 BCLL: IP.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 / 173 / 251 /- / - / 8.0 BCDL: �10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS EXP: C HORZ L : 0.009 D B Min Br Width Re 1.5 Des Ld: 7.00 (T) 9 q = Mean Height: 15.00 ft H Min B Width Re 1.5 NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 r9 q = p TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.187 9 9 BCDL: 5.0 psf Bearings B & H require a seat plate. Load DurF. lion: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.147 Spacing: .0" C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/l0(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 E - F 573 -349 Lumber l B - C 499 - 386 F - G 531 - 368 C - D 530 - 368 G - H 500 -386 Top chord 2x4 SP #1 Bot chord x4 SP #1 D - E 573 -349 H - I 27 0 Webs 2x4 SP #3 f1 Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates E a 2X4 except as noted. B - N 316 -282 L - K 313 272 Wind N-M 315 -276 K-J 315 -278 Member d Is!gn based on both MWFRS and C&C. , * M - L 313 -272 J - H 316 285 AdditionalNotes Maximum Maximum Gable Forces Per Ply (Ibs) See DWG ,I A16015ENC101014 & GBLLETIN1014 for " Gables Tens.Comp. Gables Tens. Comp. gable wind bracing and other requirements.No 047182 1A0 C - N 91 -16 K - F 148 -36 �* D-M 148 -36 J-G 91 -15 E - L 152 -237 STATE OF �t isv A C 40 015A38 EF 5t3 8liBO BB 7F480O g3' 2E85 FB I 3tifwltumrw�Laeen clz[itusxs$�ed'.�a�alnd lty f�aevasf rAartdwra> ?&. (Fs. tts.€3ssax! csi �,e dalc stwwnabasc wr�ig a SNRaa aeth entitat�sw xxrJe. 4 ?atwtud ts�ie?sai�s tlt�sr..ctat are nutcemxtnd minas an9 stala�B and ttea SiwA;2ss3hentkatic�weodcmi 6aaversfd raw a�ydcctre,r3e cmias. `IMPORTANT** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req 'ire extreme care in fabricatingg handh shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component, Safety Information, bVy TPI anc�'SBCA) to) safety practices prior to performing these functions. Installers shall provide temporarryy �, aney bracing er CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache driggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om mnents, as applica6199 Apply prates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to t .nr drawings 16PA-Z for standard plate positions. Alpine, a division of ITW Buildipp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in confprmance with ANSI IfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this tlrawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use oti this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00042 Ply: 1 SEQN: 668145 / T36 / COMN 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty. 2 FROM: AH DRW: Truss Label: 1-01 Wgt: 37.8 Ibs .. / ... 05/17/2018 11 5' 10, 5' 5' C=4X4 9'9"8 1 ' 5' 5', 1 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSi Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi L/# Loc R . / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.006 F 999 240 B 438 1202 / 286 1- / 134 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 F 999 180 D 438 1202 / 286 / - /- 13.5 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): -0.003 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.005 F - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 D Min B Width Re 1.5 r9 q Soffit: 2.00 TCDL: 4.2 sf p BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.219 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.215 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.083 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords ,Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 C - D 367 -503 Wind Duration: 1.60 WAVE VIEW Ve. 17.02.0:2 1 366 -50D-E 27 0 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - F 405 -191 F - D 405 -191 Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind 40 015A38 fF 55 81 B0 8137F48 00 99 2€ S5 FB Tarr itemardwalad by Mazael Martinez, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 217 -32 PE(FL. itc.7EH2j c¢I tAecaT¢sharinaLa-m begs 53iAi aas�en�aaaaa3e. ,'meted cvpiesaf ft domsee nary noto-n3deered skiad and mind grad'he MiA.i eadra4iiaysce9a mc.t Envrz7fsd.tar aa{elccirorsk rrat;.los. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin sh! ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI ana'SBCA) for saety practices prior to performing these functions. Installers shall provide temporary rmey bracing per BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to ' -Wt-vents, riz drawings 16OA-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, orfor handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pprofessiona 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 ANSI1TP11 Sec.2. Far more information see this lob's general notes oaae and these web sites: ALPINE: www.a[Dineitw.com: TPI: wwwADlnst.orm SBC& www.sbdndustrv.com; ICC: www.iccsafe.otg _ Job Num er: 36CS00042 Ply: 1 1 SEQN: 668165 / T35 / HIPS 4EA8 Ari it-D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: L02 Wgt: 44.8 Ibs / ... 05/17/2018 3' 7' 10, f 3' + 4, 3' `1 Loading TCLL: TCDL: BOLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dur Spacing: Lumber Top chord Bot chord Webs 2x4 Special U 12 T 6 M O 2X4(A1) B I A� .00 .00 =-V4 I I I ZJC4 = 3A4 14 9'9„8 _I WL T T M (V 3'1"12 3'612 3'3"8 1, + "12 + 3'1 6'8"8 10, (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 foe Udell U# Loc R / U / Rw / Rh / RL 1 W B 639 / 278 /- /- /- / 3.5 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 639 1278 / - /- /- 13.5 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.012 G - - B Min Big Width Req = 1.5 Code / Misc Criteria Mean Height: 15.00 It Creep Factor. 2.0 E Min Big Width Req = 1.5 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.202 Bearings B 8, E are a rigid surface. g g BCDL: 5.0 psf 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.234 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.068 Maximum Top Chord Forces Per Ply (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 -20 D - E 395 -986 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 B - C 394 -992 E - F 27 -20 C - D 328 - 685 SP #1 SP #1 #3 -(Lumb r Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC: From 56 plf at -1.00 to 56 pif at 3.00 TC: From 28 pif at 3.00 to 28 pIf at 7.00 TC: From 56 pif at 7.00 to 56 pIf at 11.00 BC: From 4 pif at -1.00 to 4 plf at 0.00 BC: From 20 pIf at 0.00 to 20 pif at 3.03 BC: From 10 pif at 3.03 to 10 plf at 6.97 BC: From 20 pIf at 6.97 to 20 pif at 10.00 BC: From 4 plf at 10.00 to 4 plf at 11.00 TC: 96 b Conc. Load at 3.03, 6.97 TC: 66 lb Conc. Load at 5.00 BC: 121 jib Conc. Load at 3.03, 6.97 BC: 52 Ib Conc. Load at 5.00 Wind Wind load 'land reactions based on MWFRS. Left and ri ht cantilevers are exposed to wind No 047102 '. $TAT 40 01 SA.38 FF 55 81 BO 887F48 CO 99 2E 85 FB �7°ii�Jscrs3s�a�aak ' s$}�rnd^.aafnd Lry Frasvzet tu3arttaca, Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 857 -3W G - E 852 -331 H - G 873 - 328 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 174 0 G-D 178 0 C-G 13 0 F£ �r6. tc..�rrt82(ai7lAtsPmw,§itY;:sH ie�q a SNA<fl � ac�,cn�t3kaacxx9a. ecd c��s�ch#s dr.,* � nutcr�sddavaA si�na� �a�i'�aimd sn6 thin 1�'�enres4i�.wde ettsssi Gv mrsNi�f.mazxysdactmrb:. � mains: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req `ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary f elt bracingTer CSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigg d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, om anerrtr� uc as applicably. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. WRer to t , drawings 16`oo`iiA-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 coniiprmance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this tlrawingg indicates acceptance of prot'essional engineering responsibility solely for the design shown. The suitability . and use oll this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infom{allon see this job's qeneral notes page and these web sites: ALPINE www.aloineitw.com: TPI: www.toinstora: SBClk www.sbdndusbvrom' [CC, wwwk safe.ora Job Number: 36CS00042 Ply: 1 SEQN: 668146 / T18 / VAL 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: GM DRW. Truss Label: V1 Wgt: 25.2 Ibs / ... 05/17/2018 3'11"8 7'11" r 3'11"8 + 311"8 12 B=4X4 =3X4(D7) =3X4(D1) A C -aw E D 1112X4 j= 7'11" 311"8 3'11"8 311 "8 7-11" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R 1 U / Rw / Rh / RL 1 W E- 73 128 / 34 / - / B / 95.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.009 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.016 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.005 D - - Bearing E is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.141 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.121 Chords Tens.Comp. Chords Tens. Comp_ A - B 200 -178 B - C 200 -178 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.109 Loc. from endwall: not in 9.00 ft FT/RT'20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords (Tens. Comp_ Lumber A - D 235 -146 D - C I ' 235 146 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B - D 366 - 309 Member design based on both MWFRS and C&C. Additional Notes ��toll Ista"r See DWG VAL160101014 for valley details. 'k� 4wae 04 a� w STATE 00 �. N. �. SERIAL 40 01'25��A�L3�8��FF 55 81 BO 8B 7F 4900Y�9,9 2E 85 FB Thuh9 rlYaCdaRL gkwwke & ddarjJ atad„l riIS1SIY0rS±dril CA �(A.t.)ic.C6TFH21 cn lAacaBe shown ab�aIDidn$35HTri . acthendcats¢ctde. rh�tmd z�trs�[hL' iitr�a+�crat atx not cxrvC�rsd sggnasiar�-ssaimfl �xd t)^cu:A'tentiatYesaeafle m�zt tis mcrtft�laramy��tranie �1a3. -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 Componen[ Safety Information, bVV TPI anOACA) toy safety practices prior to performing these functions. Installers shall provide temporary crneft bracing per BCSI. 