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Home My WebLink AboutTruss Raney ComponentsRANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 Olil�lollt nts, Luc Phone: (352)429-9429 Fax: (352)429-7429 ,—Job Information: Customer Name: DR Horton Description: 4EBB 1828-Cali "C" Loadin Information Creekside Lot 108 8504 Cobblestone Dr City, State, Zip: Ft. Pierce, FL Cover Sheet Order # i JOB # 136DCS108 Printed: Fri, Aug 25 2017 FOR Name and License Number: RoofLoads: y TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: i BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., Wind Speed. Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 CIGE 20 EJ7 21 BJ5 22 BJ3 23 BJ1 24 CJ7 ENA�1A G E N o o Q s O•- STATE OF ; 4r4: /oNA �'�� %o Page 1 of 1 RANEY COMPONENTS CU1ev 19900 Independence Blvd. Groveland, FL. 34736 Offlpollel7tS, LLC Phone: (352) 429-9429 ' Fax: (352) 429-7429 Cover Sheet Order # JOB # 136DCS108 Printed: Thu, Mar 30 2017 jov 1111urin tt ur1: Address: FOR Name and License Number., ustomerName: Creekslde Lot 108 iR Horton 8504 Cobblestone Dr escription: City, State, Zip: EBB 1828-Cali "C" Port St Lucie, FL Loading Information• Roof Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 AS 7 A6 8 A7 9 AB 10 A9 11 A10 12 All 13 Al2 14 A13 15 Al4G 16 A15 17 A16 18 B1GE 19 C1GE 20 EJ7 21 13J5 22 BJ3 23 BJ1 24 CJ7 Manuel MartinE M Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 0.9.2342.19200300.100.1.1=A01096900000130479 STATE .3. SER01 I4* 190000A517 17.03.30 10:57:43-04'00' tobat DC version: 2015.006.30280 40 01.5A 38 FF 5B'81,00 BVF 48 00993E 85.17B t611 item has Gcem clearnnlral}g�sfenee and.:calca ep Marwefinart�� i'El.�t;;Uc pa7lsi}snaj�a:eaxshcwnatwucv:ingasHz*i " authentl:atian coda_ 8iinteo ccples,ot t16s dcccment arc not candccrascal ed. signed and. sed ardfshc$;ii,i atitliertiiation;wdemust 5o verliicd. ck aisyeleeiiantc ieop%s: Page 1 of 1 f � � IJob Number: 136DCS108 Ply: 1 SEQN: 704021 / T10 1 arOMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW: Truss Label: Al Wgt: 221.2 Ibs .. / ... 03/30/17 7'10" 7-10" �1 7'8"12 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 " 14'4"7 19'111" 25'3"9 31'10" 6'6"8 5'5"9 '1 6'67 E==5X6 1112X4 =5X6 =3X8 =5X6 1112X4 6'3"4 } 5" 0" � 5'10" + 6'3"4 14' 19'10" 25'8" 31'11"4 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: h to 2h C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 (0.1 13"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) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): 0.178 L 999 240 VERT(TL): 0.388 L 999 180 HORZ(LL): 0.075 J - - HORZ(TL): 0.163 J - - Creep Factor: 1.5 Max TC CSI: 0.633 Max BC CSI: 0.551 Max Web CSI: 0.605 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 «M • S 3 Mir ! OF 441r�132iili� SERIAL #: 40 01.5A 38.FF58 8190 BB 7F 48 00 99 2E 85 `FB This item has been eleuwnlratly signed m4 waled w maneal�mktinay Pi I:L. Lfc. ga72021 en the dato shownabova wing a sNA.i autbenti:ationcode. printed cep ezol it" do nent are not canslderad ugned and scaled' and tlsc55b1aF iudlcntltatlan code [oust Se vcrli:cd a am/ electranx cepfea_ 39'8" 7'10" 7'8"122 1' 39'8" i ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1650 / 308 / 961 / - / 445 / 8.0 H 1650 / 308 / 961 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.9 H Min Brg Width Reg = 1.9 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1108 -1898 B - C 1442 - 2960 F - G 1263 - 2429 C - D 1263 -2428 G - H 1442 -2961 D-E 1108 -1898 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Ccmp. Chords Tens. Comp B - N 2568 -1122 L - K 2081 - 814 N - M 2565 -1122 K - J 2566 -1128 M - L 2080 - 788 J - H 2569 -1128 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N - C 287 -13 L - F 468 -733 C - M 386 - 555 F - K 482 - 204 M - D 481 - 203 K - G 387 - 555 D - L 468 - 732 G - J 287 -15 E - L 1338 - 714 "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 SCSI (Building Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly �Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. t71TdtJ dm/. ie,tim, to a division of i rb 1, or tor n acceptance any structure bis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability 9. 0 f Job Number: 136DCS108 ` Ply: 1 SEQN: 704023 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A1A Wgt: 253.4 Ibs .. / ... 03/30/17 7-10" 14'47 19'10" 226"4 26'8" 31'10" 39'8" T10" 6'6"8 5'5"9 2'8"4 4'1"12 5'2 T10" E=6X12 1112X4 =5X6 =6X8 1112X4 1112X4 =5X10 6'3"4 5'10" 2'10" 4' 501 7'11"15 1� 7'8"12 14' 19'10" 22'8" 26'8" 31'8"1 39'8" 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 loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.233 F 999 240 B 1557 / 307 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.539 F 876 180 1 1557 / 306 / 959 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C TL HORZ 0.286 K - ( ) B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 p I Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & I are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.550 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 15.01.01.0402.20 A - B 27 0 F - G 1417 -2556 Lumber B - C 1439 -2761 G - H 1754 -3390 C - D 1261 - 2220 H - 1 1434 - 2754 Value Set: 13B (Effective 6/l/2013), D - E 1106 -1732 1-1 27 0 Top chord 2x4 SP #1 E - F 1511 -2512 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords .Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC 1j��illt�aFii _ tl B-R 2390-1119 N-L 2965 -1289 Bracing,i t R - Q 2387 -1119 M - K 26 -12 (a) Continuous lateral restraint equally spaced on Or i "T" SD°/n length of �" `'- ... V� A Q - P 1897 -788 K - 1 P - O 20 - 9 2382 -1121 member. x4 reinforcement. web member. Same species & SRB or better, ;�'�, b� ,+ !t grade Box Gun attachecd with 8d or (0.113"x2.5",min.)nails?