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HomeMy WebLinkAboutTRUSSf! ' A SCANNED RANEY COMPONENTS�g�U' ' Untii Cover Sheet aney 19900 Independence Blvd. Order # Groveland, FI 34736 JOB # 36CS00067 0n1r0neNtS, LEC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Printed: Fri, May 11 2018 -Job Information. Address: FOR Name and License Number: 7ustomerName: i Creekside Lot 67 7R Horton 8620 Cobblestone Dr 7escriptfon: City, State, Zip: tEAB Aria "C" Fort Pierce, FL L VG.YI//y ....V,.irl"gowiff. Roof Loads: I Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Llve: TC Dead., BC Live: BC Dead. 20 7 0 10 20 7 0 10 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wfnd Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 21 Total 21 # DESCRIPTION SEQNO # r DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AtA ' 3 A2 4 A3 ' 5 A4 6 A5 7 A6 8 A7 9 A8 10 A8G 11 Bt 12 B2GE 13 Cl GE 14 Mv1 15 MV2 16 EJ7 17 EJ7A 18 BJ5 19 BJ3 20 BJ1 21 CJ7 I I I i Digitally signed by Manuel Martinez /^� ON: c-US, o=IdenTrust ACES Business M I Representative, ou=M AND n u e y'y1 ASSOCIATES P.A., cn=Manuel Martinez, %� �': � q `. P"-A92342.19200300.100.1.1=A01098000 �/�+t77' a Zol$ 11015�225:44-E04'W {� t �,g'��:r L Adobe Acrobat DC version: No �? , ff 2015.006.30417 moo.STATE . 40015A38FF589 808137F4900992E85FS S3s{5 itemhssaateri cleeirrir�jzE�neef'aa5xaatad 65 tlarsu:et rtlarttnea �E#L, tic..�471a2f ccr!?iedaSs shawaatxiv�aratng a5if�d au^�f enrscalka5 czr9rx, ?i3atrad c�ias�ix#m�s iirr�acsasx srm nmtrtirvrmd sm� arad naiad arnd t1s¢,5s3Ae3 ac.4lrenCc+dars�vfa rnsnt �a a�adfl=sl cn a�olectra� �1as. FILE C�Py Page 1 of 1 r Job Number: 36CS00067 Ply: 1 1 SEQN: 667772 / T11 / COMN 4EAB Aria "C" /DR Horton MEAB Aria "C" City: 7 FROM: AH DRW: Truss Label: Al " " Wgt: 224.0 Ibs / ... 05/11/2018 6'4°8 7'10" . 14'4-7, 19'4° 24'3"9 30'10" 32'3° 38'6" 6'4"8 1'S" 6'6"7 4'11"9 - 4'11"9 6'6'7 1'5" 6'4"8 i FsSXS M2X4 =4X6, =3X4 sa3X8 m3X4 =4X6 111:50 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1T 6'2"12 59°4 �2'0"1 5'3°t + 53°1 �2'0"15 5'9"4 6'2"12 12' 14'0"1 19'4" 247°1 26'8" 32'S'4 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 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: Any 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 7" 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) DeflICSI 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): 0.176 N 999 240 B 1606 1692 1936 ! - / 433 / 8.0 Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 / 936 / - ! - / 8.0 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 I Misc Criteria Creep Factor,. 2.0 J Min Brg Width Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.774 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.583 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.924 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver. 17.02.02.1208.15 A - B 27 0 F - G 1786 -1841 B - C 2411 -2955 G - H 1995 -2323 C - D 1968 -2359 H - I 1968 -2360 D - E 1995 - 2322 I - J 2411 - 2956 E- F 1786 -1841 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. • inofir, B - R 2583 -1933 O - N 2009 -1335 I R- Q 2580 -1934 N- M 2581 -1924 ' .vsoa Q - P 2580 -1934 M - L 2581 -1924 rx� �ip P - O 2008 -1319 L - J 2584 -1924 s 72 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. + R - C 278 - 5 O - G 790 - 756 C - P 688 -603 G - N 460 -267 P - E 460 - 267 N - I 688 -603 ATE E-O 790 -755 I-L 278 -6 F-O 1371 -1230 40 015A38 FF 56 8180 BB 7F48 00 99 2E 85 FB Thu itatrclraa.3amektai c .g: res3maw2fadby 65 w'd MartI4",, PE(R. uc.047F924 on no d2to sthowa above WOO a V,4.1 �tlscisGcaSess�r. Bade �rct e a at�rs sate f a94;ntd, d—led and tiv SKA4 akAraU=,&mcode mmk be *e ifbd mwyd"trank Dios: "WARNING" READ AND FOLLOW ALL "IMPORTANT"" FURNISH THIS DRAWING TO ALL C a division of i w 1,.or for n acceptance any structure ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary ihed structural sheathing and bottom chord shall have a propef!y s shall have bracing installed per BCSI sections B3, B7 or 10, ,ve and on the. Joint Details, ,unless noted otherwise. (2efer to failure to build the g or cover page in. The suitability this 0 Job Number: 36CS00067 Ply: 1 SEQN: 667774 / T22 / COMN 4EAB Aria "C" /DR Horton ME4B Aria "C" * ")` Qty: 2 FROM: AH DRW: Truss Label: A1A Wgt: 260.4 Ibs .. / ... 05/1112018 I Y"5'12 24'Y6 � 14'4"8 17�10'4 ,I 21'1" 30'1"80' 323' N. 6'6"14 3'5"12 1'9"1 6'6 1'S" 6'4"8 ®2X4 e4X6 ®5X10 MX4 167X4 -SX10 -, X6 623(4 SEAT PLATE REQ. SEAT PLATE REQ. 1' 6'2°13 5'9°3 2'2"12 3'9"4 3' 35°4 2'2°12 5'9°4 6'212 1' f• 6'2'13 12' i i42 18' 21' 24' 44 26'8' 32'S°4 38'8' Loading Criteria (psf) Wind Criteria Snow Criiteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U ! Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 1691 1935 I - / 433 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.515 Q 999 180 L 1523 / 691 / 935 / - / - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C i HORZ(TL): 0.179 N - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8 NC13CLL: 10.00 P Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.770 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.598 Spacing: 24.0 " C&C Dist a: 3.87 it Rep Factors Used: Yes Max Web CSI: 0.932 Loc. from endwall: Any 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 G - H 2309 -2307 Lumber B - C 2406 -2779 H -1 2270 -2394 C - D 1960 -2167 I - J 1988 -2131 Top chord 2x4 SP #1 D - E 1988 -2130 J - K 1961 -2168 Bot chord 2x4 SP #1 E - F 2231 -2343 K - L 2406 -2TT9 Webs 2x4 SP #3 i F- G 2261 - 2247 L- M 27 0 Bracing (a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% leng!h of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better,>1j� attached with 8d Box or Gun (0.113"x2.5",min.)nails + B - W 2427 -1929 R - P 12 -10 @ 6" oc. r�. W - V 2424 -1929 P - O 2424 -1924 ��� sae V - U 2424 -1929 O - N 2424 -1924 Wind eta - U-T 11 -9 N-L 2427 -1924 Member design based on both MWFRS and C&C. ! sy S - Q 1848 -1125 No 2 ' C w Maximum Web Forces Per Ply (Ibs) I WX Webs Tens.Comp. Webs Tens. Comp_ W- C 282 -6 G- Q 941 -1008 "T C-U 688 -618 Q-R 10 -1 ,p, apt U-E 541 -729 Q-H 165 -18 U - S 2156 -1531 Q - 1 508 - 245 E-S 282 -13 Q-P 2218 -1594 . 3-T 1 -1622 -1 P K 688 617 RIAL S-G 908 -988 K-N 282 -6 40 01 SA38 FF 56 $1 BO BB 7F48 00 99 2E &5 FB This itamhsx elet3am aq>. rod aro=,alaj tR 4.Sa iMartinez aOL.ul:,.6.47IH21 oar the daleslarwe ab= trin8 a V.A° 3 "endcaum=de. Fruited cgai�cdIhil do azc,t are 0&tCrAidvad ssraaf auad;eaiad oral tlx:-A,. ssRheotkatsmcode mt=t tia dfizi ca aaydedranh ,Inn *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted othenvise,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 63, B7 or 81D, as applicable. Apply plates to each face of truss and position as shown above and on the Join[ Details, unless noted otherwise. f2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSUI 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 professiona engineering responsibility solely for the design shown. The suitability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this JoVs general notes page and these web sites: ALPINE: wwwA ineitw.com; TPI: www. insta ; SBCA: www.sbdndu .com; ICC: www.iccsafe.org r ITruss LAjia atrelC"A/2DR Horton MEAB Aria "C" . I I Wgt 224.0 Ibs I FROM: AH 768 / T7 /SPEC I DRW; 05/11l2018 I i 6'9 9 4"8 T10° 19' 24'3°9 30'°7 32'3 3 14'4 r 6'4°8 6'S"14 h 47"14 1164 ®4X6 -a M ®3X8 - X4 a4X6 it X4 SEAT PLATE REQ. 1' 6'2"12 5'9"4 6'212 } 12' 38'8" 2'0"15, 10'6"2 2'0"1 �14'0"1F6 247"1 + 26'8° SEAT PLATE REQ. 59"4 6'2"12 1' 32'5"4 + 38'8" 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 too Udefi U# Loc R / U / Rw [Rh J RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 1684 1934 / - / 427 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA , Cs: NA VERT(TL): 0.454 N 999 180 J 1606 1684 / 934 / - /- 18.0 BCDL: 10.00 Risk Category: If 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 CreepFactor. 2.0 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: 0.773 Bearings B & J are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:', 2014 Max BC CSI: 0.583 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.931 Loc. from endwall: Any 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 1751 -1841 Lumber B - C 2378 -2955 G - H 1962 -2321 C - D 1935 -2359 H - 1 1935 -2360 Top chord 2x4 SP #1 D - E 1962 -2320 1- J 2379 -2956 Bat chord 2x4 SP #1 Webs 2x4SP#3 I E-F 1751 -1841 J-K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 " 17" reinforcement. 80% length of B - R 2583 -1903 O - N 2009 -1312 web member. Same species & SRB grade or better,1 R - Q 2580 -1903 N - M 2561 -1901 attached with ed Box or Gun (0.113"x2.5",min.)nails X' 6" oc. 1 �x Q - P 2580 -1903 M - L 2581 -1901 Loadingv'6 P - O 2008 -1297 L - J 2564 -1900 e . Truss passed check for 20 psf additional bottom 7 Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-high x 24"-wide Webs Tens.Comp. Webs Tens. Comp. clearance. w. R-C 278 -5 O-G 8W -755 Wind C - P 689 -603 G - N 460 -267 Member design based on both MWFRS and C&C. is - P - E 460 -267 N - 1 E O 803 754 I L 689 -603 276 6 a - - - O - F 1370 -1239 - 40 015A88 FF 5B 81_ B0 8B 7F49 00 99 2E85 FB i5is ltemc hastann cladamsjsrmd aaa2scealccitry vs1 klartbGes 'A(R. U,,rA7PS21 on0todaWshowmatxa ua.$ag�5HA"8 srnacat3ciscm�z< tad cc�tas�ixt3a doervvyaiam notcs�idoraa sfdncdaztd ssaiad a dthe MARasAhs allcacedeMa ttKWAf&dMacyd"Mr&. MRS. `*WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryY r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, le. Apptq 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 failure to build the g or cover page in. The suitability any Job Number: 36CS00067 Ply: 1 I SEQN: 667766 / T6 I HIPS 4EAB Aria "C" /DR Horton /4EAB Ada "C" Qty: 2 FROM: AH DRW: Truss Label: A3 Wgt: 247.8 Ibs .. / ... 