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 bracingg installed per BCSI sections B3, B7 or B10, arrr hynents,ur as applicable. Apply.plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to 1, , drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin rComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the . truss in conformance with ANSI> fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa� ge, , the design The listing this drawing indicates acceptance of professiona engineering responsibility solely for shown. suttabllity this for is the the Building Designer ANSI1TPI 1 Sec.2. and use of thawing any structure responsibility of per For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineirwxom• TPI: www. inst.o : SBQk wwwsbdndu .mm; IM www.locsafe.org Job Nu Truss I D VLL OL R Horton MEAB Aria "D" LL OL I City 116.8 Ibs I FROM: GM147 ! T11 / VAL DRW ! 05l17/2018 I 1'11"8 3'11" 1'11 "8 1'11 "8 12 6 B=3X4 T=3X4(D1)=3X4(D1) I A C 3'11" wi 3'11" 3'11" Loading C literia (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W D• 70 / 22 / 31 / - / 6 / 47.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.004 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.008 999 180 Wind reactions based on MWFRS BCDL: ,0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 - - D Min Brg Width Req = - Des Ld: 7.00 EXP: C HORZ(TL): 0.002 - - Bearing D is a rigid surface. Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft TCDL: 4.2 psf CreepFactor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.058 Maximum Top Chord Forces Per Ply (Ibs) Load Dura ion: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.069 Chords Tens.Comp. Chords Tens. Comp. A - B 188 -162 B - C 188 -162 Spacing: 2 .0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE 1 VIEW Ver: 17.02.02.1208.15 Chords Tens Comp Lumber II Top chord 4 SP #1 Bot chord 4 SP #1 Wind Ir Member d �I ign based on both MWFRS and C&C. AdditionallIIINotes See DWG MI-160101014 for valley details. 40 015Ak38 FF 55 81 BO 8137F48 00 99 2E 85 FB Mitltum'tvaa 8�cenalsck t.'a��zif�na'wtt swiadtryeft mil Mirkb�es, P, (FL, tt4.GS710f Ge the&te siwwa abaw r-^.ng a SHA-1 aat�thenticatsada•.. tmde srartfdsd=z%=aN aratmy'%&rsi(mlad =6 " viwl mwt ba *edfbd on ozy dmtwr* alas.. A-C 158 -149 IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqq ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent afety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary dpelf per, CSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rippiii ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, pnerr u� is n15 Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to I Is 16 A-Z for standard plate positions. a div sion of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the conf' mtance with ANSIII PI 1, or for handling shipping installation and bracing of trusses.A seal on this drawing or cover pa e thisrawing, indicates acceptance of professronat' engineering respons(bility solely for the design shown. The suitability (e of ',� this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00042 Ply: 1 SEQN: 668148 / T22 / VAL ' I 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: GM DRW. Truss Label: MV1 Wgt: 14.0 Ibs .. / ... 05/17/2018 R 4' 4' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL , / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA D• 73 / 28 / 52 /- / 18 148.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 C - D Min Big Width Req = - EXP: C Des Ld: 37.00 Mean Height: 15.00 ft HORZ(TL): 0.005 C - - Bearing A is a rigid surface. NCBCLL: 10.00 Code I Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.164 Maximum Top ChordForces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.124 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.096 A - B 33 -78 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Piy (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Lumber A-C 145 -14 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B - C 162 -91 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes y�r:earw� See DWG VAL160101014 for valley details.FE 7 .. $TAT #;010,. 4o 015A Ft- 5B si Bo 3B 7F4s 0ti 99 2E E5, FB Siakatnnsiras bectr ek ¢dzd=alad by rU, tl martan�, PE(FL. Lk.04711121cm the dM shcwa abaw ring a SKF. l zukkient,mben mde. wbtadceptasatt}ssadraexaerAzwoutM' dS%V&d=d=lad ant lFc.v�sc entua encode nmt be*.ff dto mydmtTmr& mint. "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 anr7'SBCA) toy sa ety practices prior to performing these functions. Installers shall provide temporary ci2rey bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structure) 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 BB10, nm mn4ntxur as applicable. Apply plates 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 division of ITW Buildingq 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 trvsses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1_ Sec.2. rJ Job Num er: 36CS00042 Ply: 1 SEQN: 668149 / T30 / VAL 4EAB And"D" LL OL /DR Horton AEAB Aria "D" LL OL a. Qty: 1 FROM: AH DRW. Truss Label: MV2 Wgt:11.21bs .. / ... 05/17/2018 12 6 B 3X4(D 1) T A _o T �— 21 4 4 Loading It teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TOLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 B 999 240 D• 75 / 12 /48 /- / 10 / 24.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 B 999 180 Wind reactions based on MWFRS BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.005 B - - D Min Brg Width Req = - 0EXP: C HORZ TL 0.005 B - - BearingA is rigid surface. Des Ld: .00 ()t a9 Mean Height: 15.00 ItNCBCLL: 0.00 Code ! Misc Criteria Creep Factor. 2.0 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.046 Maximum Top Chord Forces Per Ply (Ibs) BCDL: 5.0 psf Load Dura on: 1.25 MWFRS Parallel Dist: h to 2h TPI Sid: 2014 Max BC CSI: 0.085 Chords Tens.Comp. Spacing: 2 0. C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 A - B 0 -22 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(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 64 - 6 Top chord . 4 SP #1 Bot chord 4 SP #1 Wind Member d dsign based on both MWFRS and C&C. Additiona Notes ffi See DWG ML160101014 for valley details. NO- AA t1 Vol`E OF STAT �' SERLAL* 40 01 SA38 FF 5B $a B0 BB 7F48 00 99 2E &5 FH Y.AfrWl 1Mart4aez E (ri.. its-C-ittS2! ctrr%rm�aae sfwwrt alxv� u.;�g a SHAa au�cnc&azsar�tc. ?sbtvd "nG16h dw tarn not 0=11md band szaind maid the sF-ot affimtkafimwde nut bavuf3ed rnai Vdcawrk ( u51ni_ i� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an d'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrriey bracing per CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rig d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections 63, B7 or 610, Components, uz as appl!cabl :. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to t drawings 166A-Z for standard plate positions. Alpine, a di,ision 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 ANSIt fPl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of] this drawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. Job Number: 36CS00042 Ply: 1 SEQN: 668150 / T24 / EJAC 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: EJ713 Will: 26.6 Ibs .. / ... 05/17/2018 C 12 6 77 �' p 0 B =2X4(A1) A D SEAT PLATE REQ. 24 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/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 I W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 438 / 178 / 370 1- / 202 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 12 / 101 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 D - - C 160 1125 / 78 / - / - / 1.5 M Des Ld: 37.00 eaEXPCn Height: 15.00 ItHORZ(TL): 0.017 D - - Wind reactions based on MWFRS MeanNCBCLL: 10.00 TCDL: 4.2 psf Code 1 Misc Criteria Creep FactorB Min Br. 2.0 9 Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.348 C Min Brg Width Req = - gearing B is a rigid surface. Spacing: 24.0 " 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/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. Lumber Top chord 2x4 SP #1 A - B 63 0 B - C 72 148 Bot chord 2x4 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 e e" No 04,11 lip STATE OF Z' m* 4 F MIAL 40 015AA FT- 58 9180 06 7F49 00 99 2E E5 FF IM Item h=been cte s wdrd a+rAW by rAwwai tear ", �(rt. fac.rastaz{anr$,e�isc><f<nwna6su>.rf,gassr�,.s aLihem6mlienwde. ilmAtalicopin ftl4i&azzay.,iavmotcrossi:imdsi andsmnbd and tfac 5;�a::irhanNma3cw�cc�9amuC:?��eeif�d-�ra�s9ectmrs3e avint. "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 anrTSBCA) for safety practices prior to performing these functions: Installers shall provide temporary crney bracing er BCSI. Unless noted olherwise,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, �nents,ne as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to t. drawings 160A-Z far standard plate positions. Alpine, a division of ITW BuildincqL�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 drawingg indicates acceptance of professions 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 ANSI1TP11 Sec.2. —1 n._ ;"s.....e«..,. —.1. ;n 'c nemml nnfx n end theca a cff a Al PIMP- wuw nlninn;hu min• TPI• a h,inef n CRCA- ,uu;u, ehrinduefv mmIC(:' wwu, irreofo nm Job Num "er. 36CS00042 Ply: 1 SEQN: 6681511 T15 / EJAC 4EAB Ari 'I "D" LL OL /DR Horton MEAB Aria "D" LL OL City: 10 FROM: AH DRW. Truss Label: EJ7 Wgt 23.8 Ibs / ... 