• n & Maximum Web Forces Per Ply (Ibs) �° 6o a, Webs Tens.Comp. Webs Tens. Comp. y*';. Wind `' r R-C 287 -13 N-F 214 -147 Member design based on both MWFRS and C&C. n C - Q 384 - 564 N - G 578 -1048 ,n• ;TATIE OF # Q - D 456 -200 G - L D-P 471 L-M 869 -407 71 �, w , #!s° °r Q`�•' -681 E - P 59 - 530 L - K -3 2552 -1200 �vy4 E - N 2267 -1099 • L - H 634 -187 "'�f``it3i•at 5.a# P-N 1880 -659 K-H N-O 18 -1 466 -869 . : . 4D:01:5A;38.17F 58;$4SfR1ALB6:BB7#:F 4&Q0 99 2E 85.F.B ifits it°rnries linen e{ecSionloYtY's3anet and ea led CyM=eNA' rtiner: F{.ii.11c psfi]H7fep the2aMsfwwnnhuu°usnga SHA.i ' autlydn[i:Sticticodd, ,v`rfntnd ccptes of il•k &xumenf arc net eandderad ugned and scaled andeisc'SszkRBnut9irrt+5ation iaslurntwt5e verllcd"er arv/clectrar& cepfesa "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary antic bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. hefer to i�Irl/,Ril/tlfl.C'a c drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSaPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro{essional 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 job's general notes page and these web sites: ALPINE: www.at ineitw.com' TPI: www. instor : SBCA: www.sbcindus .com; ICC: www.iccsafe.or T 9 • Job Number: 136DCS108 Ply: 1 SEQN: 704025 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 Ibs .. / ... 03/30/17 7'10" 14'2"11 19' 20'8" 2555 31'-0" 39'8" 7'10" 6'4"11 4'9"5 1'8" 4'9"5 6411 7'10" =5X8=5X6 E F 1112X4 =5X14 =4X10 =5X14 1112X4 7'8"12 6'3"4 5'10" 510" 6'3"4 7'8"12 1'� 7'8"12 14' 19'10" 25'8" 31'11"4 39'8" 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 G 999 240 B 1557 / 309 / 963 / - / 42B / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 'G 999 180 1 1557 / 309 / 964 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.145 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Code / Mist; Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.558 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.648 Loc. from endwall: not in 9.00 ft 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: 15.01.01.0402.20 A - B 27 0 F - G 1428 -2192 Lumber B - C 1469 -2762 G - H 1287 -2211 Value Set: 13B (Effective 6/1/2013) C - D 1286 -2211 H -1 1470 -2762 D-E 1428 -2192 I-J 27 0 Top chord 2x4 SP #1 E - F 1087 -1539 Bot chord 2x4 SP #1 Webs x4 SP #3 Lumberrvalue set1uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing �,Bltaia � B-O 2391 -1147 M-L 1534 -596 � �114 F '"�aR� O - N 23BB -1146 L - K 2388 -1162 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement 80% length of #� do �"""''•, N - M 1534 - 584 K - I 2391 -1162 web member. Same species & SRB grade or better, „ 'o►�`" *t r�' r'i ; �, Maximum Web Forces Per attached with 8d Box or Gun (0. 1 13"x2.5",min.)nails �, Ply (Ibs) @ 6' oc.«" , fi3 !oi a Webs Tens.Comp. Webs Tens. Comp. Wind :; O - C 291 -13 M - F 339 - 255 e.. C-N 386 -571 F-L 816 -562 Member design based on both MWFRS and C&C. D - N 315 - 317 L - G 315 -317 N - E 816 - 562 L - H E M 386 - 571 - 340 - 256 H - K 291 -15 40 01.5A 38 FF 5B B4 BO BB..7F 48 00 99:2E 85;FB. rhis item has been elecvanin4r cianed Znd scaled by lAangeliM3rtlnet; PE ii't. Uc. W102l an the dato shownoboros:§nga SHA4 authentkmleacode-. Punted copies of rids decurneni sra not considered 3'gned and "led: and iha Sxii*i autfianucption cosle.inut:ho 4ririi3a4 ai Snyeteetianlc: cepfas: *'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 t TPI an r7 SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary r7nZt bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to mpvve! "'u4 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildino Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI[TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineer responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the 9wilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: wwwAninst.oro: SBCA: www.sbcindustrv.com: ]CC: www.iccsafe.cra Job Number: 136DCS108 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A3 =4X6i 7-10" 14'2"13 18'0"1 Tl0" 6'4"13 3'9"4 Wgt '235.2 Ibs FROM: AH 027 / Ti / COMN I DRW:/ 217"15 1 55"3 1 31'10" 1 39'8" 3-7"14 3'9"4 6'4"13 7'10" =5X6 1112X4 =5X14 =4X10 =5X14 11&4 03/30/17 78"13 6'3"3 610" 5'10" 6'3"3 T8"13 7'8"13 14' 19'10" 25'8" 31'11"3 39'6" 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 D 999 240 B 1561 / 312 / 965 /- /408 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.347 D 999 180 1 1561 / 312 / 965 /- /- / 8.0 BCDL: 10.00 - Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.147 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Bearings B & I are a rigid surface. g Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.558 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.977 Loc. from endwall: not in 9.00 ft FT/RT:20 0 /10() () Mfg Specified ecified Camber: p 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: 15.01,01,0402.20 A - B 27 0 F - G 1461 -2182 Lumber B - C 1502 -2771 G - H 1318 -2214 C - D 1318 -2214 H - 1 1502 -2771 Value Set: 13B (Effective 6/1/2013) D-E 1461 -2182 I-J 27 0 Top chord 2x4 SP #1 E - F 1144 -1617 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set "l38" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Wind �� It B - O 2399 -1176 M - L 1606 -679 >t O - N 2396 -1176 L - K 2396 -1203 Member design based on both MWFRS and C&C. pr:�* N - M 1606 =659 K- 1 2399 -1203 '4 a„*• k*'«` Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ,". O-C 291 -13 M-F 301 -216 A` :4 ws -. : C - N 389 - 579 F - L 765 - 533 D - N 300 -288 L - G 300 -288 N - E 765 - 533 L - H 389 - 579 sTA E - M 301 - 216 H - K 291 -15 '+ate+�•>'t #�' Si'FtIAL:IY; - 40.01.5A38;FF 5B 81•BO B8 7F 48 00,00 2E 85 FB this lurni as bden elt:uianlea4y signed and scaled byidanuef Martle-, x E t p473a31sn 1� . oaa shaven A ay. vl ng a SHA•I Millen66tldn code. ,8rtniDd,=PiaL Of tfisddctsndflt aljR not cansidelad udned and S lcd and thc. �iA+i.zu6cnt4;tidfl cc,J. rnust be.9erlfkd m anyrlectrank cppfasc, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NG1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary rrn�lr bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, ✓ ' .: as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer tom/?»