05/11/2018 6'4"9 T10"9 14'4"8 17' 21'8" 24'3"8 30'9"7 1 32'3"i7 38'8" i r B-4"9 +1'6" 6'S"15 '{' 2'7"B+ 4.8• 2_r 1 B'S'15 6" 6'4"9 v5X8 --5X6 F G 012X4 s 4X6 =3X4 m3X4 m3X8 �3X4 �4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38 8" 1' 6'2"13 5'9"3 2'1" 2'11" 4'6"4 3'0"12 2'1" 5'9"3 62"13 1' 62"13 + 12' + 14'1"i 1T + 21'6"4 247 ze6"� 32'S"3 r 38'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Stdt ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 It Loc. from endwall: Any 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. 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 C►lteria (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 Pf: NA Ce: NA VERT(LL): 0.162 R 999 240 B 1566 / 695 / 940 I - / 385 18.0 Lu: NA Cs: NA VERT(TL): 0.432 R 999 180 K 1563 / 695 / 940 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.069 M - - Wind reactions based on MWFRS HORZ(fL): 0.126 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 K . Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.773 Bearings B & K are a rigid surface, TPI Std:'! 2014 Max BC CSI: 0.561 Bearings B & K require a seat plate. Rep. Factors Used: Yes Max Web CSI: 0.948FT/R 10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate y.pe(s Plate Type(s): ' Chords Tens.Comp. Chords Tens. Comp. WAVE 1 1 VIEW Ver: 17.02.02.1208.15 11 A- B 27 0 G - H 1907 -1945 B - C 2360 -2874 H - I 1943 -2219 C - D 1916 -2266 I-J 1916 -2258 D - E 1943 - 2227 J - K 2361 - 2866 E- F 1920 -1966 K- L 27 0 F - G 1742 -1692 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-T 2511 -1918 P-0 1919 -1330 T - S 2508 -1918 O - N 2501 -1934 aase� At S - R 2508 -1918 N - M 2501 -1934 6 � 114 R - Q 1927 -1314 M - K 2504 -1934 : ; � Q - P 1697 -1028 No 047182 " Maximum Web Forces Per Ply (Ibs) i Webs Tens.Comp. Webs Tens. Comp. 10 xfir T-C 281 -5 P-G 707 -721 STAGE C-R 691 -616 P-H 810 -651 r a# R - E 433 -267 H - O 430 -263 Wad E - Q 818 - 656 O - J 692 - 617 F-Q 732 -761 J-M 281 -5 %_id%aiss.A ':ffi F-P 213 -208 40 015A 38 FF 55 8180 BB 7F 49 00 99 2E 95 FB a9s3x iCej:tiA32 besre cicdcmY£rx,'yvEgttndaaa9 sx^alcd 5Y k7sxmve9 Mart}nca, �(FL.Uc:xBTti<2l ont3,acFaacgfu°rwn atm�asknga5Fi�3 endcaravle. xFibud uTisafthh drr_csae A=z NO tra ti&asd *nddmd =126 srd ibc:a aentica43cessaDe nszt LcarsrH'd�-ese ztdttitiarlc dies_ , —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propetly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 810, e._ Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to a division of iri i,orrorr acceptance any structure ml —t— n —, failure to build the g or cover page in. The suitability Job Number: 36CS00067 Ply: 1 1 SEQN: 667770 / T5 / HIPS 4EAB Aria "C" /DR Horton MEAB Aria "C" City: 2 FROM: AH DRW: Truss Label: A4 Wgt: 259.0 Ibs .. / ... 05/11/2018 r 6'4"9 15 } 194° } 238° 309`1 1 2'3'� . 38'8" 6'4°9 1'6° T1"7 j 4-4" 4'4° 27"8 4'5"15 1'6" 6'4"8 H4XE 3:3 102X4 =4X6' m3X4-3U4 =3X8 =3X4 -=5X6 lfl X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 59 4'4" 4'4" 3' 5'9"4 L 6'2"12 1' 6'2"13 12' 23'8" + 26-8" 32'S'4 r 38'8" 1Y 15 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA I Ct: NA CAT: NA PP Deflection in loc Udefi U# TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.154 S 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.422 S 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 N - - Des Ld: 37.00 EXP: C HORZ(TL): 0.120 N - - 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: 0.890 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.578 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.956 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE , 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 , Wind Member design based on both MWFRS and C&C. 4 2: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1523 / 697 / 938 / - / 345 / 8.0 L 1523 /697 /938 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1848 -1853 B - C 2340 -2781 H - 1 1979 -2009 C - D 1906 -2171 I - J 2050 -2248 D - E 1933 - 2132 J - K 2031 - 2287 E - F 2248 -2082 K -L 2304 -2751 F- G 1848 -1853 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - U 2428 -1934 Q - P 1755 -1191 U - T 2425 -1934 P - O 1964 -1459 T - S 2425 -1934 O - N 2393 -1906 S - R 1842 -1298 N - L 2396 -19W R - Q 1768 -1189 a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ WO W . STATE OF U - C C-S 279 -4 694 Q - H P-1 256 673 -214 a -618 -526 + re S - E 460 - 216 H - P 547 - 620 Aso E - R F-R 1130 -774 797-1190 1-0 O-K 353 549 -265 -476 ON F- Q 256 -190 K- N 237 - 8 .hw_.......,., G - Q 228 -234 - 4001 SA38 FF 58 81. 80 BB W48 00 992E 85 F8 M iICPSAxs�bcetsmd9=ledby 1,11r e1 Marttnc,4 -£ (Et., tit.C48EF>2(cvitf��L�mte 51�a�rars alxira g a 5ii;��1 xa33snnCua:�is s+s9e- i meted cepta rA dv donymavawa ant =iAdtadd:4nu .=d s. hd ar»d tf sxa.3 acetlient s twd¢mrei a tfsed.momydecImWz Sias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING1 "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI anf7'SBCA) tot safety practices prior to performing these functions. Installers shall provide tempos BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AppTy plates to each.face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be jesponsible 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 protessionat engineering responsibility solely for the design shown. The suitability ie of this drawingB for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. f I Job Number: 36CS00067 Ply: 1 SEQN: 667757 / T4 / HIPS 4EAB Aria "C" /DR Horton MEAB Aria "C" " City: 2 FROM: AH DRW: Truss Label: A5 Wgt: 212.8 Ibs .. / ... 05/11/2018 6'4"9 13' 19'4" 25'8" 32'3"7 38'8" 6'4"9 + 6'7"7 + 6'4" ;:,6'4" + 67"7 + 64"9 ,-5X8' 1112X4 P-15XS D E F 192X4=3X4'3X6 =3X8=3X6=3X4 1112X4 I SEAT PLATE REQ. SEAT PLATE REQ. 38'8" I 1' 6'2"13 6'9"3 1; 5'4" 5'4" 1' 69"3 6'2"13 1' 6'2"13 13 14 19'4" 24'B" 25' " 32'S"3 3818" ' I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 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 TCDL: 7.00 Speed: 160 mph Pf. NA ! Ce: NA VERT(LL): 0.182 E 999 240 B 1616 1699 / 931 / - / 304 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA I Cs: NA VERT(TL): 0.467 E 999 180 H 1616 1699 / 931 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.131 J - - B Min Br Width Re 1.9 NCBCLL: 10.00 P Des Ld: 37.00 Mean Height: 15.00 ft � )� 9 q 9 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.9 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.718 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:. 2014 Max BC CSI: 0.576 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.555 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 2012 -2366 Lumber B - C 2330 -2952 F - G 19M -2452 Top chord 2x4 SP #1 C - D 1980 -2451 G - H 2330 -2953 Bot chord 2x4 SP #1 D - E 2012 -2366 H -1 27 0 Webs 2x4 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. Truss passed check for 20 psf additional bottom B - P 2576 -1921 M - L 2118 -1370 chord live load in areas with 42"-high x 24"-wide ! clearance. �rJ(tj(lkil It P - O 2573 -1922 L - K 2118 -1370 O - N 2118 -1354 K - J 2574 -1938 Wind �� #tom N-M 2118 -1354 J-H 2577 -1937 Member design based on both MWFRS and C&C. - Maximum Web Forces Per Ply (Ibs) +a' ' Webs Tens.Comp. Webs Tens. Comp. s ' P - C 247 -4 M - F 355 -295 C - O 629 - 505 K - G 629 - 505 D - O 437 -281 F - K 437 -281 D - M 356 -295 G - J 247 -6 TAT:. OF aJ E - M 302 -344 *gym . ."o.. . F 40 015A38 FF 5B BI BO BB 7€ 49 00 99 2E &5'FB �<1� lsan2aaffiacsaelattruaia�.yxad�ss �aiadby +Aasaac9 Martines; 2s ESL• trek04nuj an the &L town aiman udng a sKr.L aa�enteca�x,c�da. =the rewtbe vzd1 don urtrdeaterk ca�las_ —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, handlingshiigping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) r sa ty practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached ric]id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10, as applicable. Apply places to each face of truss and position as shown above and on the JoinCDetails, 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 drawing indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability and use of this 9rawing for any structure is the responsibility of the 6uiiding Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00067 I Ply: 1 SEQN: 667755 / T3 / HIPS 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 2 FROM: AH DRW: Truss Label: A6 Wgt: 217.0 Ibs / ... 0511112018 I 21 64"9 166"l +19315� "1"13 { '3i +3'°9 I 7 66-4 476944I io5X8 ! 112X4 =3X4=3X6112X4 M O_ rn =4XG 112X4 =3X4 =YX6 -3X8 =3X8 -3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 1 !19"3 3 1 2'6"1 5'712 2'6"3 3' 4'9"3 6'2"13 1' 6'2"13 11' + 14' ,166"1 22'1"13 + 24'8"+ 27'8" + 32'5"3 + 38'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NAI Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA' Ce: NA VERT(LL): 0.178 F 999 240 B 1523 / 701 1918 / - / 263 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 K 1523 1701 1918 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.124 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Code / Misc Criteria Creep Factor. 2.0 K Min Br Width Re = 1.8 9 q Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.551 Bearings B & K are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std' 2014 Max BC CSI: 0.449 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.537 Loc. from endwall: Any 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 G - H 2217 -2472 Lumber B - C 2310 -2734 H - 1 2217 -2472 Top chord 2x4 SP #1 C - D 2086 -2360 I - J 2086 -2360 Bot chord 2x4 SP 91 D - E 2217 -2472 J - K 2310 -2734 Webs 2x4 SP #3 E - F 2217 -2472 K - L 27 0 F - G 2217 -2472 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2377 -1894 P - O T-S 2375 -1895 O-N 2058 -1489 205E -1489 °yak S - R 2058 -1473 N - M 2374 -1911 e R - Q 2058 -1473 M - K 2377 -1910 Q - P 2493 -1725 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ Sf T-C 202 -8 F-P C S 510 384 H P 100 -91 257 264 - - - D S 365 297 P 1 - 588 483 'K. - - - - D Q 588 I N - 365 - -483 - -297 41 4 E - Q 256 -264 N - J Q-F 100 -92 J-M 510 -383 202 -10 40 01 SAi38 FF 5B 8180 BB 7F48 00 99.2E 85 FB *Wlamhmtecn ekdsm x?mad ZOO Itd by Pr7a Amartl=' k's OL. Lk.04'ws on the daa¢gtawn attest wAnga saga aadiendc��sa�ad�. rftwudcoptnaittlida-usentmnot =d&yeds '=dmind and the �"�;A.:2 aFsant3catiexscadc muse Ses3fa:.