05/17/2018 I C i I 12 i 6 2X4(A1) B A D SEAT PLATE REQ. I1, 7- Loading C Interia (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R 1 U / Rw / Rh / RL / W TCDL: 00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): NA B 336 1117 / 259 ! - / 173 / 8.0 too BCLL: Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 1101 / - / - / 1.5 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 Des Ld: EXP: C HORZ L 0.025 D - - Wind reactions based on MWFRS 7.00 (T ) NCBCLL: Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 0.00 P TCDL: 4.0 Brg Width Req = Soffit: psf D Min - 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 P C Min Brg Width Req = Load Dura on: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: P 9 0 " 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/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: 17.01 �O2 1208 6 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Lumber Top chord 2x4 SP #1 Bot chord N4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member d sign based on both MWFRS and C&C. B - D 0 0 ' s fo r � a - . . Zi' a� Nf I GERALA 40 01 5A 38 FF 5B 81 BO 813 7F 48 00 99,2E85 FB ` nAgItem It=tom Clattr _ z�aadaaad;aaladbyM�"bW th z Ps(fi.. 0471921 on h)aa daft shdea abon tranga SH l I aasf#cntataxt�da. Made-Fksafttrs dsr-caamatme motcza-Aswed sagwd am �I d MM tin 5W1sarthantIMde o im& nest be WAI`ed M owidactmnbc e�Yax "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reg ire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary Component bracing er afety Information, byy TPI and'SBCA) for safety practices prior to performing shall provide �yriey, BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly B7 attacherippid as applica06.' ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, or B1D, p ranents r,r Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. k4fer to f drawings 16' A-Z for standard plate positions_ Alpine, a d!v s!on of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co nf listing this 'rmance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use ofI For more information I this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insto ; SBCAL www.sicindu .com• [CC: wwmic safe.o Job Number: 36CS00042 4EAB Aria "D" LL OL /DR Horton /4EAB Aria "D" LL OL Truss Label: EJ7A 2X4(A' SEAT PLATE REQ. Ply: 1 SEQN: 668152 / T91 EJAC City: 5 FROM: AH DRW: Wat 21.0 Ibs ... / .. B 05/1712018 I r �, Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/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# Loc R / U / Rw / Rh / RL / W A 270 / 79 / 188 / - / 151 / 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 C 128 / 21 1104 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - - B 174 1136 / 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 it 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)/10(0) Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Ch d C 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 8180 BB 7f 48 W 992E85 F8 r£skItelntti'utaama6ccttmK asiys edand =ledbyrAVAK1[Aartkr=,. �F. {Ft., tte.C�T3Il2! antAaSazashaata o6e:vm tr.3ng a SH1Fi azat�an�a�enraKa. €vmtad @fata nds W=d salad and raramydcdm k CEVID : or s Tens. omp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anSBCA) toi salPety practices prior to performing these functions. Installers shall provide temporary rmey bracing er BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheyripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, ayr maentxuz as applicable. Apply ptales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. �2efer to i drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingq�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 pro>essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r.,...,.,.o i"t......"t:.... — tt,i� i,.lr. na 1 Home mna and tha wah nitar At PIMP www alni—dw mm• TPI- www tnimt o SRCA- vv hdndushvr * IM www_ir fa om Job Num °er: 36CS00042 Ply: 1 SEQN: 668153 / T23 / JACK 4EAB Ari , "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss La&I: BJSD Wat 19.6 Ibs / ... 05/17/2018 Loading riteri TCLL: 0.00 TCDL: , .00 BCLL: 0.00 BCDL: J0.00 Des Ld: 7.00 NCBCLL- 0.00 Soffit: '2.00 Load Du tion: 1 Spacing: � 0 " Lumber Top chore Bot chord Wind Member c T3 SEAT PLATE REQ. C 2'4" J_ 5 _I �I l 5' (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W B 373 / 162 / 330 1- 1158 18.0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 113 / 77 / - ! - 11.5 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 D - - C 103 / 82 / 42 / - / - / 1.5 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code I Misc Criteria Mean Height: 15.00 ft Creep Factor: 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf BCDL: 5-0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Br Width Re g q = - )5 P MWFRS Parallel Dist: D to h12 TPI Sid: 2014 Max BC CSI: 0.171 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/RT:20(0)110(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 46 -115 SP #1 SP #1 based on both MWFRS and C&C. 13 4001 5A38FF5881BGBB7F4800992E95FB Thu Item hm becawd =lad by rtarmw OAafUrw, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 P£ (:t, ifc.CdrtH21 an�e dais shn�vQ ahmve ude� s SriA+i ass=ffit matl§rnttasn ex�fr. I Painted copi althk dyxrs=a we nrA awAgdbod t4neszrdt lod and ttc 55�:2authcntkamteuocadeensztt*a.rrririedszcaap�ectm � 6mGlas.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "I'yIMPORTANT"" 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, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary f7ifey, bracing per CSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�ricq] d ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, om Tontnts, tae as applicabl Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Zefer to i drawings 1610A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 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 professions 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: 36CS00042 Ply: 1 SEQN: 668154 / T12 / JACK 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty:. 4 FROM: AH DRW: Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 05/1712018 TI SEAT PLATE REQ. 1 5' 5' 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: 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 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. C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D HORZ(TL): 0.008 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Std: 2014 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CS 1: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 .STATE QF1 40 01 SA38 FF 5B 81 BO BB 7F 4800 59 2E 85 FB ifsix AtemAnbnm cEattrm /s ed wtds tud by fisamvza tAart�az, I O Uj 04 M ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 / 96 1208 1- 1129 18.0 D 90 /13 /70 /- /- 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. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords ',Tens. Comp_ A- B 27 0 B- C 63 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ? E M. Ik.0471921 W the datestwom 26aw wing a 514A.1 ZZ cr4kQ1kAcrada nw.dcepksaT&J&daxsm= momatwTW&mm1stgaxa mds Ind a tia_.s RAa2 ac2henftAmmzs dem-t ba wuik-,d.masydea.nk caylaL *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary trtley bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached ril�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins, ailed per BCSI sections B3, B7 or B10, © r�nents nr as appiicab-le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to j drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildinhComponents Group Inc.,shali not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shippingq, installation and bracing of trusses.A seal on this drrawing or cover pa� ge, listing this drawing,indicates acceptance of ppro>essional engineering responsibility solely for the design shown. The suttability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Num er: 36CS00042 Ply: 1 SEQN: 668155 / T28 / JACK 4EAB Ari p "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 1 FROM: AH DRW: Truss La el: BJSB Wgt:16.4 Ibs / ... 05117/2018 Ci I B E 12 6 I- M O iV I = 2X4(A1) A t T3 IN C SEAT PLATE REQ. I ` I_ 5' J 5' Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: i r.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA A 195 / 56 1135 / - / 107 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 91 115 / 74 /- / - / 1.5 BCDL: Risk Category: II Snow Duration: NA HORZ LL -0.008 C - B 123 / 96 / 67 / - / - / 1.5 10.00 ( ): Des Ld: EXP: C HORZ L : 0.010 C Wind reactions based on MWFRS 37.00 (T ) NCBCLL: 11 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 A Min Brg Width Req = 1.5 P Soffit: �1 TCDL: 4.2 psf C Min Brg Width Req = - 112.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.319 P B Min Brg Width Req = Load Dua tion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.187 d.0 " Rep Factors Used: Yes Max Web CSI: 0,000 Bearing A r a rigid surface. Spacing: P 9: C&C Dist a: 3.00 ft Bearing A requires a seat plate. p Loc. from endwall: not in 4.50 it 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. A B 55 122 I2x4 Lumber Top chord . SP #1 Bot chord 4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member d isign based on both MWFRS and C&C. A - C 0 0 I STATE °. SERIAL* 40 015A 38,FF 50 8180 BB 7F49 00 99 2E 85 FB 71�k Itnmlrsx.9xc>4aW *�' /vkgrted'a¢rd=led by lAamarAMartinez, FE(a. Li— rA7tE3tMthe dlle, sfiarea abomtriig asx&d j awthcnti a•.i;: nwda. III 713tcd CWksafrhin drxeraaA We not aautdszeds esi and+.ea{md and tMI-1-ma authanticat as cede Mr ttie acr3fi + cat sergdectrank a�lat: II "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating, handling9 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponenI? LSafety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary rtfrels bracing per CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 5 d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om mnent ru as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (refer to J drawings 160A-Z for standard plate positions. Alpine, a dijision of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI�I PI 1, for handling installation bracing Wsses.A this drawing rmance with or shipping, and of seal on or cover page_ , listing thirawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability co011 and use this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al inedw.com: TPI: Lwnv. inst.o • SBCA: www.sbdndu .coin; ICC: ww.ioxsafe.orq Job Number: 36CS00042 Ply: 1 SEQN: 668156 / T21 / JACK 4EAB Ada "D" LL OL /DR Horton /4EAB Aria "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: BJ3D Wgt 15.4 Ibs .. / ... 