!/�><:5< drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in truss 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 proresstonalengineering responsibility solely for the design shown. The suitability gnawing and use of this for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .coin; ICC: www.iccsafe.or r Job Number: 136DCS108 Ply: 1 SEQN: 704029 / TB / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 238.0 Ibs / ... 03/30/17 7'10" 14'2"12 17' 22'8" 25'5"4 31'10" 39'8" 7'10" 6,4"12 2�9"4 1 58" I 2'9.4 6,4"12 7'10" '1 �1 Loading Criteria (pso 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 " =5X6 1164 =5X12 =3X4 =5X72 11&4 7'8"13 6'3"3 5'10" 5'10" 6'3"3 7'8"13 14' 19'10" 25'8" 31'11"3 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: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.148 D 999 240 VERT(TL): 0.343 D 999 180 HORZ(LL): 0.064 K - - HORZ(TL): 0.149 K - Creep Factor: 1.5 Max TC CSI: 0.593 Max BC CSI: 0.558 Max Web CSI: 0.759 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 .DrinteE ccples of tMs dreurnenf us not canddersd s}gned andsealed " old ttcSNAAxt yWt mli%atl¢n cc dd . nest 6 Ncrlticd an`ai4yelcct anit; 'copfas: 3'13 1' 'i ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 318 / 965 / - / 387 / 8.0 1 1561 /318 /965 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A-B 27 0 F-G 1466 -2161 B - C 1517 - 2772 G - H 1334 - 2213 C - D 1334 - 2213 H - 1 1517 - 2772 D-E 1466 -2161 1-1 27 0 E - F 1189 -1702 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 2400 -1195 M - L 1684 - 748 O - N 2397 -1195 L - K 2397 -1224 N - M 1684 - 724 K - 1 2400 -1225 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - C 291 -12 M - F 282 -194 C - N 392 - 583 F - L 697 - 494 D - N 274 - 241 L - G 274 - 241 N - E 697 - 494 L - H 392 - 583 E-M 282 -195 H-K 291 -15 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary rim y bracing per BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. (Refer to nt!r/:riatte/l..c'uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of 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 Building Designer per ANSIITPI 1 Sec.2. TPI: Job Number: 136DCS108 Ply: 1 SEQN: 704031 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton MESS 1828-Cali "C" Oty: 1 FROM: AH DRW: Truss Label: A5 Wgt: 240.8 Ibs .. / ... 03/30/17 7'10" I 14'2"12 16'0"j_ 19'10" I 237 - 25N 31'10" 39'8" f 7,10„ T 6,4„12 T 1'9"5T 33,9.,15 1 1'9"5T 6'4"12 T 7'10" 'I -4X6 =3X4 =5X6 1112X4 =5X12 =3X8 =5X12 1112X4 �1' 7'8"12 6'3"4 5'10" 5'10" 6'3"4 7'8"12 1 . 7'8"12 14' 19'10" 25'8" 31'11"4 39'8" 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 " 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.b psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4. SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.150 F 999 240 VERT(TL): 0.346 F 999 180 HORZ(LL): 0.065 L - - HORZ(TL): 0.149 L - Creep Factor: 1.5 Max TIC CSI: 0.593 Max BC CSI: 0.557 Max Web CSI: 0.664 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 ar ,� •' ew rr a • ,war ✓�w�0� ON AA If4l4 00 SERIAL Al: 40, 015A 38 FF 58 BtBO BB 7F 48 00 99 2E 85 FB ntlt item has been elMronlos0y sianad and seatnd by PA-(MartlnM Pi.. 12L. LLc. daJl H2 t en the date shown above Zaino a 5HA;3 authentkatlencoda: Printed eepias of d" d[cssment we not considered up. ad and styled' and thc5!+dl>.i autfirtrucaticn[odconestdo varifcd u anyplectiaaic capies, m (6(A2) ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1557 / 713 / 964 / - / 367 / 8.0 J 1557 /713 /964 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1265 -1826 B - C 1530 - 2763 G - H 1495 - 2163 C-D 1351 -2210 H-1 1351 -2210 D - E 1495 - 2163 I - J 1529 - 2763 E- F 1265 -1826 J- K 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2392 -1212 N - M 1747 - B01 P - O 2389 -1212 M - L 2389 -1242 O - N 1747 - 775 L - J 2392 -1242 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 290 -12 N-G 278 -181 C - O 390 - 577 G - M 689 - 521 D - O 312 - 253 M - H 312 - 253 O - E 689 - 521 M - 1 390 - 577 E-N 278 -181 I-L 290 -14 F-N 201 -219 "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 t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iiid ceilin Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page in g indicates acceptance of professional engineering responsibility solely for the design shown. The suitability i awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. dire. �ln/Xilr4�ff5; tic G Job Number: 136DCS108 Ply: 1 SEQN: 704033 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 240.8 Ibs / ... 03/30/17 7'10"14 14'2"12 15}'.