{.eas ae}rstactror,;c rarylos_ —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly did ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, Ile. ADDV plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of any Lis drawing,any failure to build the on this drawing or cover page. re design shown. The suitability a 1 I Job Number: 36CS00067 Ply: 1 SEQN: 667753 / T2 / HIPS 4EAB Aria "C" /DR Horton MEAB Ada "C" Qty: 2 FROM: AH DRW: Truss Label: A7 Wgt: 218.4 Ibs / ... 05/11/2018 24'4"4 ' f -r "2 } 28''t34"q 2"8 38 9'"64"8 27543"12 43812 r848 " , 25X8 =3X4 1112X4 m4X6 e3X4 D E F G H �cvol 11 6 g3X4C T J�3X4 � O =4X6(A2) B 3°3 A ���Km4X6(A2)L � C-71`1 U T S R Q P O N M 1112X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" �1 + 6 2"12 h 2 94 FL 5'3"12 53"12 2'0"4 2'9"4 + 6'2"12 1 6'212 9' 12' Z 04 19'4" 24'7"12 26'8" 3 32'5"4 3818" 140 4 9V 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 Pf: NA Ce: NA VERT(LL): 0.226 F 999 240 B 1523 / 703 / 900 / - / 222 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.619 F 999 180 K 1523 / 703 / 900 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Cree P Factor. 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.551 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:, 2014 Max BC CSI: 0.468 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a Rep Factors Used: Yes Max Web CSI: 0.582 dwa It FT/RT:210(0)/10(0) Mfg Specified Camber: Loc. from l: Any GCpi: i: 0.1.18 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 G - H 2581 -3077 Lumber B - C 2295 -2726 H - 1 2452 -2841 C - D 2205 -2485 I - J 2205 -2485 Top chord 2x4 SP #1 D - E 2452 -2841 J - K 2295 -2726 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 2581 -3077 K - L 27 0 F - G 2581 - 3077 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. .04 B - U 2368 -1874 Q - P 2872 -2051 U - T 2366 -1874 P - O 2188 -1602 T - S 2188 -1586 O - N 2188 -1602 tea" S - R 2188 71586 N - M 2366 -1890 R - Q 2872 -2035 M - K 2368 -1890 No 047102- It �w Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a � U - C 163 -12 Q - H 276 - 243 >.STATE. 'OF C - T 448 -276 H - P 459 -487 D - T 303 - 354 P -1 881 - 684 P D - R 881 - 683 N - J 448 -276 R - E 459 -487 I - N 304 -354 E - Q 276 -243 J - M 163 -14 si"ems. _vet,. F-Q 258 -266 40 015A 38 FF 53 8180 BB 7F 48 00 99 2E 85 F€1 ThUltemfi=bsmetettmazfica:+.,ra madanda IadbyidasxzelMaritw Qrt. t�.a�ala�# oo t3ixd�a ahssw;c alraw� cr�laga srsxa 1i31iS61:i7$t:r C. tndc ofcfd's dccu-mumv mot ana& and si Sand mmiad m.dthe SiMAIasfdwent;caa aemdeenvtba*mifaedcn my dectmnk I "'WARNING— READ AND FOLLOW ALL! NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices pdor to performing these functions. Installers shall provide temporarryy bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attachedgid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components 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, shipping, installation and bracing of trusseS.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 ANSIrrP11 Sec.2. For more information see this 'ob's eneral notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpirtst.org; SBCA wwwsbdndustry.com; IM www.icesafe.org G T I V Job Number: 36CS00067 Ply: 1 SEQN: 6677511 T19 / HIPS 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 211.4 Ibs / ... 05111/2018 I 77' +-4T19'4" } + 2+ 3+ 388" 56912 2561"12 16T2 I =6X6 104X4 =5X6 =6X8 =6X6 12 C—avar••t D TC2 E F G TC3 H Q P- O N M R IL K i 1 r 012X4 E5X6=1­10308 =6X12 =H0308=5X6 1112X4 10(83) SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 264" 124" 610"4 19"1 54"+19°1 5�I 610"4 +1� 6'10"4 12'2"4 14' 19'4" 24'8" 26'5"11 31'9"12 38'8" ( I 0 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSl 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): 0.154 D 999 240 B 1764 / 813 / - 1- 1- / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA : Cs: NA VERT(TL): 0.428 D 999 180 R 4125 / 1842 / - / - ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.044 N - - 1 228 / 128 / - / - / - / 8.0 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.083 N - - Wind reactions based on MWFRS Height: 15.00 ft 9 NCBCLL: 0.00 Code / Misc Criteria Cree Factor. 2.0 P B Min Brg Width Req = 2.1 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.764 R Min Brg Width Req = 4.9 Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.875 1 Min Brg Width Req = 1.5 Bearings B, R, & I are a rigid surface. g Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0.729 Bearings B, R, & I require a seat plate. Loc. from endwall: NA 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, HS VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: A - B 27 -20 F - G 878 -1948 Bot chord 2x4 SP #1 B - C 1494 -3272 G - H 1884 -837 Webs 2x4 SP #3 :W4 2x4 SP 91: C - D 1505 -3364 H - 1 256 -151 D - E 878 -1948 I - J 27 -20 Bracing E - F 878-1948 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB or better, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ grade 8d Box Gun attached with or (0.113"x2.5",min.)nails 6" cc. f qr r► aw g _ Q 2857 -1281 N - M Q P 2832 M L 713 -1657 713 Plating Notes v , ` - -1276 - P - O 3367 -1527 L - K -1657 90 -191 (••) 1 plate(s) require special positioning. Refer to ae O - N 3367 -1527 K - 1 84 -163 scaled plate plot details for special positioning , requirements. iV Maximum Web Forces Per Ply (Ibs) VA w Webs Tens.Comp. Webs Comp - Tens. Comp_ Loading 9 . rcZ #1 hi supports 7-0-0 jacks with no webs. P PP 1 4, STATE F Q - C 611 -117 N - G C- P 639 -275 G- L 4041 -1783 1476 -2694 P-D 286 L-H 900 Wind x -62 -2042 Wind loads and reactions based on MWFRS. �s� 4 - E _ N 772288 -1590 H - K 666 -147 40 01 SA38 i F 50 8180 BB 7F48 00 99 2E ES FB Vkitem km bs atedm ka,4 nad and saaladby tR» lMarkin", PE VL. Lk.%47is2.f cm the data awwa abanr tring asRA•i ent�atzm�z. r. a�tad r��rcTa's dofcaasset nor crra"tdfand %danil sraiad aas6 tl s3R.a axA.hastt4ta bs o n-t ba vmiled raeamcVd"trank sa�ias. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bV TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�hertiise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly )iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to a division of ITW Building Components Group Inc. shall not be'responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability re of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. Job Number: 36CS00067 Ply: 1 SEQN: 6677821 T23 / SPEC 4EAS Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: RS DRW. Truss Label: A8G Wgt: 208.6 Ibs .. / ... 05111/2018 16'6"5 l T 2~10"11� 11'10"15 1 21' i 26'4" 29' 33'6'12 7 '}r 4'10•15 2,8" 4,6"12 I m5X6 �5X8 m4X4 m3X6 =5X6 T T 12 C D E F G - H 1 8 J Im � =4X6(A2)B K=3L6(A1) 133 A T P=6X8 �3X4("")3 U14X4(R) U ON 3X6 EaX8 SEAT PLATE REQ. SEAT PI,A'IERIQLAIEMq ATE REQ. SEAT PLATE REQ. 21' 77flfliCC__ 4'4" 12'8" 12 13 + 1 h1 T 71"12 + 1174 18 2 21'3 28'2"4-�26'8' 2 4 r 38 8" 9, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# TCDL: 7.00 Speed: 160 mph Pf. NA I Ce: NA VERT(LL): 0.083 S 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.242 S 999 180 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.031 P - - EXP: C )- 0.058 P HORZ(TL Des Ld: 37.00 - Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.659 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.614 Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.984 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE ! I VIEW Ver: 17.02.02.1208.15 Lumber Platind Notes Top chord 2x4 SP #1 All plates are 2X4 except as noted. Bot chord 2x4 SP #1 (*") 1 plate(s) require special positioning. Refer to Webs 2x4 SP #3 scaled 'plate plot details for special positioning Bracing requirements. (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member- Same species & SRB grade or better, j attached with 8d Box or Gun (0.113"x2.5",min.)nails, @6"or-. tP. Special Loads - --(Lumber Dur.Fac =1.25/ Plate Dur.Fac =1.25) TC: From 56 plf at -1.00 to 56 plf at 7.00 TC: From 28 plf at 7.00 to 28 pit at 19.06 TC: From 56 pit at 19.06 to 56 pit- at 39.67 BC: From 4 pit at -1.00 to 4 pit at 0.00 BC: From 20 pit at 0.00 to 20 plf at 7.03 BC: From 10 plf at 7.03 to 10 pit at 19.06 BC: From 20 plf at 19.06 to 20 plf at 38.67 BC: From 4 plf at 38.67 to 4 pif at 39.67 TC: 200 lb Conc. Load at 7.03 TC: 171 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06 TC: 174 lb Conc. Load at 19.06 BC: 513 lb Conc. Load at 7.03 BC: 127lb Conc. Load at 9.06,11.06,13.06,15.06 17.06,19.06 Wind Wind loads and reactions based on MWFRS. No 047182 STATE O 40 01 rA38 FF 5B 8180 BB 7€ 48 CO 99 2E 85 FB stairteamksa7�ccn¢IactYxtcx js edaa5waladbyrAa=lrmtartk"' PE M. Lk.047193tcaatom t ste g aSHA,z hanC:raticas; z�Sr� I Fxtatudcvpamsaftfhdrrcxat A= mot cotd6srcdsiVwd=d=W and bar dfbdM=VdCdMnk- cn4m. ♦ Maximum Reactions (Ibs), or *=PLF Loc R /U IRw /Rh 1RL /W B 1506 l736 /- !- /- l8.0 P 3051 /1518 !- /- /- /8.0 P* 24 /2 /12 /- /- 152.0 U 273 1171 /- !- /- /8.0 K 381 1169 1- !