05117/2018 T SEAT PLATE REQ. I — 3' 2,4" 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C C n Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 324 1167 / 309 / - 1115 18.0 PF NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 44 125 / 57 ! - / - 11.5 Snow Duration: NA HORZ(LL): 0.009 D - - C 34 / 30 / 32 / - / - / 1.5 HORZ(TL): 0.009 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Big Width Req = 1.5 Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.938 D Min Big Width Req = - TPI Std: 2014 Max BC CSI: 0.231 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 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: 17.02.02.1208.15 Ch d T C Ch d kf' C No 7 STATE 40 015A38 FF 58 81 B0 8B 7FF4& 00 99.2E 85 FB This lramta bam etse4r s nad'aid 'saafadbV flfasrearl la?arth or' PE K. tts.94rtE2t m that daft shawn abaw wing SNA-1 a ACrt=&nCCd& :Y�tndcwin afchis dw=va= m.1C A&nd s4n4d-=tf=lad a If=WWI aka=tkati— Md. n-k ba—dfbd m MyefWMAC_ 04IR :. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ouire extreme care in fabdcatinq. handling, shipoinq. installinq and bracing. _ Refer to and follow the latest 1 a division of ntormance wan Arvbu 11`1 1, or Tor n s drawing indicates acceptance of this gnawing for any structure rmation see this iob5 general notes pane ant strafnt of webs shall have bracing installeo per BI as shown above and on the JoingDetails, unless on or s ens. omp. or S ens. amp. A-B 63 0 B-C 15 -83 Maximum Bot Chord Forces Per Fly (Ibs) Chords Tens.Comp. B-D 0 0 of failure to build the g or cover page in. The suitability ctrrel>. onrlr�rnents xrr Job Number: 36CS00042 Ply: 1 SEQN: 668157 / T13 / JACK 4EAB Ari "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 5 FROM: AH DRW: Truss La'el: BJ3 Wgt 12.6 Ibs / ... 05/1712018 C 12 T Ij g M O � 2X4(A1) B M N I 1 A D SEAT PLATE REQ. 31 3 Loading riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 0.00 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: 117.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 176 / 162 /- / 86 18.0 BCLL: hoo Enclosure: Closed Lu: NA Cs: NA VERT(fL): NA D 51 / 6 / 41 1- ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 151 130 / - l - / 1.5 Des Ld: EXP: C HORZ L 0.003 D - - Wind reactions based on MWFRS � 7.00 (T )� Mean Height: 15.00 it Code / Misc Criteria CreepFactor: 2.0 B Min Brg Width Req = 1.5 NCBCLL: Soffit: G 0.00 TCDL: 4.2 sf - P D Min Brg Width Req = 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 BCDL: 5.0 psf C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.072 4.0 " Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B r a rigid Spacing: P g C&C Dist a: 3.00 it a seat p 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) j Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Lumber Top chord x4 SP #1 Bot chord 4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. lign Member d based on both MWFRS and C&C. B - D 0 0 � I 12 4. MW „ - 'STATE v Efaia�..' 40 015A39 FF 56 81 BO BB 7F 48 00 99 2E 85 FB ThU item K=bzcsteieti¢ gs na :aix32scatao Ly pawi lFAmiincs, M(A. Lls.D47192f en the data dawa above u bg a sffAi z3a�tandcatls�,ras�e. NUMAe pksorxi zdo_cs^.:.ma ma mot cmd6oad sdpwdand naiad andtr .A>.kav en�ia4isva eenwtbavadfsdanasydedm&. *`WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! MPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqq lire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building byy TPI y to these functions. Installers temporary Component bracing er attacher�ripp Safety Information, anr7'SBCA) safety practices prior performing shall provide aaey 3CSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om ,onerrts ur t; 1 as applicably. drawings 16pp� Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. efer to A-Z for standard plate positions. Alpine, a division truss in of ITW 8uildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI 1, for handling installation bracing trusses.A on this drawing or cover confprmance listing this and use with or shipping, and of seal page_ _ tlrawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability o .j this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more info 'anon see this "ob's general notes page and these web sites: ALPINE: www.al ineitw.com TPI: www.tpinst.org ; SBCA: www.sbcindu .com ICC: www.iasafe.o Job Number: 36CS00042 I Ply: 1 SEQN: 668158 / T33 / EJAC 4EAB Aria "D" LL OL /DR Horton 14EAB Aria "D" LL OL Qty: 3 FROM: AH DRW. Truss Label: EJ3L Wgt 12.6 Ibs .. / _.. 05/17/2018 T 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: 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: 3.00 ft Loc. from endwall: Any 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. Left cantilever is exposed to wind C ■6 11 C'7 C"I 3 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 190 175 / 160 1- / 86 / 3.5 Lu: NA Cs: NA VERT(TL): NA D 52 / 7 / 42 / - / - / 1.5 'Snow Duration: NA HORZ(LL): -0.003 D - C 66 / 52 / 32 / - / - /'' 1.5 HORZ(TL): 0.003 D - Wind reactions based on MWFRS Code / Mist: Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.178 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.078 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (lb Chords Tens.Comp. Chords Tens. WAVE VIEW Ver: 17.02.02.1208.15 40 015A38 FF 5iB BI BO UB 7F4B 00 99 2E ti5 FB Ttdt Item f=becn mletuvAcawAped ark agaiad by R4asa ml Luruner, a'E M. ttc.047182f eel the &iCB wwo abeam tens a sNA-1 as tMA6 *Mz0d0. :2atatad cwi=&t'!k dacrecA= nota=imad %kwdand m1ad and tFc Sksi�Z audsenikat�eas�lc en�t%a sedf�.d�cacrl*etecttan3c alas.. A-B 27 0 B-C Maximum Bot Chord Forces Per Chords Tens.Comp_ B-D 0 0 29 -106 (Ibs) "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary crneir bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 10, �hrrtetrrs ;tr as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to I, . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawinA 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 rawing or cover page. _ listing this drawing indicates acceptance of professions 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. Fnr -- iMnnnannn _can this inh's nanaral nntx nanr_ and rheas weh sites- ALPINE' www.ainineitw.mrn, TPI' wwwAr inst.ont: SBCA: www.sbcindustrv.com: ICC: wwwkcsafe.ora Job Num r: 36CS00042 Ply: 1 SEQN: 668159 / T14 / JACK 4EAB Ari "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 6 FROM: AH DRW: Truss La I: BJ1 Wat 11.2 Ibs I I ... / ... 05/17/2018 12 6 � C -F T 2X4(A1) B M to - C) � A � M D SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 2 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: �l.00 Speed: 160.mph Pf: NA Ce: NA VERT(LL): NA g 150 ! 77 / 145 / - / 42 / 8.0 BOLL: 10.00 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 / - /- / 1.5 Des Ld: 7.11 EXP: C HORZ L : 0.000 D - - R ) Wind reactions based on MWFRS NCBCLL: i 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Br Width Re 1.5 9 q = Soffit: 12.00 TCDL: 42 psf BCDL' 5.0 sf Bldg Code: FBC 2017 RES g Max TC CSI: 0.163 D Min Brg Width Req = - Req = Load Du {ion: 1.25 P MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Bearing B is a rigid surface. Spacing: �� 4.0 " 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: 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 4 SP #1 Bot chord4 SP #1 f Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member dQisign based on both MWFRS and C&C. B - D 0 0 40015A38 FF5391BO8B7F4800992E85FB *,U Item h."#aeon ekz3arntra r; ted MA=2led by Mx Amartinry A (FL, Uc.0471221 m tht daft ihawaabaw az�'t�g a SNA+i a *erdca&nzz:1 . Fibud capin raftfl�dcc=r-rstaru not &md vVvvi and mbd and&,2-x.R1alb endolimondarn"—Ikm rAfarim2wfdccIinrk C iADL "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! MPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re 'ire extreme care in fabdcatin handl!n shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an� SB ;A) ?& safety practices pnor to performing these functions. Installers shall provide temporary trael> bracing er BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attache�riggi ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ msialled per BCSI sections 63, 67 or 610, onr r¢tttrtts i=r as applicably. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. �2efer to F drawings 16?,A-Z for standard plate positions. Alpine, a diviIs�ion of ITW Buildint�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in confprmance with ANSII fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use otl,I this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00042 Ply: 1 SEQN: 668160 / T34 / JACK 4EAB Aria "D" LL OL /DR Horton MEAB Aria "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ1L I Wgt 11.2lbs .. / ... 05/17/2018 j- 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: it EXP: C Des Ld: 37.00 Mean Height: 15.00 It 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: Any 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 Left cantilever is exposed to wind A 12 6 F,--- C 2X4(A1) B 1lT 2o LO i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): NA B 134 / 77 / 143 ! - / 42 13.5 Lu: NA Cs: NA VERT(TL): NA D 13 / 9 / 18 / - !- / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C 1 / 23 122 / - /- / 1.5 HORZ(fL): 0.000 D - - 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: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.013 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords ,Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A-B 25 0 B-C 20 -16 40 015A 38 FF 5B 8E BO BB 7€48 flit 99 2E 85 FB riskItenc ssDecrsckclama§c jx ncd:asz6s+saladtryroar sfrau kbw ?£ m' tic. 04nwf ee the a1&M u'!ng ZSKVi amdsent9raa'Aaw& t'tad tr�iazs�Ch�tdm_raa�raa�notct�ni&xad ifg*asadand sealed anA tk25esA�,ti an,. 4nnisat`caaa amtatix wrtii dee=gdoedmrk ceyins Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ B-D 0 0 *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. installers shall provide temporary rrrrey 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 10, aim rnnnfs ur as applicable. Apply plates to each faceof truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer 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 pro essiona 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 ANSUTPI 1 Sec.2. Job Num er: 36CS00042 Ply: 1 SEQN: 668161 / T25 / HIP_ 4EAB Ari ,I "D" LL OL /DR Horton AEAB Aria "D" LL OL Qty: 2 FROM: AH Truss Label: CJ7 Wgt 42.0 Ibs i I SEAT PLATE REQ. 6'3" 9110"1 6'3" 37" u DRW: 05/17/2018 6'1"4 3'2" 16"1 6'1"4 + 9'3"4 9'10 1 Loading ter!a (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lac Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 17.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 /- /- /- 110.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - 10 10 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0M04 F - - D 29 / 14 / - /- /- / 1.5 Des Ld: 7.00 EXP: C HORZ(TL): 0.008 F - - Wind reactions based on MWFRS Mean Height: 15.00 It Code T Misc Criteria Cree Factor: 2.0 B Min Brg Width Req = 1.5 NCBCLL' � 0.00 P Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - „ BCDL: 5.0 psf D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 Re Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Spacing: I .0 " C&C Dist a: 3.00 it P 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 IVIEW Ver: 17.02.02.120B.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 14 -11 C - D 55 -72 Top chord 2A4 SP #1 B - C 330 -650 Bot chord 94 SP #1 Webs 2x415P #3 Maximum Bot Chord Forces Per Ply (Ibs) Special L dads Chords Tens.Comp. Chords Tens. Comp. -(Lumber Dur-Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E 0 0 TC: From 0 plf at -1.41 to 55 pif at 0.00 G - F 591 -288 TC: Froml 2 plf at 0.00 to 2 plf at 9.84� _ BC: Fro 0 If at -1.41 to 4 if at 0.00MAf BC: From, 2 pif at 0.00 to 2 plf at 9.84 g x ar Maximum Web Forces Per Ply (Ibs) TC: -7 Cone. Load at 1.41 be -ems Webs Tens.Comp. Webs Tens. Comp. TC: 128 (b Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 G - C 286 -47 C - F 345 -709 BC: 23,b Conc. Load at 1.41 2 BC: 103 lb Conc. Load at 4.24 .+ BC: 179 Ib Conc. Load at 7.0700 Ak 01 a Wind Wind load land reactions based on MWFRS. ' 40015A38FF5081BOBB7F490099 2E 85FB INC Iters'has been =led by fAWA,21Wrtkncr, i ,. s� (FL. tts.�aT.H�(cmtbadaR¢ �hs¢�a aturmnar.3ng a Sii�B I� sa;diec;L3pRiivriaa3�a, f ftbtea eupiaOI&I. de-,=M..a out COWAwad skncd=dam Imd axad tine..:pit&3sxantxa9icatc5ariuntbevedfbiceta��zdectra **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regc16ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary �rncy bracing per CSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri I ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, nm rafrents,ttr as applicabl2: AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to T drawings 16 A-Z for standard plate positions. Alpine, a iv sion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conf rmance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this rawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of iIthis drawing for any structure is the responsibility of the Building Designer per ANSITTPI 1 Sec.2. Job Number: 36CS00042 Ply: 1 SEQN: 668162 / T26 / HIP_ 4EAB Aria "D" LL OIL /DR Horton 14EAB Aria "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: CJ7A Wgt: 42.0 Ibs / ... 05/17/2018 6'3" 9"1011 6'3" 3"7" i / SEAT PLATE REQ. 0 6'1"4 3'3"12 5" 6'1"4 9'S"1 "1 "1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.013 G 999 240 B 303 1204 / - /_ /_ / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 353 / 165 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA • HORZ(LL): 0.004 F - - D 31 / 15 /_ /_ / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.007 F - - Wind reactions based on MWFRS Mean Height: 15.00 ft q NCBCLL: 10.00 Code / Misc Criteria Creep FactorB Min B. 2.0 r9 Width Re = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.200 E Min Brg Width Req = - BCDL: 5.0 psf D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.301 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.233 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 Top chord 2x4 SP #1 A - B 14 C - D 51 66 Bot chord 2x4 SP 91 B - C 316 -59 0 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords ;Tens. Comp. --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 550 -278 F - E 0 0 TC: From 0 plf at -1 Al to 55 plf at 0.00 TC: From 2 pif at 0.00 to 2 pif at 9.84 G - F 538 -276 BC: From 0 plf at -1.41 to 4 pif at 0.00 BC: From 2 pif at 0.00 to 2 pff at 9.84 et Maximum Web Forces Per Ply (Ibs) TC: 7 lb Conc. Load at 1.41 � tr• , Webs Tens.Comp. Webs Tens. Comp_ TC: 99 lb Conc. Load at 4.24 a TC: 222 lb Conc. Load at 7.07,* a aF G - C 271 -62 C - F 331 -645 BC: 23 lb Conc. Load at 1.41 BC: 96 lb Conc. Load at 4.24 BC: 174 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. `• e. 4001SA38FF5B8180BB7F4900992E85FPt Thl; rern7sas beaaamk rtcd.=%d aladby Mamml Narttncg PE(FL, I.k.047192.i an �ia3 :shatvr� abs m trig a S# 3 aas�#nficafiim�ta_ Ecadxs�imsc3'd�s eixat are natecnstaivA �cnd zcslad .1 dr-sw*, lau^thczbotim o rtut dacmdbd wtt�yrslectrack "VIES. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary IirreY bracing per BCSI. 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, nm x»te�tts xte as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. t efer to t. drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildinhf�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP1 1, or for handling. shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su" briity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. en..nn.n �no.....�e�..n we x.�� �nM� ne..e.ol nnlm rone end fheen wuh ��e� AI DOJF• unuai ehrind-f rnm- Il:b uauur is _ nfa nrn a s F N�'ber'2l 6CS00042 Ply: 1 SEQN: 668163 / T37/ HIP_B"DLL OL /DR Horton 14EAB Aria "D" LL OL Qty: 2 FROM: AH DRW: sel: CJ3L Wgt: 16.8 Ibs / ... 101 .17 T d" _ e— 05/171201B 4'0"6 I p 4'0"6 Loading I riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 120.00 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: l� 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 153 / 81 / - ! - 1- / 4.2 BCLL: Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 69 11 / - / - / - / 1.5 BCDL: i0.00 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - - C 30 / 3 / - / - / - / 1.5 Des Ld: 7.00 EXP: C HORZ L : 0.002 D - - (T ) Wind reactions based on MWFRS NCBCLL: o 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min B Width Re 1.5 r9 9 Soffit Q IP 00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.057 D Min B Width Re q = Load Dur. bon: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.107 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 4.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any � RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. III Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber A-B 16 -12 B-C 12 -7 Top chord 2x4 SP #1 Bot chord 4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Wind j B-D 0 0 Wind load and reactions based on MWFRS. No `. e.00 w STATE 0 eta 40 015A3 FF 50 81 B0 BB 7F48 00 99 2E 85 FB Tssr.amdwaiaabyrsasaxaMartiw, {FL. LPs„�47E92.(an-tAs da&t afsawna6ava ta.�i� a Si? s"i a'�iCiffita$iJBr�da: a'�9stadccg1=afchtsd:.samvnt mmatcmWimads€gsrid mds bd and ti"c.T:;A«; ss santdsai6sas le rasssttoxaWW cAss.jdeamW. bias. **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of any �srrainr or wens snau nave Dracmmsiauea per tti as shown above and on the Join?Details, unless of BCSI failure to build the g or cover page in. The suitability rrney olnr�tnents nz see Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Helght,_Partinlly Enclosed; Exposure C, Kzt = 140 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 - Orr 120 mph Wind Soeed, 15' Mean Heloht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace ■ (1) 2x4 'LBrace It (2) 2x4 'L' Brace Ism (1) 2x6 'L' Brace r (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' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' - S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 0 H F Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' it' 5' 3' 6' 7' 7' V 8' Si' 9' 6' 10' 4' ill 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 1 TV 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' —� � 7S P D F L #2 3' 10, 6' 7' 6' 10" 7' 9' 8' 1' 9' 3" 9' 7' 12' 2' 12,q7' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ti' 11' 14' 0' 14' U' Stud 3' 9' S' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8111, 9' e' 10' 13' 1' 14' 0' u #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14'14' 0' 14' 0' u S P F H F- #3 4' 2' 7' 1' 7' 9' 8' 9' 9' i' 10' S' 10' 10' 13' 9' 14'14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14'14' 0' 14' 0' Q1 0 Standard 4' 2' 6' 1' 6' 5' 8' 1' B' B' 10, 5' 10, 10, 12' 8' 13' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' to, 8' 11' 1' 14, 0' 14' 0' 14' 0' 14' 0' P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' t3' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10' Ill 13' 4' 14' 0' 14' 0' 14' U' QJ D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' t' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10' 1 It' 10' 12' 7' 14' 0' 14' 0' d S P F #1 / #2 4' 10' 8' 3' 1 8' 7' 9' 9' t0' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14. 