---9'10" 24'8" 5' "4 31'9"2 39'8" 7'10"14 + 6'3"13 +9"4 4'10" 4'10" 9" 6'3"14 7'10"14 �1 Loading Criteria (psi) 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 " =3X4 =5X6 1112X4 =5X12 =-3X8 =5X12 1112X4 7'8"12 + 6'3"4 7'8"12 14' 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: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 136 (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5'10" 5'10" 6'3"4 7'8"12 19,10" T 25'8" 31'11"4 + 39'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 / 328 / 962 / - / 346 / 8.0 Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 / 328 / 962 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS HORZ(TL): 0.152 L - B Min Brg Width Reg = 1.8 Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.594 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.556 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.633 FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 F - G 1333 -1956 B - C 1550 - 2771 G - H 1517 - 2154 C - D 1366 - 2214 H - I 1366 - 2215 D - E 1517 - 2154 1-1 1549 - 2771 E- F 1333 -1956 J- K 27 0 A4ntou ccple of tlsk dtc=.nFue not-nd&rcd dgnad ands -Ind and thc'stu1.F'autt,"enutattca'eo� riiti;st Le verll;cd m aiP/eleetiark =c'opies Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2400 -1231 N - M 1834 - 868 P - O 2397 -1231 M - L 2397 -1260 O - N 1834 - 83B L - J 2400 -1260 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 290 -12 N - G 279 -172 C - O 393 - 580 G - M 648 - 543 D - O 345 - 222 M - H 345 - 222 O - E 648 - 543 M - 1 392 - 580 E - N 279 -172 I - L 290 -14 F - N 234 - 269 "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 t TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 7r>r�ij bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid tailing Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, 67 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. Refer to f. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippinq , installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professiongengineenng 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 job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insLor • SBCA: www.sbcindus .com• [CC: www.iccsafe.or a I Job Number: 136DCS108 r Ply: 1 SEQN: 704035 / T25 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 218.4 Ibs .. /. ... 03/30/17 7'10" 14'0"1 19'10" 25'7"15 31'10" 39'8" 7'10" -{'15 S'9"15 6'2"1 '+ 7-10" o5X8 1112X4 =5X8 D E F m i� (6(A2) 1112X4 =5X6 =3X8 =-5X6 1112X4 7'8"12 6'3"4 5'10" 5'10" 6'3"4 7'8"12 1' 7'812 14' 19'10" 25'8" 31'11"4 39'8" 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 loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 E 999 240 B 1557 / 715 / 958 / - / 326 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.364 E 999 180 H 1557 /715 / 958 /- /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP: C HORZ TL : 0.152 J - - B Min Br Width Re 1.8 Des Ld: 37.00 Mean Height: 15.00 ft ( ) g q NCBCLL: 10.00 g Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.604 g g Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.546 Bearings B & H require a seat plate. MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.598 Loc. from endwall: not in 9.0o ft FT/RT:20(0)/l0(0) Mfg Specified Camber. Maximum Tap Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F 1409 -2097 Lumber B - C 1568 -2760 F - G 1385 -2225 Value Set: 13B (Effective 6/1/2013) C - D 1385 -2225 G - H 1568 -2759 D- E 1409 - 2097 H- I 27 0 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1 /30/2013 by ALSC B - N 2389 -1248 L - K 1915 - 939 >i�lillgitt N-M 2386-1248 K-J 2386 -1277 Wind ��1 #(R� M - L . 1915 -909 J - H 2388 -1277 Member design based on both MWFRS and C&C.S "4 •? *�`>i# Maximum Web Forces Per Ply (Ibs) "►* '�,�dtpp;:. Webs Tens.Comp. Webs Tens. Comp. ,,x N-C 285 -12 L-F 299 -198 *• C - M 401 - 558 F - K 455 - 218 D-M 455 -218 K-G 401 -558 «: D - L 299 -198 G - J 285 -14 E-L 259 -326 Frintod ce¢iiez of ttis dccnment ue not canslperod ugned end;sealed and ttr SIWZ nutficnt Laiicn [o�u ciao[ 5e yerllicd'rei SnyolectwrrAa: ccpiei "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by t TPI anSBCA) y safety practices prior to performing these functions. Installers shall provide temporary. dneli bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propery attached rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracin instgalled per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to a!n/:trcf!!�_i c drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. instor • SBCA: www.sbcindust .com• ICC: www.iccsafe.or r a Job Number: 136DCS108 I Ply: 1 1 SEQN: 704037 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A8 Wgt: 215.6 Ibs .. / ... 03/30/17 7'10"9 13' 19'10" 26'8" 31'9"7 39'8" 7'10"9 5'1"7 6'10" 6'10" 51"7 7'10"9 E�55X8 =3X4 �5X8 D E F 1112X4 =3X4M3X6 =3X8 =3X6=3X4 1112X4 5'3"3 1' S'10" 5'10" 1' S'3"3 T8"13 1 13 13, 14 19'10" 25'8" 26' " 31'11"3 39'8" 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 loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 / 716 / 953 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.O psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.530 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 ft 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: 15.01.01.0402.20 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 Value Set: 138 (Effective 6/1/2013) C - D 1440 - 2299 G - H 1582 - 2760D - E 1507 -2281 H - 1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1 /30/2013 by ALSC B - P 2388 -1259 M - L 1992 - 997 P-O 2385-1259 L-K 1992 -997 Wind Member design based on both MWFRS and C&C. t��o�i$�;�� Itf �' O - N 1992 - 967 K - J N M 1992 967 J H 2385 -1288 p� - - - 2388 -1288 Web Forces Per Maximum Ply (Ibs) ,,• g' Webs Tens.Comp. Webs Tens. Comp. .047 P - C 258 -14 M - F 400 - 262 C - O 367 - 494 K - G 366 - 494 z ` D - O 447 - 224 F - K 447 - 224 f� lM�+r OF:t,➢'� D - M 400 - 262 G - J 258 -16 S 40:015A 38.EF 59 $1�60 56�7F 48 66 99 2E.85;FB: YLUf Item �ias 6ecn c{ecirnnica9r,s{gnod anq'caaled by r tanusf MSrtlna; L tz; uc pd71a2);an�ehe date 3hewnatxiigc-irsnga SHdRl ' ' autfieritiiatldr(ioda. Printed ccplec or ihfk dacmant arc not candderad sf3nee and sralad 'andiheS;iA+3utAidntupiior Yodpin� tLc �uprlfied on ai4yrlacticren9c 'Caplei: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNG! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary rrrrty bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached ri id 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 �lnlmizeilts,, t e drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIPI1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engmeer!n 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 job's general notes page and these web sites: ALPINE:. www.al ineitw.com• TPI: www.t 1nst.Dr • SBCA: www.sbcindusl .com; ICC: www.iccsafe.or Job Number: 136DCS108 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A9 7'10"9 Tl 0"9 8 4'1"i^ 8 s5X8 D Ply: 1 I SEQN: 704039 / T23 / COMNI Qty: 1 FROM: AH DRW: Wgt:204.4lbs / ... 03/30/17 19'10" 2"15 31'9"7 39T T9"15 7'9"7'7 15 4'1"8 7'10"9 1112X4 =5X8 E F 1112X4 =3X4 =3X6 =3X6 =3X6 =3X4 1112X4 45133"1q3 43"4 1'11'"15 0T7'88"113 12'0"1471 13 I 7396'8}1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 E 999 240 B 1560 / 717 / 947 / - / 285 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.411 E 999 180 H 1560 /717 /947 /- /- /8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.152 J - - R )� B Min Br Width Re 1.8 9 q = NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = .1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.656 Bearings B & H are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.654 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.604 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 A- B 27 0 E - F 1620 -2488 Lumber B - C 1596 -2754 F - G 1495 - 2370 C - D 1495 -2370 G - H 1596 -2754 Value Set: 13B (Effective 6/1/2013) D - E 1620 - 2488 H -1 27 0 Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 ' Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Ccmp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC B - P 2381 -1269 M - L 2069 -1057 lkIII .14, P - O 2379 -1269 L - K 2069 -1057 � � Meer design based on both MWFRS and C&C.It.+ MAC 16 ; #a� ��'#� N - M 2069 -1027 J - H 2381 -1299 rp� Via* ,'►�{ '�, ��r',. :t �� Maximum Web Forces Per Ply (Ibs) O7.1 Webs Tens.Comp. Webs Tens. Comp. ��"''; * • `- P - C 22B -16 M - F 528 - 335 C - O 333 - 425 F - K 443 - 230 O - D 443 - 230 K - G 332 - 425 D - M 528 - 335 G - J 228 17 '`. ;STAT8, E-M 380 -478 t'rintea ccpics or ttu 8L=cnt wa not censl?ered ugnec and, scaied and thec s5:n i'autT'enttcnioes [cue must Le Ncrif ed * aidj dlcctiank cep(ei:< "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 t TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary anar7 bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propperly attach edrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3, B7 or B10,17�/tf� as applicable. Apply Oates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to 1. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Build inlComponents 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 professional engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.el ineitw.com• TPI: www. insto : SBCA: www.sbcindust .com; ICC: www.iccsafe.or r i Job Number: 136DCS108 Ply: 1 SEQN: 704041 / T5 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al Wgt: 212.8 Ibs / ... 03/30/17 7'108 11' 1611"4 21' 22'7" 288" 31'9"8 39'8" 7'108 3'1"8 5'11"4 4'0'12 1'7" 6'1" 3'1"8 7'10"8 �5X8 1112X4 =3X6=3X4 =5XB D E F G H 0 1 =4X6i 1112X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 1112X4 �1' 7'8"12 3'3"4 3' 2'11"4 5'11"4 2'9"8 3' 3'3"4 7'8"12 7'8"12 11' 14' 16'11"4 22'10"8 25'8" 28'8" 31'11"4 1 39'8" 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 E 999 240 B 1561 / 718 / 940 /- / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 / 940 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 s Bearings surface. B & J are a rigid Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 ft 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: 15.01.01.0402.20 A - B 27 0 F - G 1686 - 2613 Lumber B - C 1613 -2757 G - H 1678 - 2600 Value Set: 13B (Effective 6/l/2013) C - D 1551 -2432 H - 1 1551 -2432 D - E 1686 - 2613 I - J 1612 - 2757 Top chord 2x4 SP #1 E - F 1686 -2613 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind �4��$ ♦� B - S 2384 -1284 O - N S - R 2382 N M 2125 -1106 2125 Member design based on both MWFRS and C&C. �'� MA -1284 - R Q 2125 M L -1106 +� - -1076 - Q P 2125 L J 2381 -1313 2384 %+*� y w pfiwe �*, Ilei - -1076 - -1313 t� s w � *a. P - O 2617 -1375 +t► C'w• t��ff yhyA �yrry�, ! ' Irt{i :V -74 ... �� +a, . '> Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. av o. % +t _ S - C 229 -19 G - O 279 - 334 S.TAX e OF: � ; C - R 330 -408 O - H D - R 398 H M 657 -405 395 ��s -257 - -256 - D - P 668 - 414 M - 1 329 - 407 4 N P - E 274 - 330 I - L P - G 112 -109 231 20 SERIAL;#:; 40:015A,38:FF.5B 82:60$B,7F 48 0.699 2E85'FB:. tMi itecri riashcen ekcticjniti0y sldned andsaalo'd by Manuefi.7artlgst; EI-1:. 1lc pa7391}¢nsh¢eSM shacvdabava ksnga SHA•1 au tticntetaticn rude. Ptrnend ttpies ¢hMsdcccment�ara not—dderad up.d and -soled and -thasaA;a'ywthcnHq'%Ian Co�&.l it 6eu8rifcacaj'any dletttantc' -'ctspieis� **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg handlin shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r satiPety practices prior to performing these functions. Installers shall provide temporary anti bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or B10, .. as applicable. Apply plates to each face of truss and position as shown above and on the Jointt-Details, unless noted otherwise . 