- I- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 P Min Brg Width Req = 3.6 P Min Brg Width Req = - U Min Brg Width Req = 1.5 K Min Brg Width Req = 1.5 Bearings B, P, P, U, & K are a rigid surface. Bearings B, P, P, U, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 27 -20 G-H 1458 -742 B - C 1308 - 2673 H - 1 218 -164 C - D 1065 - 2220 I - J 220 -176 D - E 452 -1011 J - K 159 - 303 E-F 452 -1011 K-L 27 -20 F - G 1458 - 742 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords Tens. Comp. B-T 2317 -1110 P-0 657 -1168 T - S 2345 -1116 O - N 323 - 576 S - R 2184 -1059 N - M 323 -576 R-Q 2184 -1059 M-K 272 -101 Q - P 904 - 411 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp C - T 687 -155 G - P 320 -409 C - S 65 -174 P - H 497 -1063 S - D 435 - 70 O - H 167 - 288 O - Q 785 -1539 H - M 787 -360 Q-F 1329 -512 M-J 238 -351 F - P 1473 -2965 I - M 259 -275 *"WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and SBCA) f-or safety practices prior to performing these functions. Installers shall provide tempos BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly ojid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, i e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of irf 1,ortor n acceptance any structure its drawing any failure to build the on this drawing or cover page_ _ to design shown. The suitability Job Number: 36CS00067 Ply: 1 SEQN: 667777 / T18 / COMN 4EAB Aria "C" /DR Horton MEAB Aria "C" 1 City: 3 FROM. AH DRW. Truss Label: B1 Wgt: 93.8 Ibs / _.. 05/1112018 I 6'4"8 j 9'8" 12'11"8 18' i f 6'4"8 3'3"8 h 3'3"8 + 5'0"8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " D=5X6 113X10(E5) T T SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 12'8" 5'4" 1, 6'2"12 4 2'4" 1'1"4 4'1012 6'2"12 9'8" 12' 13'1" 18' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 43 :Rt Slider 2x8 SP #1: BLOCK LENGTH = 1.500' Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA I Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std 1 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.036 F 999 240 VERT(TL): 0.046 F 999 180 HORZ(LL): 0.022 F HORZ(fL): 0.024 F - Creep Factor., 2.0 Max TC CSI: 0.395 Max BC CSI: 0.292 Max Web CSI: 0A80 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 618 1296 / 379 1- / �194 18.0 1 438 1153 / 300 10 / 0 / 8.0 L 366 1195 / 233 /- /- / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 1 Min Brg Width Req = 1.5 L Min Brg Width Req = 1.5 Bearings B, I, & L are a rigid surface. Bearings B, I, & L require a seat plate_ Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 686 - 447 B - C 818 - 807 E - F 605 - 378 C-D 648 -454 F-G 617 -418 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-K 661 -658 I-H 619 -813 K - J 658 - 657 H - G 303 - 400 J - 1 309 -406 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. low K - C 234 -44 J - E 227 -136 ow AA C - J 495 -420 E - H 330 - 309 " D - J 226 - 393 STATE 40 01 SA 38'FF 5B 81 S0 BB 7F48 00 99 2E 85 FB %UIiervltai bm ek fined-=J axaird by LbiA rMariinsr, PE(la., ttc.c ts821 an th�siaxa starwa aCnxa unfngasNTw3 sokientdcatt�nfa. wbted tr dtfis doamzaam notmniliaad Ware$vubd and Maey€Mtrmrk mz9es. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire 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) foi safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy pates 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 ITW Buildin�tL�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 pro essiona engineering responsibility solely for the design shown. The suitability le of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this iob's general notes Daoe and these web sites, ALPINE: tt".aloineihv.com: TPI: www.toinstoro: SBCA www.sbc!ndusW.com: ICC: www1cesafe I I r Job Number: 36CS00067 Ply: 1 SEQN: 667733 / T171 GABL 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW. Truss Label: 132GE Wgt: 119.0 Ibs .. / ... 05/11/2018 iV T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 �— 1'8" # 1'4" -{ MP) Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ Va" I 'i 19'4" 9'e" V8" '=2X4(A1) 19'4" 19'4" i 19'4' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.023 S 999 240 B` 91 / 39 / 53 /- / 16 / 156 Lu: NA Cs: NA VERT(TL): 0.052 S 999 180 P• 168 191 1 121 1- /- 124.0 Snow Duration: NA HORZ(LL): 0.016 M - - Wind reactions based on MWFRS HORZ(TL): 0.020 M - - B Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 P Min Brg Width Req = - Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Bearings B & Q are a rigid surface. TPI Stdi 2014 Max BC CSI: 0.130 Rep Factors Used: Yes Max Web CSI: 0.106 Maximum Top Chord Forces Per Ply (Ibs) FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 1-1 384 -85 WAVE VIEW Ver: 17.02.02.1208.15 B - C 169 -190 J - K 341 -108 C -D 169 -171 K-L 233 -56 D - E 205 -151 L - M 203 -76 E - F 252 -131 M - N 177 -99 F-G 300 -110 N-O 141 -121 G - H 351 - 89 O - P 37 - 80 H -1 401 -87 a 40 015AM FF 515 8180 8B 7,F 48 00 99 2E 85 FB Thu Itemlmt nclersMIk2w Mped and waiad by MUAMl marten :�€Ft. Sfr.�Ci-EPt2f oereAc daaa sriawa e6n� rttRng a 53tA 8 aSi3tiCACKat�tYGbde. Ptaated cp ofV% decazaAntaac mot cunsi&red s4,mad;md scalad =Y the FRA«3.ZLOnntiAt'coi Suede RL.tbad ,I(W masydectmk- =Ples. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AC 194 -182 W - V 65 -22 AC -AB 196 -183 V - U 64 - 22 AB -AA 197 -185 U - T 64 -21 AA- Z 198 -185 T - S 64 -21 Z-Y 198 -186 S-R 65 -21 Y-X 199 -186 R-Q 66 -21 X-W 199 -187 Q-P 79 -14 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C-AC 112 -55 V-J 145 -28 D -AB 107 - 75 U - K 282 -198 E -AA 99 - 73 T - L 70 - 31 F - Z 100 -73 S - M 66 -25 G-Y 154 -74 R-N 86 -27 H - X 187 - 82 Q - O 323 -189 I - W 40 - 242 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each faceof truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to BOA-Z for standard plate positions. a division of ivi 1,or Torn acceptance any structure failure to build the g or cover page, rn. The suitability I . t E=4X4 IJob Number. 36CS00067 Ply: SEQN: Truss Labe": C1G Horton /4EAB Aria "C" I Wgt 143.41bs I FROM: AH 734 / T9 / GABL I DRW % 05/1112018 I 4'2" 84" 4'2" 4'2" f --1'8" —+— 1'4" i (TMP) 2X4(A1) B SEAT PLATE REQ. SEAT PLATE REQ. 8'4" T O_ N 1 1 } 8,4 B'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr In PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: 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): -0.018 K 999 240 B 375 / 173 / 251 / - / 118 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 M 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 Des Ld: 37.00 EXP: CMean 0.009 D - - B Min Big Width Req = 1.5 NCBCLL: 10.00 Height: 15.00 It TCDL: 4.2 psf Code Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.227 Bearings B & H area rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.123 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.058 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp_ Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 573 -349 Lumber B - C 499 -386 F - G 531 -368 Top chord 2x4 SP 41 C - D 530 - 368 G - H 500 -386 Bot chord 2x4 SP #1 D - E 573 -349 H -1 27 0 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. B - N 316 -282 L- K 313 -272 Wind Member design based both MWFRS C&C. M - LM 313 -272 J - H 316 -285 on and ,p Additional Notes x - Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Camp. See DWGS A16015ENC101014 & GBLLETIN1014 for p,r �, + � .. ,�r gable wind bracing and other requirements.0. 4.7i C - N 91 -15 K - F 148 -36 D-M 148 -36 J-G 91 -15 E - L 152 - 237 ar STATE Of 40 015A.38FF 53 8180 8B 7F48 00 99 2E &5 FB MIcllemTrax bcetf cladz¢tdCa }sb5atad x�sd :mafad by r rAM WdIMar, M V t.. tit.;;4n22.(tM dtadate Shaun ataaivmas a 5)4&•3 �stltcrtacatle�s zr€!a. tads ia3:c3 sdavr^crsiarmnotrana7d ad$*WdMnndsalad aori aka ee^ .• ay ¢nCza*i ecxle mcsCl3mvai dM ydce tsar caylai. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlI shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide tempos per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, icable. Apply plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. this drawing, indicates acceptance of �rofessrona7 engineering responsibility solely for the design shown. The suitabrhty I ! a Job Number: 36CS00067 Ply: 1 SEQN: 667735 / T20 / VAL 4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 1 FROM: AH DRW'. Truss Label: MV1 Wgt 16.8 Ibs / ... 05/11/2018 R =@M 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: If 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 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Right end vertical exposed to wind pressure. Deflection meets 1-1240. Additional Notes See DWG VAL160101014 for valley details. T i I 4,3„8 _!. _ 4'3"8 r 4,3"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NAB Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W D' 75 7 28 / 52 /- / 26 / 51.5 Pf: NA Ce: NA VERT(LL): NA Lu: NA: Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.008 C - D Min Brg Width Req = - HORZ(TL): 0.009 C - - Bearing D is a rigid surface. Code llMisc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.274 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.232 Chords Tens.Comp. Rep Factors Used: Yes Max Web CSI: 0.184 A - B 39 -172 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE] VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. A - C 278 - 33 allo 047182' STAT E O E3 40015A38FF558 B0887F4860992E115FB r£fsitem htsbrmetearmrisa j*ncda�s3ssalad6yfAaxvrstMartts,rs, Pe (A. Lk.0471921 mntha daft Aawn Abm Wk1f; a 5HA3 s andmtkncoia_ Frbtrld emiasarrfds doe,sarnt= not csmat5rrad sfgnddand seafad mdtfoc wiAam.9ammtit.ndfi denaerfdoctrmnk . caBylat. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - C 297 - 98 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALLICONTRACTORS 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 and'SBCA) tot safety practices prior to performing these functions. tnstailers shall provide temperarrVy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attached ric7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincqLComponents 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 professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the guiiding Designer per ANSI/TPI 1 Sec.2. For more information see thislob's general noses pacte and these web sites: ALPINE: www.al !nedw.com• TPI: www. into ; SBCA www.sbdndu .com; IM wwmicesafe.ong z 1 l Job Number: 36CS00067 Ply: 1 SEQN: 667736 / T21 / VAL 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 1 FROM: AH DRW. Truss label: MV2 Wgt: 14.0 lbs .. / ... 05/11/2018 =4W 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Additional Notes See DWG VAL160101014 for valley details. 12 6 R 1112X4 L213118 213118 213118 T 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or.=PLF Pg: NA i Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W PY NA Ce: NA VERT(LL): NA D• 75 / 23 / 49 / - / 15 / 27.5 Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.001 C - - D Min Big Width Req = - HORZ(TL): 0.001 C - - Bearing D is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.051 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.062 Chords Tens.Comp. Rep Factors Used: Yes Max Web CSI: 0.045 A - B 19 -55 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Como No 047102 t,10- STATE F lk,;p 4 Ulu� 40 01 5A 38 FF 59 81 BO BB 7F 48 00 99 2E 95 FB risti Item Imbeen a aa5 saaiadby Wm.9 Wrtirmi Pe VL,ifc.g4Zimfon the data fmwe abwatr.$ng a SKIAE enticase, P's'�trd cw,c!nsa�th�s dnctarrs^rmt �m m�tcccmSnctsd sv�ranticsterB aaa8 tIV-SK0.2 W_Ah 601i zfiozde6twt be..ift9{ MS 7dectrank teems. A-C 115 -7 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 124 -48 `"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, b TPI andSBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly'attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f Zfer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 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 pr 3 essiona engineeringg responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the euitding Designer per ANSUTPI 1 Sec.2. a 1 7 Job Number: 36CS00067 Ply: 1 SEQN: 667738 / T15 / EJAC 4EAB Aria "C" /DR Horton /4EAB Aria "C" Qty: 20 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / ... 05/1112018 C T. i SEAT PLATE REQ. I 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 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 it 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 a 7' l 7' Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 336 1117 / 259 1- / 173 18.0 Pf: NA i Ce: NA VERT(LL): NA Lu: NA ' Cs: NA VERT(TL): NA D 127 / 20 1101 / - ! - 11.6 Snow Diration: NA HORZ(LL): -0.027 D C 171 / 133 191 / - ! - / 1.5 HORZ(fL): 0.029.1) - Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code f Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.880 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.520 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: Bearing B requires a seat plate. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp, Chords Tens. Comp. A- B 27 0 B- C 77 -230 40015AFF5SS1BOBB7F4900 2EE5Fla' 9,AitemkizI be ste <y: maxi xr9 x: kdby VWAM Mar*wA '£(a. ikv.ri a2#an Via&W alcwa Rfom wang a 5RX-1 �ihcriticaaa_ i ftatad xqi% sd�a=nrotcxxsd cif agned=r s Ine a aE 3iae...saw'i as en aficass cede e9u4 h�.UM d c wdatrork . =im ' **WARNING** READ AND FOLLOW ALL —IMPORTANT** FURNISH THIS DRAWING TO ALL C any as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ON THIS DRAWING! TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporarryy ohed structural sheathing and bottom chord shall have a propefly s shall have bracing installed per BCSI sections B3, B7 or BB10, ve and on the Join Details, unless noted otherwise. kefer to isibie for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page_ _ ' respor^sib!lity solely for the design shown. The suitability I I v Job 4EAB Aria" C 36DR Horton AEAB Aria "C" I Wqt CS00067 Ply: 1I Ibs I FROM: AH 739 / T16 / EJAC I DRW; 05/11/2018 I Truss Label: EJ7A T 2X4(A' SEAT PLATE REQ. 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: 3.00 it 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. B 7' _I 1 7' i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NAi Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W A 270 179 1188 / - 1151 18.0 Pf: NA ' Ce: NA VERT(LL): NA Lu: NA 1 Cs: NA VERT(TL): NA C 128 / 21 1104 / - ! - / 1.5 Snow Duration: NA HORZ(LL): -0.031 C - - B 174 / 135 / 95 ! - / - / 1.5 HORZ(TL): 0.033 C - - Creep Factor. 2.0 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.898 C Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.580 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A is a rigid surface. Bearing A requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE i VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. A - B 78 - 232 4001SA38Ff5881B0137€4&00992ES5Ft) s9mm'A=feorasaixcYa aBxa s nad'.and =fad6ym2ammarttwa, FS K. ttc�W%22( Mthe daft Aawn Am im,1f; a s£fa«i s�ilsen�a�ca5sodc.. etfatad copadxtsx tla�aof atm not cems3�'ormd �nrr a � vazlmd a€ad ttsc'�3ua av�entuarieseccrfe mss^.r 5axsedfidac aaydarbo� lion. "WARNING" READ AND FOLLOW ALL,NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 !n!ny Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the lhanccetanceofrr structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. neret notes page and these web sites: ALPINE:'www.alpineilw.com; TPI: wonvapnst.org; SBCP: wwwsbdndustry.com; ICC: www.iccsefe. i Job Number: 36CS00067 Ply: 1 SEQN: 667740 / T121 JACK 4EAB Aria "C" /DR Horton MEAB Aria "C" City: 6 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 05111/2018 T SEAT PLATE REQ. C 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 263 196 / 208 ! - / 129 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA , Cs: NA VERT(TL): NA D 90 / 13 170 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.012 D - C 119 193 / 62 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ�) L 0.012 D - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min B Width Re 1.5 r9 q = Soffit: 2.00 TCDL:4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.483 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 I Max BC CSI: 0.277 C Min Brg Width Req = - Bearing 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. Lac. from endwall: Any FTIRT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 B - C 53 -179 Top chord 2x4 SP #1 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 No 047M, �M STATE F SERIALt 40 015 38 FF 50 81 BO BB 7F48 DD 99 2E,95 FB Thu W'Auafud 4 Lft= iMart x. ,: £ (ri, t[c.Cd7£H2t cntfl�cia:2g ah>9wnar�ara u^:ing a SHAY au�enttcat�:aar.. I' £+matedenpftxccJftdw�A=not c=rjdskywdmd%alad �iE:M%:�i?&s='2i4.i$i&riS61a0fLly ClbEC BTIW.(YiA 9"Ctit9L`S�Cdk i6�'i�G{[rURK' Cffi;:ia3. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or' 0, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be'responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drrawing 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 ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and Mese web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.om: SBCA www.sbcindustrv.com: ]CC: www.iocsafe.om i � + Job Number: 36CS00067 Ply: 1 I SEQN: 667749 / T13 / JACK 4EAB Aria "C" /DR Horton AEAB Aria "C" Qty: 6 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 lbs .. / ... 06/11/2018 T SEAT PLATE REQ. A 1' 3' 3' 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: NAI Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R 1 U / Rw / Rh __/ RL I B 193 176 / 162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA, Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 / 41 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 sf p Creep Factor: 2.0 B Min B Width Re 1.5 r9 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.152 D Min Brg WidthReq = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSi: 0.084 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 r Bearing B requires a seat plate. p 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; 1 VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. ors ens. omp. ors ens. omp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 01S 3&FF5881,SOBB7f4800992ESS O Zhu ltalllbl%bem alaz �.qz mad arn9s aiadby ntw dbnaoku, PEirL. U4,0471521 an film dawihown abom u ing a 51wl aar�tsa�aasecfr. ia's�tadcrx�tastarthi4 d�c�aaa nit a�midexed s�rwZmnil smalmzE anA ttc.s;si,a ac.daenrsaimre en-the—dfscd rsascydectmnle rsriux. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > re uire extreme care in fabn atin handlin sh! ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen� Safety Information, by TPI an� SBCA) toF satPety practices prior to pertorming these functions. Installers shall provide temporarry� per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly d riggid ceiling Locations shown for ppermanent lateral restraint of webs shall have bracing ins�alled per BCSI sections 63, B7 or 610, cable. Apply pplate. to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 1.160 s 160A-Z for siand.rd plate position s. a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI1TPI 1, or for handlingg', shipppinq, installation and bracing of trusses.A seal on this rawing or cover page. this drawing, indicates acceptance of professidnal engineering responsibility solely_for the design shown. The suitability s drawing tor any see this lob's general nc Job Number: 36CS00067 Ply: 1 1 SEQN: 6677471 T14 / JACK 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 6 FROM: AH DRW. Truss Label: BJ1 Wgt: 11.2 Ibs I / ... 05/11/2018 4 3 Loading Criteria (pso 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: 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. n 12 6 2X4(A1) B C SEAT PLATE REQ. M III 1' 1r 1� Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 177 / 145 1- 142 18.