0' 14' 0' u u O f 1 H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4" 10' 0' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' 8' 5' e' e' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 10' 8' 3' 6' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10, 9' e' 10' 1" 11' 7' 12, 0' 14' 0' 1 14' 0' 14' 0' 14' 0' . 1 1T�J F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' IV 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss A, Diagonal brace option, vertical length may be I doubled when diagonal 18' )K brace Is used Connect L I diagonal brace for 600# 'L' -fl- at each end. Max web Brace total length Is 14'. 3i(lil 2x6 DF-L #2 or better diagonal T I t Vertical length shown braces single 8, In tobte above, or double cut I 45• (as shown) at L upper end ontlnuous Bear Connect diagonal at midpoint overticalweb, f Refer to chart above for M eVARNIM(ass READ AM FMJZW ALL 111E&0i THIS DRAVM ` ■ WORTAHTws FIRCDSH THIS DRAVM To ALL CM(MACTORS MMUDIM THE IMTALLERL Trusses require extrene care In Fabrkating,CompohandUr,g, •shlppin0, installing and bracing. Ref.0 to and C Follow the latest edition of BCSI (Bu4dlno nent Safety Infornntion, by TPI or,d SDCA) For'.snFety r.—tlear prior to perforning there functions. Instaaers shall provide temporary Wdng BCSL Unless noted otherwise, top chord shall have property attached structural sheathing and bottbl, d»rtl _� r shall have a properly attached Hold cr)Ono. Locatlons shown Far pernanent lateral restraint of webs - �� AMpbie, 87 or DIO, as uneasIcame.no Apply plates to each Foca sections,on the shall have trading Installed per above of truss and ppoosition as shown above and on the Joint Details, wllecc noted otherwise. Refrr to draw w,ps 16DA-Z for standard plate positions. a dlvWon of ITV BLAding Conponentr Group Ina shall not be responsble far any deviation from AN RWCOMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handtna, shipping, sa lr.tal(ntion 6 bradng of trusses. A sent an this drawing or cover page Listing this dras4o, Indicates acceptance of professional rnwhrerlw raspor�sawut w:otely far the design sham The sultolmty and use of truw dnas6V fr any structure Is responsibility of the Building Designer per ANSI/1PI I Stc.S 133Dg Lakefrant Ddve Earth City, MO 83045 For more Information see this Job's general notes, Cage nM these wrb ,item ALPINE, nwalpinettw.coml TPb www.tpinct.orgi SBC , www.rbMurtry,org! i[X? wrwlccsaFa.org Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir al / #2 Stnndard it2 Stud #3 Stud k3 Stnndard Dou las Fir -Larch Southern Pinexxw #3 #3 Stud Stud Standard Standard Group Br Hen -Fir p1 b Btr #i Do los Fir -Larch Southern Plnesws al al #2 a2 lx4 Braces shalt be SRB .(Stress -Rated Board). swFor !x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load), Gebte end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,1281x3A' min) nalls. A For (1) 'L' brace, space nalls at 2' o,c, In 18' end zones and 4' ac. between zones. )K)KFor (2) 'L' braces, space nalls at 3' o,c. In 18' end zones and 6' o,c. between zones. 'L' bracing must be a minimum of 807 of web member length. Gable Vertical Plate Sizes Vertical Length No Splice + 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-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4' 0', but less than IL' 6' h3�TT' ,G O �'tIfJMAX , TOT, LD, 60 PSF AX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed; Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 n- IPA mnh Wind Snoad. 3n' Moan Hninht. Partially Enclosed. Exoosure ➢. Kzt = 1,00 S 2 x 4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace ill (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ' (1) 2x6 'L' Brace x (2) 2x6 'L' Brace we Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B 4-) #1 / #2 3' 8' 6' 3' 6' 6' 7' 5- 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' B' 9' 1' ill 3' 11' it, 13' 7' 14' 0' 0) 121) J UStud O OU F 3' 6- 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' il' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13' 1' 14' 0' S P D F L #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' Ill 9' 3' ill 9' 12' 2' 13, 11' 14' 0' #2 3' 8' 6' 1' 6' 6' 1 7' 5' 7' 8' 8' 9'1 9' 2' 11' 7' 1 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10' I' to, 10' 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' V 10' V 10' 10' 13' 8' 14' or d Standard 3' 3' 4' 3' 4' 7' 5' e' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10, 6' 13, 3' 13, 9' 14' 0' 14' 0' :+.) _ U S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' e' e' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O f I H F Standard 4' 0' 5'• 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11 ' 10' 12, B' 14' 0' 0 14' ' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' i1' 10' 2' 10' 7' 11' 14' 0' 14' 0' o 11 S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8'9'to, 1' 10' 6' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 13, 3' 14' 0' 14' U' k,Dq DFL Stud 4' V 5' 11' 6' 4' 7' 11' H' S' 10, 0' 10, 5' 013'5'13' 13, 3' 14' 0' 14' 0' Stnndnrd 4' 0' 5' 3' 5' 7' 7'0' 7' 6' 9' 5' t0' 2' 11' 9' 14' 0' 14' 0'#1 / #2 4' 8' 7' 11' 8'2'9' 4' 9'8'10, 1' 11' 6' 14' 0' 14' 0' 14' 0'SPF #3 4' 5' 7' 7' e' 1' 9'2'9' 6' LO' Il' il' S' 14' 0' 14' 0' 14' 0' u` U O �1 [' �l r Stud14' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, IS' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' V 14' 0' 14' 0' x d S P #1 10' 8' 0' e' 3'9' 5' 9'9' 11' 2' li' 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 8' 7' 11' 8' 2' 9' 4' 9'e'''11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 6' 6' 10' 7' 3' 9'1'9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' DFL Stud 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14'0' 14' 0' l4' 0' Standar S' 6' 1' 6' 5' 8' 1' 1 8' 7' 10' 11' 11' S' 12' e' 13' 7' 14' 0' 14' 0' able Truss A' Dlogonal brace option, T vertical length may be doubled when diagonal IB' brace is used. Connect L diagonal brace for 690# 'L' at each end. Max veb ' Br ce total length Is 14', XX i 2x6 DF-L 02 or better diagonal T_ t Vertical length shown I brace; single 8, In table above. j or double cut L 1 45' Cos shown) At upper end. Connect diaocnaT at 1 6UIP4 N 9 i _ANdTWOOMPA = 13389 Lakofronl Drive 1 Earth City, MO 83045 J Jlrl 41 4, , Refer to chart above /for /max,g&%6Y61 L11IIr fNay leap oVARHIN(ews READ AND FALLOW ALL DOTES ON THIS DRAVD M --UW RTANT— FLRLUSH TM BRAVING TO ALL CMTRACTORS MMUDM THE IWTALLERS Trusses require eutrene care in fabricating, handling, shipping, installing and bracingA' . Refer to and �\�`EN < Row the latest erstion of SCSI Uh Ad:ng Conponent Safety info-ation, by TPI and SSCA) for safety �`_ :actkes prior to performing these functions. Installers shall provide temporary bracing per SCSI. Mess noted otherwlse, top chard shall have properly attached structurot sheatHng and bottom chord Z NO call hove properly attached rigid ceiW,g. Locations shorn for permanent lateral restralnt of ebS ,all have bracing Installed per SCSI sections 113, 97 or 510, as applicable. Apply plates to each face truss and PFosition as shorn above and an the Joint Det.K.. unless noted otherrdse. afar to dra gz I6DA-2 for standard plate pasltlans, _ �,- l.m L b .a. of a IIe=tress a « „... , ...w ... .Y. station L bro of t cove. �t sent on this drawing or cover pope listing this draeing, Indicates acceptance of profsssbrwl '�-rrOl� 1�Q` xredrg responsSr@ty solely for the ft t sham The suitability and use of this droehg fT�� anY structure Is the respomsgWtty of the Sodding Designer per ANSVTPI I Sect. I For none Information see this Job's general notes page and these- Web sites, Bracing Group Species and Gradesi Group A, S uce-Pine-Fir Hem-Flr, #1 / #2 iStaLdardi 1 #2 1 Stud #3 Stud 1 1 03 Standard Dou as FIr-Lurch Southern Pinexxv #3 #3 Stud Stud Standard Stnndnrd Group Ill Hem -Fir #I Btr #1 Dou las Fir -Larch Southern Pinewmr #1 #t #2 1 #2 ix4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rndes. Gable Truss Detail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 ptf 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' bracer space nails at 2' In 18' end zones and 4' o.c. between zones. )K)Wor (2) 'L' bracesr space nails at 3' o.c. In IS' end zones and 6' o.c, between zones. bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Lemat No S lice Less than 4' 0' 2X4 Greater than 4' 01, but 4X4 less than 12' 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 ASCU—W—GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT, LD, 60 PSF MAX, SPACING 24,0' 'T' Reinforcing Member Gable Truss Gable Detail For Let -In Verticals Gable Truss Plate Sizes Aby;-; + - If- web has a scab brace, -then webs Refer to_approphlate_Alpine _gable detail for over 48' from Joint to Joint need minimum plate sizes for vertical studs. to'be braced with 'L' or 'T' braces. Brace is 90% of member length, QRefer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length greater than 48' 'L' or 'T' brace required ON �c ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 2X8 V No�.