12efer to amEiane/us'uc drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippint, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro ti:essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this 'abs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t insLo • SBCA: wwwsbcindust .com; ICC: www.icrSafe.org rr Job Number: 136DCS108 Ply: 1 SEQN: 704043 / T22 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A11 Wgt: 222.6 Ibs .. / ... . 03/30/17 3�� 7'10"8 10'0"1 16'4"14 20'0"1 22'4"7 28'4"l r 7'10"8 -f- 21"9+ 6,4„13 3,7"3 2'4"7 f 5'11"9 „ 5 f m6X6 =3X4 =3X6 1112X4 39'8" T10"7 T D E F G �SX6H -5X6 T ,2 6 3 X 4 C PJ 1--- 3 X 4 � n 4X6(A2) B K=4X6(A2) 1 A L T S R Q P O N M 1112X4 =3X4 =3X6 =3X4 =3X8 =4X6 =4X10 1112X4 1' 7'8"12 2'3"5 3'11"15 2'1"6 6'3"1 3'3"9 3'4" 2'11"5 7'8"11 1' 7'812 10'0"1 14' 16'1" 22'4"7 25'8" 29' 31'11"5 39'8" Loading Criteria (psi) 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 " 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: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 1 1 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 / 718 1930 / - / 257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 / 716 / 933 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.559 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.821 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.20 A - B 27 0 G - H 1843 - 2891 B - C 1631 - 2759 H - 1 1567 - 2353 C - D 1620 - 2508 1-1 1584 - 2459 D - E 1805 - 2825 J - K 1628 - 2755 E- F 1843 - 2891 K- L 27 0 F - G 1843 - 2891 Maximum Bot Chord Forces Per Ply (Ibs) I Tens.Comp. Chords Tens. Comp. flii�► MAChords B - T 2386 -1304 P - O 2360 -1269 :��' ams+at`�r fit �d4; T - S 2383 -1304 O - N 2360 -1269 .� .«' Vie►' S - R 2201 -1143 R - Q 2201 -1143 N - M M - K 2380 -1327 2382 -1327 s' Q - P 2847 -1528 0 047 ' ;^ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. # $TAT 1E 0—F. .•� ��"� =y "rJ,tm y4�1� p� T - C C - S S - D 215 - 22 331 - 376 399 - 289 G - P P - H H - N 286 - 354 695 - 421 1083 -1549 294 1320 928 -'377 Q-E 313 -390 N J �ilfi rid ...4 E-P 138 -99 J-M 216 21 izaled Gp Mar ,fxinled ccples oI efls dtcurnent`src not eensl�erzA ugned and: sailed and LhucSWi«fYutT�crdrtanwi lcdit.iil4st ho NgNticd er anyelz�tiar.€C 'copEai:' ' **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ,quire Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly 33td ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to 60A-Z far standard plate positions. Alpine, a division of ITW Buildin Components Group Inc truss in conformance with ANSI PI 1, or for handling sl listing this drawing indicates acceptance of profes and use of this gnawing for any structure Is the res its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability anei T Job Number, 136DCS108 Ply: 1 SEQN: 704045 / T4 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al2 Wgt: 211.4 Ibs .. / ... 03/30/17 fi r� 0 V 1 =4X6 7'8"12 9' 14'3"11 19' 19' 0" 25'4"5 30'8" 11 "4 39'8" 7'812 1'3" 5'3"11 4'6"5 WO '0" 5'6"5 5'3"11 1'3" T8"12 =3X4=3X61112X4 =3X4 =5X6 D=5X6 E F G H I 6 1112X4" (A2) A u 1112X4 B K=4 7'10"8 Q =3X4 P 0 N 5X6 =3X8 =-5X6 6'1"8 + 5'10" + 610" 14' 19'10" 25'8" T_ rf) L6(AZ) I M 1I =3X4 7'10"8 1 31'9"8 39'8" 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 loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: • 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 / 720 / 921 /- / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 G 842 180 K 1561 / 720 / 921 / - / - / 6.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ltl: 37.00 EXP: C HORZ(TL): 0.172 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft K Min Br NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 g Width Req = 1.8 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.562 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 9.00 ft 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: 15.01.01.0402.20 A - B 27 0 G - H 2O28 - 3247 Lumber B - C 1644 -2767 H - 1 1873 -2959 Value Set: 13B (Effective 6/1/2013) C - D 1811 -2719 1-1 1810 -2719 D - E 1873 - 2959 J - K 1643 - 2767 Top chord 2x4 SP #1 E - F 2028 - 3247 K - L 27 0 Bot chord 2x4 SP #1 F - G 2028 - 3247 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind B - Q 2395 -1310 O - N 2992 -1625 Member design based on both MWFRS and C&C. Q - P 2260 -1186 N - M 2260 -1215 �► 4 • * '-. a P - 0 2992 -1614 M - K 2395 -1340 „ r,, Maximum Web Forces Per Ply (Ibs) NO 041 • Webs Tens.Comp. Webs Tens. Comp. rr. C - Q 405 - 328 O - H 330 -187 Q - D 489 - 426 H - N 378 - 521 - s e t D- P 944 - 562 N- 1 944 - 562 ✓,«l ,p-. P-E 378 -521 I-M 489 -426 4z 0,"�+ ;' E -0 330 -187 M - J 404 328 " a"•t �.t 6}*�s'�. G - O 228 -303 46.01.5A 38 FF,56 81,1510 BB 7F 48 00 99 2E 85,;F 'hts item ti'as been cicurgnlof}µ nua;xnd, ia'Ice 4 manu4f's rii a;:eritied copies oI this dc<s:meni'uq ndi cansiderad segued and: staled and thcs",l yutticrVatlan coQb.inust Lo ucritecl rci an}itla,:erarec eapin., "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNGI **IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary evrtY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3; B7 of t as applicable. Appry plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to rmjv tell 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 page, I 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 9uilding Designer per ANSI/TPI 1 Sec.2. Far more informaflon see this job's general notes page and these web sites: ALPINE: www.el ineitw.com• TPI: www. insLor • SBCA: www.sbcindust .com• ICC: www.iccsafe.or Job Number: 136DCS108 Ply: 1 SEQN: 704049 / T24 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: All 3 Wgt: 203.0 Ibs / ... 