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 128 125 ! - /- / 1.5 HORZ(tL): 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: 0.145 D Min Brg Width Req = - TPI Std:i 2014 Max BC CSI: 0.016 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: Bearing B requires a seat plate. Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 No 047102 A iiRm* 40 01 5� 38 FF 5B 8180 BB 7F 48 00 49 2E E5 FB k:"aaix ltarsr &:-ears ciarYaza35;px%nn�'.s� xaalad &y r���.9 Mant�s�a, :'i �.. l�.C�TtSflzten 9}IC tS4¢ SilS7wlkdilflY9 4J°.RS3� 3 5F3�Rwi �NiECI%tBII`rCw9�iYFR_ 3Y'bud CLg1 afdif tlSrtdwaam not acusidsrcd Ag td=xl Sa^ bd sue ai4S: A;anest: blVrAcd ears TdCctmrsks dim. 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 require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingrker BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin 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 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. (tefer to 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 ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8uildtng Designer per ANSIITPI 1 Sec. 2. For more information see this'ob's general notes a and these web sites: ALPINE: w...I ineitw.com; TPI: www. inst.o • SBCA: www.sbdndus .com; [CC: www.iccsafe.o Job Number: 36CS00067 Ply: 1 1 SEQN: 667743 / T25 / HIP_ 4EAB Aria "C" /DR Horton MEAB Aria "C" Qty: 3 1 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 lb, .. / ... 05/1112018 L SEAT PLATE REQ. 6'3" L 9110"1 67 f 37" I D l 6'1"4 _ 3'2" 6.1"4 9'3"4 91101 Loading Criteria (psi) 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 Udefl U# Loc R / U / Rw / Rh / RL I W B 330 1208 ! - /- /- / 10.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.016 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA , Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 ! - /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Cree Factor. 2.0 p B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.219 n q = - E Min B Width Re Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std; 2014 Max BC CSI: 0.297 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 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 1 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C Lumber or s ens. omp. or s ens. omp. Top chord 2x4 SP #1 A - B 14 -11 C - D 55 -72 Bat chord 2x4 SP #1 B - C 330 -650 Webs 2x4 SP #3 Maximum Bat 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 604 -290 F - E 0 0 TC: From 0 pit at -1.41 to TC: From 2 at 0.00 to 55 pit at 0.00 2 at 9.84 G - F 591 - 288 pif BC: From 0 pit at -1.41 to pit 4 pit at 0.00 , BC: From 2 pit at 0.00 to TC: -7 lb Conc. Load at 1.41 2 pit at 9.84 a y w a r r/ Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. TC: 128 lb Conc. Load at 4.24ft , �'+r TC: 238 lb Conc. Load at 7.07+ BC: 23 lb Conc. Load at 1.41 No. 04118P. . G - C 286 -47 C - F 345 -709 BC: 103 lb Conc. Load at 4.24 . BC: 179 lb Conc. Load at 7.07 , Wind . . Wind loads and reactions based on MWFRS.STATE e 4001SASS FF5B8180BOW48009S2€85'FB rtiixttnmAasbcen elmciromfca pzS mmxtmd =led by trtaxasmlmarnnw, PE Pt. &4 .Arlszj= the daw.shown abamrasing m SKAi l a�ienecfzierme3m. PnawdGRRi Ct3fi5 drf•sma arm nmccna mmd spjn d=ti waled mrdUwMis,laaatbn.O ea=d.enmzi.ta ut3¢dm mydoamoe "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attachesiipid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z far standard plate positions. Alppine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the tNss in conformance with ANSI PI' 1, or for handlia 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 drawing for any structure is the responsibility, of the Building Designer per ANSIITPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Orr 120 mch Wind Sneed. 15' Mean Heloht. Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species I Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'LBrace x (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace In (2) 2x6 -L- Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B +> p #1 / 42 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7- 12, 2' 12, 8' 14' 0' 14' 0' - S I F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' S. 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q) Q Standard 3' 8' 4' 1t' 5' 3- 6' 7' 7' V 8' Ill 9' 6- 10' 4' it, 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4- 9' e' 12' 4' 12, 9' 14' 0' 14' 0' #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7- 6' 11' 7' 5- 9' 2' 9' 7' to, 11' Ill 8' 14' 0' 14' 0' (U i� D r L Stud 3' 9' 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' 1-% #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P F #3 4' 2- 7' 1' 7' 9- 8' 9' 9' 1' 10' 5' 10, to, 13, 9' 14' 0' 14' 0' 14' 0' U t� C Stud 4' 2- 7' V 7' 6' 8' 9' 9' 1' 10' 5' to, 10' 13, 9' 14' 0' 14' 0' 14' 0' O I I r Standard 4' 2' 6' 1' 6' 5' 8' 1' B' B' 10, 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' 0) #1 4 7' 7 7' 7' 11' 9' 0' 9' 4' 10' 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5- 7' 6' 7' 9' e' 10, 9' 3' 101 7' li' 0' 13, 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' 0' D F L Stud 4' 4' 6' 5' _ 6' 10' 8' 6- 9' 1' to, 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, It, 10, 12' 7' 14' 0' 14' 0' d LJ U S P F #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 1 8' 2' 8' 5- 9' 8' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 7' e' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0- 14' 0' 14' 0' 14' 0' 14' 0' O H F I 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' B' 9' 11' 10,13' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' C' S P #2 4' 10, 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 9' 7' 4- 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 7� D F L Stud 4' 9' 7' 4' 7' to, 9' e' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' s-i Standard 4' 7' 6' 6' 6' 11' 8' 8' 1 9' 3' 11' 6' 12, 0' 13' 7' 1 14' 0' 1 14' 0' 1 14' 0- - AboutILL able Truss Diagonal brace option, f1 vertical length may be doubled when diagonal 18 brace Is used. Connect L diagonal brace for 600a - 'L' r)K at each end. Max web rbetterdlagonat Brace total length Is 14'. or , onal rVertical length shown leht table above. ut5• atL Connect diagonal at midpoint of vertical web.Ilk iRH . t�tt��,., @r �°fjj Refer to chart above for ..4e 4•',19 .wNARND(Gp. READ AND FOLLOW ALL hUfESQ1 THIS DRAVIt#g ..B(PDRTAHr.. Fufaasl THIS WAVING TO ALL (Y8ITRIVCTi1Rs B#xuDD1G TIE DLERS 6TAL `�� t....A.` .�> Trusses require extreme care h fabrIcating, handUng, •shipping, InstalUng and bradng. Raftri, to and follow the latest edtfon of SCSI (Sukding Component Safety lnformntlon, by TPI and SBCA) for`.,snfety practkas prior to perforni ng these functions. Installers shall provkl. temporary brad per BCSL Unless noted otherwise, top chord shalt hove property attached structural sheathing and bottbbn chard have attached rlgid ceiling. Locations shown For permanent lateral restraint of webs 1_ � �� ,r ` r O d �p� shall a property shall have brucmg Installed per SCSI sections 43, B7 or B10, as applicable, Apply dates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. `�:�g OF Refer to drnwings I6OA-Z for standard plate positions. Alpine, division of IN Sanding Components Group Inc shall not b. responsible for an d-latlan from Ill, AN rNCOMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handt 9, shipping, -mod, " ft ` `" aid a Installation 6 br cing of trusses. A seal on this drawing or cover page listing this drawing, 4,dlcates acceptance of professional efgheerirg re ttyy solely for the design shaven. The sultabWty and use of this drawing •ty. yi Lakefront Drive for Ony stnvciure is the respwrslb0lty of the MdkV Deslener Per ANSLIPI i Sec2. 4✓� __ f ti�,i> al ttt� 'r00".p1,.4"',n 133B9 Earth City, M0630a5 For more Information see this ,Job's general notes page and these web sltem ALPINE, rrwatph.ltr.comi TPI, w.w,tpinstargi SBCA� wwasbdndustry.orgl ICC, wwwdccsofa4rg AllL\\ M Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir #1 / #2 Stnndard 1 1 #2 1 Stud. d #3 Stud 1 1 #3 IStanda, Dou It Flr-Larch Southern Pinewww #3 #3 Stud Stud Stnndard Standard Group Bl Hen -Fir ql & Btr al Dou las Fir -larch Southern Plnewww al #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). w.For lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values mn be used with these rode.. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. X For (1) 'L' bracer space nails at 2' o.c, In 18' end zones and 4' ac. between zones. _ i1E)Wor M 'L' braces space nulls nt 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 t 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 Vertical Lennth No Slice Less than 4' 0' 2X3 Greater than 4' 0', but less than 3X4 Greater than III 6' 4X4 AX, 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 Orr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑ri 120 mnh Wind Snepd. 3n' Moon Helnht. Partlnity Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) ix4 'L' Brace x (1) 2x4 'LBrace x (2) 2x4 'L' Brace st (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 9' 8' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' I� F Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' B' 11' 1 9' 8' 10' 4' 13' 1' 14' 0' #i 3' 10, 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' 11, 9' 3' 11' 9' 1 12, 2' 13' 11' 14' 0' —� d 11 (U S P (� D r L #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10' 10, 13' 8' 14. 