( I 1 brace required d t. In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design, vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nallsi lod Common C0.148'x 3.',min) Nails at 4' o c. plus (4) nails In the top and bottom chords. Toenalled Nnilst 10d Common (0.14810',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, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030EN13101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -hall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detalp. 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. Web 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 t#3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30X = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30x8'7'=11'2' 'T' Reinf. Mbr. Size 'T' Increase 2x4 30 2x6 20 ONvARNllf we READ AND fnlw ALL TQTIM ON THIS BaAWDXH es�PRifANTea FURNISH T= DRAWM TO ALL cQnRACTURS ULLURM TEE INSTAL!"S t ,ot{e �Jk REF LET -IN VERT DATE 10/O1/14 fatbTrusses i sthe n°.aatao�naf`Saz"cew°ca °r�anh°°K s"Daf.t`:"�,and Trs and cAiafo stafyand fi?,�=� es prior to peefonv"g these all have Installers shall provide tenporary bracing per GCSE Unless rated otherwlae, tap chord shalt have attached siructu-al slieotrung and botta� No flaoa89,2 properly chord shalt have a properly attached right! caB"g. Locations shoran for pernanent Int¢rnl rastro"t of webs DRWG GBLLETIN1014 n J or DMO.et fts obWbnbt¢. Apply ptnt¢s to eadi fats shalt have bracing Installeds per SCSI serdaan the of truss and as shown above and ifie Jotnt Oetads, w�'s E;ia<2e Of x W ���i� l��\�IJI ppo�dticn an tmiess rioted otlxMse. Refer to drawings 16OA-Z for standard plate podthns. Alptne, n division of ITV Bul Cotgsments Grip Tnc be AN ITIN COMPANY shall mt reapanable for on�Y devintbn fros this dwehp, any failre to bWttf the truss tr+ cosfornnnce wkh ANSI/TPI 1, or far har�aunp. sNpphp. "stauatbn bracing of trusses. ,�=savaseumxin...... MAX. TOT. LD. 60 PSF A seal an this drawing or cover Ust"g this drawing, Indicates acceptance of professional bwstrnva are is y'd°'y fa r demon shorn The "�e°6Elty °nd ust of tw d'aarq the nsparu�Rley of sir sitdtie ue 20 ANVU L SIC& a - _ •" ' DUR. FAC. ANY 13389Iakefmni�rivefor Fa�lhCity,M063045 per For iwr¢ b,faraatlan see this Job's general rotes ga and thaw w¢b sit¢s, "IND wwr nl .cow! 7n ewe. ! SBCA, avw arpt D:p ¢wsJo:safe.org -^ - MAX. SPACING 24.0' Hip Frame Details Hip Frame \_fAVA MI— BGI 2; 'R' Ithed Use ASCE this detail 7-10, 180 fort 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 Structurr stepped hip system must be So. Pine lumber, anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiRttt W P%ortins, w■IIOWANTu rUrd TTWS�MAVM TU AAM tJ- CO7TALL �RACC'n= INCUN�t11GYTHE INSTALLERS. t Trusses requif•e Irene care In fabrknting. hondUng, shipping, lnst.ttl g and brochg. Refer to and follow the latest edition of BCS1 (Bultlhg Component Sofoty [niornatlon, by Till oM SBCAI for safety Practices Prior to performing these functlons. Installers snail provWe temporaarryy brad�.g per BCS1. Z Unless rated otherwise, top chard shall have properly ettnched structural sheathinG and bottom dwrtl ., shall nave a properly attnchatl rlgitl ce0hg. Locations shown for pernanent lateral restraint of ..be = 1111 [f�� shalt have hradnI Installed per SCSI sections B3, B7 or 1110, as npdknble. Apply let to enCi Focs of trues and position as shown above and an the Joint Detals, unless rated athe, l o. Refer to drawings 16CA-Z for stwW-d plate Positions. � �Q Met— a fivislon of [TV Met— Conements Group Inc. shalllwt_besesponsible-fo6any _deviation -From _—�. -A seal en -this dra.lnq or cover pace Usttng Into drawing, hACates acceptance of professlonat reaponsBfWty solely for the elesli l amawn. The sWtnbUty and use of this drawing 13399 Lakefront Of- foram z ru Pon Is the resP°nsbAtty of tM Mcling Design— Per ANSI/TPI 1 Sam& Earth City, MO 63045 For mare information see Oft Jobs General notes pogo and these web sites. ALPINE, wewatpheitw.conr TPB www.tptnstoror SBCAi wwe,sbchdustry m ICO wwelccsafeorg REF HIP FRAME DATE 10/01/14 DRWG HIPFRI801014 Valley_ Detail ASCE 7-101 160 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)KAttach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00- ❑r 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 a 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, Mph, Mean___Height, Enclosed, Exp, C, Kzt=1,00 Unless specified otherwise on engineer's sealed design, for 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 3.0') naps 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. xxx 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', 2X4 4X4 12 3X4 Valle— 12 Max. Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip �— 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley VaU 4X4 Toe-nalled 12 12 Max. I- 1X3 5X4/SPL 17 (Max 2X4 b SQ 20-0-0 C++) - - — rue Lia\ r ruvuny at 2 ' o.c. Plan Supporting trusses at 24' o.c. maximum spacing. llgllu nlHNpee , -WAMM- RFAB Atilt FO1°v ALL BITES ON T= MA` ,``� Oj �.%+>''.,, TC LL 30 30 40PSF REF VALLEY DETAIL -WBRTAHTss FIIR Mi TM BRAVM M ALL MTRACTORS nCLUeB+6 T1E WTMJ"& Trusses require estrene care in fabrka*V, handling. shipph9, Inst 1Un9 and brads War to and ` off ;olio• the latest mWtlon of BCSI Met Conponenf safety 2nfornotbn, by TPI and Sscw Far safety .,�` 1?^ GE �jf�. `� �'C DL 20 15 7 PSF DATE 10/01/2014 praetkes prior to perforednp these Funetbrs. Installers shW provWe twparary bra�� tJ,f` `� '.. Wioss rot•d ather•tep, top lord shad have properly attached struetwal sheathR�g batten d,ord t:^ B%C DL 10 10 10 PSF DRWG VAL160101014 shall have a property atinChad rigid eel Locations •horn for pern—M Loterot restraint of ebs i (((TTT shall hovel bracing instatted per SCSI crctka B% B7 ar slo, os appUcW W. Apply plates to each face = /// dII �� F9 of truss ors pa. ISC ae coo n above and a. tfw Joint BetaUe, uNrss noted oihrMsp, = / :.1 t, (', LL, Q Q 0 PSF 111� Reier to drnrings [an .. for standard plate posltlans. Alpine, a division of Iry a�alddalNp eonpan.nt• Grnuo Inp. Shan net be responsible far an de�,wtron from ram- TDT. LD. 60 55 57PSF AN IiWaOMPANY this tlrnrRg arty fosure to bu0.d the truss H confornnnce sith ARTT/TPI 1, or for hnrsRup, sWppNp, n +7 1 �TF OF InataUatbn & brachg of trusses. �i A seal on this dra•tng or` cover page Uffft this dreslng. Mtfcates acceptance of profRssimal pa ty solely far' the d, shorn lhv suttamlty and use of thus dr°rtr'e �� L! j i�s1 �i� /K� ^UR�FAC.1.25/1.33 1.15 1,15 For�r too realty of the Bu4tlMg Brsiprwr per AI6LTPI i Src2. !C'• ('7 1 »,. 13369 LeRani Drive Gar pore Infarnntbn ere this ,pb's genewl ,rotes gappee and these eeb sites ;(t�r SPACING 24,0' Earth City,MO 63645 ALPINE, rs•Alpheltr<an, TP]. nrtvinstorpt SBCA, •we.sbclndustr,A , ICO rr•UcesafeAro h.Ui ffla. R. �i`�aa`p', y` W Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, 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 purtins. The building Engineer, of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purtins, 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 Engineer's sealed truss design drawing for piggyback and base truss specifications, Detail A I Purlin Spacing = 24' o.c, or less 12 Up to 1217 4' /a, /\ // I I I I I I I I \\ /\ \ 4' Spacing = o,c. max L—Top Chord Scab (Typical Each End) Flat top chord purtins required at both ends and at 24' max o,c, spacing In between, Detail B ' Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0135'x3.51) and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nalts (0,128'x3') at 4' ox, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'), Up to 12 V /.� I I I I \\ 4' \\ Purlin Spacing I ( \\ / I I I I ) (/ 24' o.c, max Futi LTop Chord Scab (Typical Each End) Chord Fiat top chord purllns required at Depth both ends, purlin spacing Notes If purtins or sheathing are not specified on the flat top of the base truss, purtins must be installed at 24' o.c. max, and use Detall A. IAajJJiJlfjjjJ WARNIN(bm READ A40 M.1-11V ALL NUTES IH TKIS BRAVB+GI rwL@6iTMT, FURNISH THIS BRAVING M ALL =TRACTMS INCI.IIDBJG THE INSTALLERS. Trusses require extreme care In fabricating, handilng, sNpping, tnstattina and bwcl p Refer to and `- !tee t� follor the latest edition of BCSI atuAdh+g Component Safety tnfonwan tion, by TPI d SSCA) for safety .��GE practices prior to performing these functions. Installers shall provide tonpornryy brotlrg par BCSI. U,tt noted otherdse, top chord hatl have properly tt.c"d .trod—M sr..Z,g and bottom chord � l shall have a properly attached rigid cNUng. Locations shown for pa—M loternl restrah, of webs N y shall have brnpUpnB Installed Per SCSI sections 83, 87 or H10, asapplk4ble. Apply plates to each Pacoof tr = Refe uto drawings 1 0A-Z foestandardapinte positlonst Betats, unites noted otheMse. ALPine, a dWlslon of ITV Bulldlnp Comoonents Group Inc, shall _not be responslbt�fo�nny_deylatWn_frrn+—'~—_'(�_ =. -- - _, rV'1 Il Yt WMrAL1i—tHtallat np - 1 nBd-the.=irLSS-feFCPnFOMtenCe-wlVt-M7Stlir[-Ii elr£W'-MIaUnB, SNPP�B, '. 'ryJ�K;00, — —_ s n nt�i � clog of trusees. 6� A seal on this dradna or mver page UsNnp this draeY,g, 6,Acates acceptance of professl-W �t (y� englneerYg resporndbPJty solely for the design ah+o►n the sultabWty oM use of this drorhma a�¢g p for nrry ShWc4,re Is the respor�tlty of the ButdNn Dtalgitr per AZTPt 1 Sec.& 4y EarthLakefront Drive For more Information see this b'6 *nest notes rA Earth City,M063045 ALPINEi wev&taheltw.cau TPB wwwtolhsstorm SSCA, --sbcyM-trargie CGwr vJecsofearg �%`%�I 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 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 chord using (2) 16d box nails (0,135'x3.5'). The top chord R3 grade 2x4 scab may be replaced with either of the foltowingi (1) 3X8 Trulox plate attached with (W 0,120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.12014.375' nails. Note, Nalling 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 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.