03/30/17 6101.1 + 14'4"l1 8'0"1 6'4"10 18'0"1 ' 1 20'4"1+ 26'4"1 + 29' 31'9"9� 39'8" 3'7"6 2'4" 6' 2'7"15 2'9"9 T107 H=5X6 TT =4X4 =3X6 12 �6X8 D E F .5 G 1�3X4 6 c� m � in Q, —3X6(A1) B J=3 11 A Q p 0 N M L =-5X6 =4X8 =3X6 =3X8 13'4" 5'8" 20'8" 8'("13 5'10"3 6'4"1 5'3"15 3'4" 2'11"5 T&I1 1� 8'1"13 14' 204"1 25'8" 29' 31'11"5 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.053 G 999 240 B 503 / 200 / 337 / - / 257 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.128 G 999 180 R' 321 / 145 / 159 /- /- / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.016 Q - - J 895 / 413 1608 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.030 Q - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria Cree Factor: 1.5 B Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: .2 psf R Min Brg Width Re Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.549 q = - P Load Duration: 1.25 MWFRS Parallel Dist: 0 to hl2 TPI Std: 2007 Max BC CSI: 0.496 J 'Min Brg Width Req = 1.5Bearings B, R, & J are a rigid surface. 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.973 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber 509 Value Set: 13B (Effective 6/112013) A - B 27 0 F - G - B - C 189 - 471 G - H 746 746 - 993 993 Top chord 2x4 SP #1 C - D 635 -272 H - I 762 -1019 Bot chord 2x4 SP #1 D - E 429 -509 1-1 819 -1326 Webs 2x4 SP #3 E - F 429 -509 J - K 27 0 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes ��a � Chords Tens.Comp. Chards Tens. Comp. All plates are 2X4 except as noted. ey. -`:° B - Q 347 -242 N - M 1052 -571 N. "'♦ $MYPi 6.•as !�/� Q - P 353 -243 M - L 1108 -607 O Wind i + .. ap Q'aa.°" ,�,' ,r►. P - 0 884 -1122 L - J 1110 - 607 Member design based on both MWFRS and C&C.ra O - N 1052 -571 .�� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. '""' • �y , C - Q 325 - 43 O - G 474 - 660 _.Sl. -rrW F . �+y' C - P 612 - 966 G - M 388 - 374 a + „+` 1 P - D 689 -1056 H - M 805 - 588 ,h..,, D - O 1295 - 751 M - I 368 445 NN F-0 287 -354 I-L 191 -24 40:015A 38:FF>5B BI^BO B8 7F 48 OO 99,2E S TB rhls Itam has been c{ec3raniUf3y'sf3nec and.ualed Gy ipan�clvMartinea;- '?E lat:�IFs; peT3e21en t�o'datr:fiawRabavet:sngasiiA•i autT criticiticn code. wind espies of tits ddcument'artt not contidetzd dgncd and scaled ardttosrtAxa :tut6ent prim odrrm�zct bo 4crli'iad canny elcciioNC cifp(ci "WARNING•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, 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 otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, rim lalle�lrr �c as applicable. Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to f drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this Or -awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineihv.com; TPI: www. insLor • SBCA: www.sbcindustry.com; IM www.iccsafe.org t Job Number. 136DCS108 Ply: 1 SEQN: 683815 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt: 242.2 Ibs .. / ... 03/30/17 1, 9'10" i 7' 11'6"4 + 17' + 19, 10� 22'8" i 28'1 "12 i 32'8" 39'8" 7' 46 44 5'5"12 2' 2'10" 5'S"12 46 4 + 7' 12 Q-SYS =6X8 1112X4 =5X6=4X(3 1112X4 TC3 =6X6 TC2 p E F G H -avnl J A(B3) W4 z !�K-=E B I L . , III T S IIISXB R Q P 0 N M 1114X4 =5X6 =8X12 =8X12 =5X6 1115X8 1114X4 r - 11'4" i28'4" 6'4"4 4'4" 2'9"12 3' 5 '8" 3' 29"12 4'4" 6'4"4 6" 6 6'10"4 11'2"4 14' 17' 22'8" 25'8" 28'S"12 32'9"12 397' 9I--i 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 L/defl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 / 116 130 / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.335 1 999 180 S 4524 / 2025 /- /- /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.022 M - - K 1871 / 860 /- /- /- / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.052 M Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code ! Misc Criteria Creep Factor. 1.5 B Min Br g Width Req = 1.3 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2014 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.524 K Min Brg Width Req = 1.9 Bearings B, S, & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.722 Bearings B, S, & K require a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Gio 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind nd Duration: 1.60 WAVE VIEW Ver: 16.01.01B.0614.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind Value Set: 13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. A - B 27 -20 G - H 1427 - 3199 B - C 1023 -493 H - 1 1427 -3199 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 2585 -1159 I - J 1677 -3750 Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4, W9 2x4 SP #1: D - E 459 -1039 J - K 1628 -3574 E - F 459 -1039 K - L 27 -20 Lumber value set "136" uses design values F - G 459 -1039 approved 1/30/2013 by ALSC Bracing t�lil$iPd ��,'� �$$ra; X( Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords (a) Continuous lateral restraint equally spaced on rr w.�■w �d Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of 9 web member. Same species & SRB grade or better, p g ,eta . +4•a•a 'r t,, *. J +4 B - T 396 - 858 P - O 3773 -1704 attached with 8d Box or Gun (0.113"x2.5",min.)nails T - S 403 - 885 O - N S - R 1031 -2341 N - M 3773 -1704 3112 -1400 @ 6" oc. 4.. Nili. 047182 R - Q 1031 - 2341 M - K 3138 -1407 Special Loads q+ ;. 'i 1�' • �. Q - P 2228 -1022 -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) a 4 ,`R• *"0A+ Maximum Web Forces Per Ply TC- From 56 pIf at 1.00 to 56 plf at 0.00 (Ibs) TC- From 56 plf at 0.00 to 56 plf at 7.00 �«: ;. �(f. s UVE OF Webs Tens.Comp. Webs Tens. Comp. TC- From 119 plfat 7.00 to 119 pIf at 32.67 rY y,�' T C TC- From 56 plf at 32.67 to 56 pIf at 39.67 TC- From 56 at 39.67 to 56 40.67 .{%.