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' il' 8' 9' 9' 1' 10, 1' to, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' +) S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 1 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U L i Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' ` / O I I F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 7' 13' 5' 13' Il' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' POI 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11" 8' 5' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' QJ � D F L Stud 4' 1' 5' IV 6' 4' 7' 11' 8' 5' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' _Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' cs S P F (43 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill- 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U LJ Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' le, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O ' I F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Il' 11' 5' 13' 7' 14' 0' 14' 0" 14' 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' d P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r+ D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ii' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10, ill 11' S' 12' B'- 1 13' 7' 14' 0' 1 14' 0' able Truss Diagonal brace option,, T vertical length may be doubled when dlagonol 18' brace Is used. Connect L diagonal brace for 690# at each end. Max web Brace total length is 14'. 31E31E i 2x6 DF-L 02 or better diagonal "r Vertical Length shown brace) single B. In table above. or double cut L 1 45• (as shown) at - upper end. ontinuoure Heo,17- Connect dlagonn nt mid pint of verrtical web. Refer to chart till)) l tl above for nax_,gAbke yet —VAR MQ- READ AND FOLLOW ALL NOTES ON TNIS DRAWING! wwpWORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Tiff INSTALLERS Trusses require extreme core In fabricating, handling, shipping, Installing and bracing Refer to.and follow the latest edition of SCSI austl:ng Component Safety Information, by TPI and SBCA) for safety Unless romtl otlmrperforming lsef top gcho-d these unc functions. Irrstnllers shot( provide temporary bradng per BCSl. halt h­ properly attadied structural sheothing on button cha shalt have a property attoch.d rgld ceiling. Locations shown for permanent lateral restraint of eti aIIFI') shall have bracing Installed per SCSI sections 83, B7 or 810, as applicable. Apply plates to each face l�Ll of truss and position s horn shove and on the Joint Details. unF¢ss noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a dhdslon of ITW BuRtllrrg Components Group Inc. shaft not be responsible for any deviation ff AN rrW COMPANY this drawing, ony failure to bull the truss In conformance with ANSI/TPI 1, or for handling, shipping. 1-1t,allatlon L bracing of trusses. A seal on this drawing or cavwr page Usting this drawing, Indicates acceptance of professional responsB,aity solely for the desgn slaws. The sultobalty and use of this drawing 13389 lakefront Drive fo—�s lure Is the resporade Uty of the Bulding Desgrcer par ANSI/iPI 1 S*cZ Earth City, MO 63045 For more Information see this Job's general notes page and these web sites, ALPINFa wwwaloineitw.cami TPI r toinstoro, SBCM wwwsbcindust",orol IOC, wwlccsafeora Bracing Group Species and Grades - Group A+ S euce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud #3 ISt.ndard noun[ s Fir -Larch Southern Pinewlew #3 #3 Stud I I Stud Stnndard-1 1 Standard Group B, Hem -Fir #1 6 Btr #i Dou ills Fle-larch Southern Plnewww #1 #t #2 #2 Ix4 Braces shall be SRB (Stress -Rated Bobrd). wxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these 2rades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )i( For <1) 'L' bracer space nails at 2' o.c. In_18_ end .zones -and_.4'. ao_between.zones.. )K)For (2) 'L' braces, space naps at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical, Len th No Splice 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 Bullding Designer for conditions not addressed by this detall. REF ASCE740-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT, LD. 60 PSF MAX, SPACING 24,0' Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, so 016 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T Relnf o Memk Go Tr bte vertical length rater than 48' 'L' 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example( 2X4 zX4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0.148'x 3.'min) Nails at 4' oc. plus (4) nails In the top and bottom chords. Toenalled Nallsl 10d Common C0.148'x3',min) Toenails at 4' o.c, 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, AU015051014, 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, A2003CEND101014, A20030PEDIOID14 See appropriate Alpine gable deta0 for maximum unreinforced gable vertical length 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - ar - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' . 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 '!. "VARN1NCEswi (SAD Mon F� ALL NITM ON 7las DRAV@ICd t nus Sstaill lI@IG TIC asa+a�+tlsuup MAR"" REF LET —IN VERT DATE 10/Ol/14 exFee Trusses require � hhandALL sh bra klo.� to and fo!!ow the latest ¢dldon of BCSI (Buff Cam Safety ktfornovide by TPI and Por snfat ` '� .,� C cm, Ins r d es prior to perforntng these functions. Installers shell provide t¢nporary bred per SCSI battan ward s#u pn'P8a2 Asa Mnat¢a at►,¢relse, top chord sFwtt have properly attached sirucWwl aheath[ns a for later*( f DRWG GBLLETIN1014 F" V shell have a properly attached rlald cW1Ma, LOCntbns shown permanent restraint of webs shalt have Wvdrg installed SCSI send th or Beta as Apply to each face ` -tr����t� t1� iur�\vii per plates on J —essbt¢. of truss ared sftbn as sFwm above and on the Joint Cetats, (micas noted opxrwLse. C IyTf g�� G+•.' Refer to draw Gs 260A-Z far standard plate Posltbns: AN fIW COMPANY e' * dvlsla, of ITV Bud Canponents cro Inc shall not be respanaWe far *ny deviation fro* this dra.r,a, any falre t* b d'the truss In cat ormance with AaSVTPI e, ar for handling. sHpphp. ret7AiAa'c lnstallotbn 6 brackg of trusses. +omsaea..... ...... MAX. TOT, LD. 60 PSF A seal on this drodrp or cover pa8e LhftQ this drawlng, bukates naeptnnoe oP professional eroertrw re ity solely far the slwm Tie sult*Nity nrd use Of this drar6+p «. DUR. FAC. ANY 1339I.akeir 1fte far any st Uct, a is a resporuWtty of the ldldhg Designer per IdtSi/iPI a See.. y MAX. SPACING 24,0' eannciry.asos3lws For more Informtlon see this laws ®¢sera( notes page ana these .ob sltes� ALPINE www,alpheite coma TPD sewn. hst.�gI SFCM tvarsbchdustr argl ICp wwweeesafe orb 2: Hip Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to purlins must -be intact and properly attached, Hip Frame Stepped Hip System Trusses Pitched and Sheathed Chord Area �-- Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3,5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing, �— --��— Stepped Hip Setback System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or .of chords of stepped hip system must be So, Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anels must be properly attached directly 4 Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hio,%%f bwrtIns, -WARND4Pww READ AM FTNLLDW ALL NITES ON THIS DRAVIRa MDVMTANTu F U MSH THIS DRAWING TO ALL CONTRACTORS 1NMARIING THE IIWALLER& / ''� ` p@` �Cj IEN ' [/ REF HIP FRAME DATE 10/01/14 Trusses require extreme core In fabricating, handling, shipping, Instatting and bracing. Refer to and TP[ SHCA) For `+,' V follow the latest edltian of BLSI CBW4sng t.ampcnent Safety tnfornatlon, by and sofety proetkes prior to perFarning these functions. Installers shall provwe temporaarryy 6ratlng per BCSI. Unless no otherNse, t p chord 5MU have property ottnched structural shrotMng and button chord have rigid ceR., Locotlons shorn for latara1 restraint of webs: Na * c DRWG HIPFR1801014 n sNaU a properly attached permanent J or 810, as ante- no Apply plates to enai face shntl have bradng installed per aboI sections the of truss and position as shorn above and an the Joint Deta0.s, uMess rood Otherwise. STA�iE 1 AN ITW COMPANY Refer to drawings 16OA-Z for standard plate positions. Alpine, o M ion of ITV Building conponents Group Inc shalt not be responsible for ony de A,*, ut from this dradng, any faRure to bAd the truss In conformance with ANSLTPI I.or for I',an e. sWPPing, .� ri OF ir /(� t� Q` Installation 6 bracing of trusses. A seal on this drndng nr cover page tWtft this drawing, Indcntes acceptance of professional 13389 Lakefront For vt s reap'.Vty solely for the de ahoy The DwslRner' peryand us. of this ANSI/TPI 1 Sec2 drowlr® �uro the reap' on,bFit of tRe HuR Ddve Earle City, M063045 For Wore Infornatlon see this general notes page and these web Ites- ALPINE, wwwnlptnsltw.comi TPD www,tpinstorgi SBM wrnsbclndustryo'gJ ICO—kcrofe.org Ffhahhlllh TlIITTStTI,`, w fit%` I v I Vvi Sl ' �. O�o•alos»i'u. pJi iwa uisnPUP4s'aaa IMS �om'ssWci•au IIdl �uo�•glaula a.aa UNIdlY SVOfH OYt'Ff:O Wei ,0'b2 9NI6HdS S°�y sa;,p qas asa4s pW send .n- lwauae s,gPr t14s aa. 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Is specified on a truss design but an alternative web L—Reinf orcementl or reinforcement method Is desired, L-Reinf. Notes! This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4g0 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600. 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, 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 80% of web member length. 