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.. with (8) bd common (0.113'x2') nails 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 I112, full chord depth scabs (each face), Attach @ 8' o.c. with (6) 10d box nails <0,128'x3') per scab, (3) In cap bottom chord and C3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ B' o,c, Attach Eeeth to piggyback at time of fabrication. Attach to suppor Ing truss with (4) 0,120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o,c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 = CLR Reinforcing Member Substitution This detail 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 detait Is only applicable for changing the specified CLR shown on single 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 I 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 2-2x6(v 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, T-Reinforcement Or T-Reinf. L-Reinforcements ar L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c, Reinforcing member Is a minimum 807 of web member length, T-Reinf. L-Reinf, Scab Reinf orcementl Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) naps at 6' o.c. Reinforcing member Is a minimum 80% of web member (ength. Scab Reinf. DO ALL TRAcsTIRS ON Rail ac D NO TO M,�9`'y''�,� TC ILL PSF REF CLR Subst. ALL CONOW ..neotTaTIew r RN TwsMWAVIwac TIC INSTALLExs �.vE� �i Tnuthe requW extreme car. In fobrknting, hnndirg, shlppVM,�g. InstnWnp and bracing. Refer to and follow thelatast edition of BCSI LBulldr* Component Safety Information• by TPI and SBCA) for safety we prbr to perfor lmg these f-etlons. Ulstnllers shad p—lde temporary bradrg per BCSL �� J r /A- . _few i TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 pan Unless rested othcrrlse, top chord small hove property attached structural sheathlN and bottom chord hove attached Locntbns shown for lateral restraint of aces `� V\GEIV& k1` C DL PSF s Q Pt no Illlt�iU.I=—�Jt shalt a property permanent chat hnvo and abal --fl J or Beg as appllcnblo. Apply pintas to each face i truss and ppoositlan ns shorn above and on tha Jdnt Detnes, unless noted otherdse. rel installed per BLSI and the Refer to drar4,gs 160A-Z for standard plate positions. = �� .A lC ILL PSF AIp6+e, a dvlsbn aP ITV BW(ding Conpanentc Group Inc shall not be respanGble for ony devintbn iron —b4 AMT. LD. PSF AN MOD PANY the dradnp• any fafture to buR the trvss h canfornance with ANSI/TPI 1, or far handing, shpp rag, i T, n � V bstaltatba a hratlng of trvuces. A scot an this J-a.InRg ar cn,,.r pngr t(stMp tHs drn.hg, bblcates acceptance aP praPessbrml- ty solely for the deslpn sham The sWtabNty and usa of tlUs rYawMp y sirucYuethe rcspaes9181tY of the 8uR3g De9pcer P.r ARSVTPI I SectW far an (�+t��" fyf4. 1'9 1 t✓ y,� DUR, FACE SPACING 13389 Laknl Drive Earth City.ity.M063045 for more information see this job Y general notpage and these web sites. ALP, www4lpineltw.comi TPI, rrw.tohst.orgi SBCA, wwRes sbclndustrY.Grm ICO wwwlccsof—rg f4ti 1:f�/�Alcr frAti�e •�0�` X'dW .0't>2 ONIOddS j/����y/rq���r t;ttttttt" "IHtycet ♦�� t 0�§ hrr `♦♦ �S S,aqy} ♦ 'vV I ♦ tJ V '?� �A' o'y �j� i _ - _ �uo7}uol} J"/' o b{ ON is ^ 1� S .� �'�rr ° f �i ..� BJvelm.41sxq seyjy w B d'ge}ou IMASaeB s�gW�'1PNe'easuMiawol4Wla voe4�+oj+td lv - S I IdLnSW Jad a r." 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Ald al Lis Ao,4 luo piton sl u6lsap slyl •,aagwaw qam .ao p.aoy:) ua>lo.aq y}im ssnu} o ao4 suloda a sal,4pads 6ulmo.4p slyl ua>10jg Jo pa>jD)oJ3 STANDARD BOTTOM CHORD FALSE FRAME DETAILS — 4' 0' OC MAX, LENGTH TO TRIM TILLER EXISTING FILLER '1 — 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' ❑,C. MAX„ OR SEE NEXT OPTION, — 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). — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), )tLATERAL 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 NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTI❑NS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS T USE THIS DETAIL FOR1 ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY L❑CATI❑N ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 5 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, DER 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 WITHOUT 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 LOCATIONS AFTER MODIFICATI❑N, 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 LOCATI❑N, 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) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLO — MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) 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 TRUL❑X PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE 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). ■VARND6x- RFAo NO) FlXLAV ALL td1M ON TM MAVD Iftilfi��,'+,r, REF BC FILLER MDPORTART■� FURKSH THIS WAVW TO ALL CONTRACTORS iNCLIt 24 THE INSTALL= \\\\ ` �0'd Trusses require —treme core In fabrkatl g handling, shipping, Installing and bwcing. Refer to and \ ''� follow the latest edman of BCSt !Bu F Component Safety Tnfornatlon, by TP[ aM SBCA) for safety Q' 'C+Eiv DATE 10/01/14 ffrtkes prior to perfomMg these functions. Installers shall provide tenpw y bme1na per BCSL +�� `� o rated otherwise, top chard shall have properly attached structaal shewn{Hng and bottom N DRWG REPBCFIL1014 shalt have a properly attached rlgId cel lag. Locations shown For pemanent latcrat restrolnt of webs L�R��� shall have anal asi rosins s per BCSI and on the J or Beg, as unless Apply plates to each fate _ of truss and pposition as shown above and on tha Joint Details, urges rotatl otwrwlsa. L Refer to drawhgs 16OA-Z For, standard plate positbro. Alpine, a division of RV Building Components &vLq Inc shall Trot be responsible fw any deviation froA i S A e E OF AN HW%OMP w this drawing any Fall— to bill truss In tconforsance with ANSVTPI 1, w Fw handurg, sNpplg, .0 Installation L brocing of truss.& �v 1 A seal on tlda drowbg w cover page Listing this drowhg, Inicates acceptance of professlonal j 1 anal, s r¢:poh�eugt aol.ty fw the des aha.. Th. sutamny n.d ,s. of wa ra o-g , i, U R ti w fw wry hi r.spons6lity of the A.dtrg B¢slar..r per ANM/TPI 1 See2. �i 133B9 Lakefront Odve For, more InFometicn gee this Job's general notes page oM these web sites, Earlh City,M063D45 ALPINE, wwwAlolnelh.com TPA www.tvllstA SBCIv wwwsbcandustr/Argl ICOwww.!"safearg SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1.00. ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 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 (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00, NOTEi #2 is the minimum lumber grade allowed for all species. NOTEI Add 210# uplift (max.) to reported truss uplift for wall connections. VARNWg�w REAR AND FOLLOW ALL talTM ON TIOS DRAVMG wwDPQiTANTww FUMM no DRAVV6 Ta N1 WMRACTORS INCLUDING INE INSTALLERS Trusses require Ytrane care In fabricating, handting, shlppb& MctnWno and bracing. Refer to and follow the latest edition of HCSI G Iding Conpanent Safety Infornntlon, by TPI and SHCA) for safety Practices prior to perForning these ftmctlons. Installers shall provldo leap br���@ par SCSL 4 g UNess naiad otherwise, top chord chap have properly attach.0 struciurnt shoo g ono Bolton chord No shall have a properly attached NgW ceping Locotbns shown for pernanent lateral restraint of webs Q n �� r� shn0 havw brnUng Installed per above H3. Joint HID, as LabLe. Apiptydot plates to each faceY IILII� IF l� f truss and sitlon ac shoed r1old and on the Joint Detnls, uriecs noted otherwise. It a Refer to dro gs I6Wz for standard plate posltbns. - - --ANFIT"WWNWANT'- s-=drtutng; anyrFtRure Eo 6i7fd'ihe ru—i ss Fo—ANS1/TPI 1, or for h—diing, sNppag, A l� Installatbn L braclnp of trusses. �� .p �l`O` A sent an this drawYpy to cover page Ust4g tWs dras4g, htHcates accaPtonce of professional 4 MB 'M'tB resporu9ostty salNysD 11tY of � HWldng UerJpner per AN 11 I Sect. ho_ V of this drawing � -if�� For arty strueture b re � 1338fl Lakefront Drive For none Inf—lion see this Jays enerol notes page and these web sites f6 ! Earth City. MO 63045 ALPINE, wswatanalt.. — TPT, www.toinct— SECA, ww..sbcw,d,strvaron IM wwwJcccafwarg fn,4l1 V1`O, NAt�tt TOP CHORD NOT TO D 40 PSF PLUS LIVE) DUR, FAC, 1.15/1.25 SPACING 24' REF 2X4 SCAB O.H. DATE 10/01/14 DRWG OHSCB2X41014 f. .. i • i I t i i -- i _ I i I s 12 (2) 16d TOE NAILS O :VARIES OPTIONAL SCISSORS BOTTOM CORD s (2) 16d TOE NAILS 8-0-0 MAX. SPAN TYPICAL END JACK (EJ) i N.T.S. 12 (4) 16d NAILS i VARIES See Connection Detail s 1 .. OPTIONAL WEB CONFIGURATION Jack EJ ed Jack (BJ M m 3J) m EJ G� s CONNECTION DETAIL ltlOJ x (2) 16d GUN NAILS g FOR EACH LOCATION SHOWN TOP & BOTTOM �e�GJ 2x4 SYP Nailer 16" Long 8-0" mm.Top & Bottom use 16d gyp° Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 © VARIES �� (4) 16d NAILS See Connection Detail (4) 16d NAILS ——ee Connection DetailSPAN I—MAXSPA�NS TYPICAL SCISSORS CORNER JACK (CJ) TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. i i s TYPICAL CORNED SET INSTALLATION I ,�a�®� �L pth; IR B•�es TYPICAL LO &DING (P.S.F.) ®+.`��P��� C•E /y 5��2�� a� nte: SHINGUM: TOP LIVE LOAO:I 20 zo b No MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: ; 45 37 FLORIDA REGISTERED ENGINEER STRESS ZINC. 1.25 1.25 = =��/� LICENSE # PE 47182 WIND DESIGN: IAM. t60 MPH PER �� ^ STATE OF , 44r ASCE 7-10 MAX. 24" O.C. ® 0 �` o I s -.A' 4 P,: vie+•, "'WARNING'" Read & Follow all notes on this drawing. �j� Sl ....... R t Furnish this drawing to all Contractors including the installers. A�� Sgo R I dddddB011