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) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length, ARNIN12-te READ AM DRAYM ..I1 mTANTZ'r Nt US mAvvm Till D oNmAAcTaits mV ALL NOTEON cLI Im THE BISTAIiEm Trusses roqulre extreme. care In fabricating, hond8ng, ahippb Q, McUtting and bracing. Refer to And folio. the latest edition of BCSI (BWldng Component Safety Infornatiort, by TPI And SBCA) for safety se practic¢s prbr to perforNng the. hefunctions. Installers shod pravme tewpowry hraclno par BCSL Unless noted otherwise, top chord shall hove property attaahetl structural sheotWnp anti bottom chor a shall have n pr..P-y attached Npd celWg. Locations shown for pernanent lateral restralnt of webs shall havo brnatng Installed per BCSI secdnns 83, eT or B10, as applknble. Applyy pintas to each Pace f truss and position as shorn above And on the Jolt Data,-, unless noted other.ise. Refer to drawings I60A-Z far standard plate posltlons. Alpine, . dvision of ITV BWldtng Components Group Inc. shad not be responsible far anyy deviation f,, AN IIWCOMPANY tNs dra.inD, any fature to b.Rd the truss In confornance with ANSI/TPI 1, or for h.rdling, shgpptg, Installation 6 bradng of trusses. - A seal an this drawing ar rover pngt Itsttrg this drawing. InU[ates acceptance of professlarml t ry,p resPonsmftity of fa^ the design showM1 The sWtnbNty and use of this drawing 13389 Lakefront Drive far and y structure Is the rcspahstb9liy aP the B CTMA =gner per ANSI/TPI I Sect. Earth City. MO 63045 for more Information see this ,Job's general notes page And these web cites, ALPMEn w—atolndtwxomt TP1- wn,tainst.orat SBCN .ww.sbcindustrv.orat ICO wwwtccsafo,oro Scab L. J�,�,�/,, TC LL PSF REF CLR Subst. /: TC DL PSF DATE 10/01/14 ��(�� C DL PSF DRWG BRCLBSUB1014 ' IC LL PSF -'oT. LD, PSF DUR. FAC. SPACING ..gAifieV n l pt5�,o. Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Mlnlmum side member length(s) _ (2XU + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o.c., rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or gun naps (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detall may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in toads. S L L 4' o;c � Typical ~ + o + o + o + o O + O + O + O + —{ 2' [— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - _Triple Row _Staggered Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' _ 975# 1055# 1295# 1415# Web or Chord 2x4 4 " 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42 ` 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# lgnlnum .. L Distance B L L L Wnn �H L Distance B L Nail Spacing Detail 1­1 I �,tw ''�T"�'+ L 1 ,os ..BlPWTMTo�f1�A?i11�TIUSS WAVING TO N.LREAD AND FMUV ��RACTORS i °r ILLID DRAWING! naTAL_ERS. .�`�� '''`+ �'�- REF MEMBER REPAIR DATE 10/Ol/14 Trus... requW extreme care in fnbrkatlrre handling, shipping, hst.Ift and brochg. Refer to and Collor the latest edition of SCSI CBuamng Component SOPety Nfornatlon, by TPI and SBCA) for snf.ty to these functions Installers shall temporary bratlng per BCSL �� �tC! �S' . No, DRWG REPCHRD1014 practices prior perforning provide Unless noted otherase, top chord shot( have property attached structural shenthing and batton dror small have property attached rigid crkhg. Locotlons shorn for permanent lateral restmin4 of ebs Z f1 �� f� Q I I i L_J 1� 1 �—. ILI-�ILr� ILf�— cnnll haw bra Initnited per BCSI cecelonc H3, B7 or eta, as applicable. Apply plates to each face of truss and Position ns sham above and on the Joint Details, uMess noted ott—Ise. Refer to drneings 16CA-Z for standard plate pasltions. ="f F AN tTW ODMPANY Alpine, a division of ITV Building Conpondmts Group Inc shall not be responsible for on deviation fron this raring any 6e to build the truss h cohfor --e rtth ANSVTPI 1, or for handling, sNPPhg, q ,A "�O �folr hstnil.tian L brargof trusses. A sent on this drarhg or cover page listing this dr abl Q. IMrntes acceptance of professional engheer4g responstrJgty surety far the de s�n sham. The sultabsfty aM use of this tlfnrhg =Building i /� FSI +�4�II 13389 Lakefront Orve for any av,sture Ls the responsibility of DesignerPen' ARSVTPT 1 Se -_ ��U�A� �e�G��'�' Earth City, MO 63045 Porn �hf �ij TPI. w� �a V%1note. jndUZt A� these se�i feat "�u,,,f ,p�a�`' SPACING 24,0" MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH T0TRIM FILLER (• EXISTING FILLER — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER ❑R STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' ❑.C, MAX., ❑R 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). x 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__❑F A_TRUSS). AILATERAL 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' O.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 CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NnTFn ON THIS SHEET f USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), 3E 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 CONDITI❑NS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH,END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED — PLACE_ FALSE_ FRAME.--CHORD_IN-PLANE WITH THE TRUSS_ — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED, — 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 BLOC — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') @ 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). wARMQ- READ AND FM.Lnv ALL. N= ON TM DRAVM ``�.a��4 Inq)? ''o�✓p REF BC FILLER ewnwMMTwu FUMN nUS DRAVM TO ALL CWTRACTURS 111CLU n INE DUTALIXIM Trusses require axtrene care In fabricating, handling, ShWI.Q. kstatuno and bracing. Refer to and �� ,/.EN `'�P�",. DATE 10/01/14 follow the latest edwon of BCSI (Bu0.ding Canponwnt Sofely Information, y TP[ and SBCN for safety G tS PmcUces prior to perforninp these functions. Installers sholt provide temporary bratlng per DCSL �� �/ �' ese noted otherWse, top chard snag ma a property ttncned strstural onenshrg and bottom N DRWG REPBCFIL1014 .hot have n properly attached rlpkd ce06g. Location^. shown Por permanent lateral restraint of vebs Q ��� shall have and position installed per above sections th Joint or Det S. appltc no Apply plates to each face Q of twss obr pciong 1 n ns shown above and an thw , DID, as unless rated other.. F'x Refer to drawkW 160A-Z for st—lard plate positions. ptpine, a avislan of Iry Bukding components Draw Inc. shag not be reap far am devotion fr S AI E OF 14N f1YVCOMPANY this drawing,any F.A—. to build the truss In confornanee with ANSI/TPI 1, or for handWg, shipping, ( i instatlatbn bracing of trusses. - A seat an thL, drnwtnp or aver page gating this drawing, buScates acceptance of profesdanat respons solely far the design shown. The arWbGlty and use of this draw4g sty � far a�ture Is fhe respans6sttY of tno guttding Designer per ANSI/IPl 13389 Lakefront Ddve For nore InFornatlon see this Job's generol notes page and these web sites d•�.t�.'FJksj yri�p, �V O - EarihCity. MO63045 ALPINE, wwealpinaitw.con, TPI, eww.tpinst.arg[ SDCAi wew.sbcindustryergi ICO wew1ccsafe,or0 F3gd,,, h•f �� ,�lttrt SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft dean 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, sane 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, NOTE: #2 is the minimum lumber grade allowed for. all species. N❑TEi Add 210# uplift (max.) to reported truss uplift for wall connections, ovARNbKa.. RM AND FM_Wv L NNM ON TM MMWMa ..wutrAl[r.r AL FURNM TIM WAVD6 m ALL CUNMCTMS IMUDI iG nE V=ALLM 1 Jay - ,et0��'�ii Y T❑TAL T❑P CH❑RD NOT TO REF 2X4 SCAB O.H. DATE— 10/01/14 Trussrs require .)arena care In fobrkoting, handMg, shipping, In.tatgng and brochg. Refer to and fans. the latest edtbn of SCSI ®uadng Component Safety Inforwtbn, by TP[ and SIRN for safety to theca functbns Installers shoU tenpahe. brndng BCSL -gQ, %GEN,g� N., l� $ LOAD EXCEED 40 PSF DRWG OHSCB2X41014 practices prior perPurning provb. per Unle.s noted othersls., top shard .halt have properly at s<ructurat :hratldng and bo(ton chord hove doll Lomtare for taterot _ No (DEAD PLUS LIVE) f7 shalt a properly attached ce p, shown pernanent restraint of webs .Fall hove Installed aboI sect or BIp, ils applbnbno Appty plate. to each face 1. a per MA P. Details, unless noted otherwise. of truss end poGtbn as shorn above and on <he J and on the R = .bht Refer to dro. gs I60A-2 for standard plate pesltlans. SATE 6F AN tTWCOA4PAN1 Atph , a dIvlsbn of ITv Moing Conponents Grow Inc shall not be responsible for my deviation from this droving, any faAure to 111d the truss In conPornonce with INSI/TPI I, or for handling, . pping, iQ IlstoItotbn 6 bracing of truss... A sea[ on this drowhp or cover page listing this ofi—hty 4wflcates a ept— of professlaral B6 re y sdely for the design .horn. The sUtablity and use of this drawing forfor shy structure the resPonsmItY aF the 8 dAll ge`sWw W NdVTPI I Sect. - ; f jpy�,. 4\.0' �i. C�htii DUR, FAC, 1,15/1.25 SPACING 24' 13389 Lakehant Dive Eanh Clty.M0,,;.5 For more Infornatlon see thts Job's general note. pogo and these wtb .item p\ 4tpf dx`QNf\{\\\ ALPINE, .wwatphelty-1 TPI, www.tphist.orgi SHCA, —:bcine9,cVyarg, ICG wwrJcccnFw..rg f4f t1 (2) 16d -TOE NAILS T jVARIES 12 OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS y B-0-0 MAX. SPAN s TYPICAL END JACK (EJ) N.T.S. i i l i E i € 12 —(4) 16d NAILS VARIES See Connection Detail OPTIONAL WEB CONFIGURATION =(4) 16d_NAILS—__ See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. a: EJ wo End Jack(Ed) S , a a eveled Jack (BJ) m I� m CONNECTION DETAIL (BJ) s (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM J 2x4 SYP Nailer 16" Long 6.'G° Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT >— N.T.S. OPTIONAL WEB CONFIGURATION 12 0 VARIES © {4) 16d NAILS See Connection D it Uj 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. U. TYPICAL CORNED SET INSTALLATIONMA TYPICAL LADING (P.S.F.) 0��0. P�``\ C.EiN S •./ ��� ME: SHINGLES: p •' �' F TOP LIVE LOAD:i 20 zo NO % a MANUEL MARTINEZ, P.E. TOP DEAD LOAD: 15 7 BOTTOM DEAD LOAD: 10 10 FLORIDA REGISTERED ENGINEER TOTAL: i 45 37 = j` �7.-/a LICENSE # PE 47182 STRESSiINC. 1.25 1.25 "� • STATE OF �� WIND DESIGN: MAX.160 MPH PER ®� ". S ASCE 7-10 MM. 24° O.C. i os��•�� O P; \�s•e - **WARNING** Read & Follow all notes on this drawing. i, S 0 R Furnish this drawing to all contractors including the installers. i id/AeiICli