«'" •1 N «��y`�4.,, - 634 -156 G - P C - S 975 - 2194 H - P 1514 631 433 - 539 pIf pIf at BC- From 4 a .,�"Rr.' µme: S-D 1490 -2831 P-( 326 -673 pIf pIf BC- From 20 at 0.00 to 20 at 7.00%S%pr :�" �1 D - Q 3967 -1748 I - N 337 291 BC- From 44 plf at 7.00 to 44 pIf at 32.67 f�jt; Q - E 395 -461 N - J 822 -355 BC- From 20 plf at 32.67 to 20 plf at 39.67 tt: Q - G 878 -1854 J - M 625 -145 BC- From 4 plf at 39.67 to 4 pIf at 40.67 BC- 462 lb Conc. Load at 7.00 4D:01:§A'38;FF:5" $2,BO B83F 48 00 99 2E 95 FB BC- 464 lb Conc. Load at 32.67 tl lz iturnh¢sticen ekainnlcatiy ziaded xnd. seatevtlp"17anuMl Nartln¢z" ?E(sL,Ltc: gdF162}'ap th¢'dile stwwn➢hoop vzinAa SHA�t Loading putt cndsati mcede: #1 hip supports 7-0-0 Jacks with n0 webs. Aiut¢dcrpiezof thisdreurrent`uancicenslterad srdnadpnd zmled mfihrSUA-1 iuWcnt"tlun eodu must he vcrifcd [ci any cicctrantc ceples: -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 anSBCA) toy satPety practices prior to performing these functions. Installers shall provide temporary all bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiIin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, n�`�►�- � as applicable. Applgy plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to t . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildincc� Qomponents 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 shi ping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindus .com: ICC: www.iccsafe.or Job Number: 136DCS108 Ply: 1 SEQN: 704053 / T11 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A15 Wgt: 207.2 Ibs .. / ... 03/30/17 1155 13'92 147'214239'8" 11" 5'9 5477' "1881 715 21T10"7 T ITT a 11� =3X4 =3X4 —ffAO 1112X4=3X6 =3X8 1112X4 13'8" 5' i21' 1' 7'1"12 6'4"8 "12 4'8" 5'6"5 1'5"11 2'11"5 7'8"11 1' 7'1"12 1364 1 18'8" 24'2`'5 25'8 34 31'11"5 39'8" 29 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ 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): -0.053 N 999 240 B 533 / 244 1354 /- / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 S 686 / 238 / 349 / - / - / 8.0 Snow Duration: NA HORZ(LL): -0.018 T - - Q 12B4 / 594 / 615 / - / - / 8.0 HORZ(TL): 0.033 M - K 775 / 354 / 532 / - / - 18.0 Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.593 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.404 S Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.576 Q Min Brg Width Req = 1.3 K Min Brg Width Req = 1.5 FT/RT:20(0)/10(0) Mfg Specified Camber. Bearings B, S, Q, & K are a rigid surface. Plate Type(s): Bearings B, S, Q, & K require a seat plate. WAVE VIEW Ver: 15.01.01.0402.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 549 - 491 B - C 592 - 585 H - I 938 - 738 C - D 588 -446 1-1 1003 -739 D - E 246 - 79 J - K 1108 -1072 E- F 549 - 491 K- L 27 0 F - G 549 - 491 i.e:...j%P40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. .' B - T 456 - 393 P - 0 680 - 602 pp {%�z+,' m+. T-S 427 -329 O-N 680 -602 *' I S - R 310 - 233 N - M 881 - 808 R - Q 310 - 233 M - K 884 - 809 f R , as► Q - P 685 - 602 AT 8 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. kip% C-T T-D 291 -110 215 -214 Q-H P-H 1510 216 -1381 -3 $�1 D-S 722 H-N -708 206 -94 &ERIA$ :#. S - E 203 - 263 I - N 476 - 557 38; Ff , 61-10 B6;7F 48 00�99:2E'85;FB E - Q 494 - 378 N - J 590 -475 peen cfcurgnlcally stoned �nd.ieolcd by inanizejbtarilnac,• G-Q 265 -321 J-M 266 -64 Piirilod ccpies. of ttA d[cumenfaIC not censidclzd signed and: wiled 5ivjr. and lfcSWA•i yut)t"rntication al,ummst6o vcrlrcdor t"tim'.1". 'coPfess "WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWN GI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly did ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. F2efer to 60A-Z for standard plate positions. a division of a 'r �m{A�lrtrfls,'i,< I m 1, or for r acceptance any structure see this its drawing,any failure to build the on this drawing or cover page ;e design shown. The suitability Job Number: 136DCS108 Ply: 1 SEQN: 704055 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 1 of 2 .. / ... 03/30/17 7' 9'1115 13'9"12 18'8" 22'4"1 26'29 29' 319'7 39'8" 7, 2� 111551 3 1'3 4,10„4 3,6„1 1 3,10„6 2,9„7 27 13'4" �TM—I L=5X6 =3X4 =3X4 —4xd =5X10 =3X8 13'8" j 5' 21' 1" 7'112 2'1115 3'2"5 5'1"12 36"5 3'5"11 3'4" 21. 7'813 7'112 + 10'1"11+ 13'4" J-4 �— 1 1, (4 222"5 25'8" 29' 31'11"3T 39'8" 13'6"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 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: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. ('•) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Cade: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deff/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.052 Q 999 240 VERT(TL): 0.075 P 999 180 HORZ(LL): -0.018 Y - - HORZ(TL): 0.030 P - Creep Factor: 1.5 Max TC CSI: 0.615 Max BC CSI: 0.415 Max Web CSI: 0.478 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 ANo 047482 r�� GEN +t«- WA .w «• .'.'0" 1".mow -TAT t u t SERIAL, #: 40 015A 38 FF 58 82 BO BB 7F 48 00 99 2E 85 FB ihlt Rem fibs been coaled by wafiW ilartlnaL ?ij`:c.tic:pa7aexlenthedaDeshewnabo4et..iagastiaxi ' autTent€saticn cnde_ Printed ccples cI tfA document are not ceniletwed signed and soaked and 64 SWmq YutTenucatian'codn must be verlfcd many elect ranx eepieu ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 529 / 240 / 340 / - / 317 / 8.0 W 730 / 275 / 342 / - / - / 8.0 T 1219 /550 /591 /- /- /8.0 N 790 / 360 / 530 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Reg = 1.5 W Min Brg Width Reg = 1.5 T Min Brg Width Reg = 1.3 N Min Brg Width Reg = 1.5 Bearings B, W, T, & N are a rigid surface. Bearings B, W, T, & N require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 H- I 679 - 682 B - C 653 - 574 1-1 679 - 682 C - D 704 - 516 J - K 1007 - 862 D - E 391 - 293 K - L 989 - 739 E - F 337 -288 L - M 986 -766 F - G 679 - 682 M - N 1099 -1106 G- H 679 - 682 N- O 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Y 446 - 400 T - S 581 - 509 Y - X 383 - 320 S - R 577 - 511 X - W 383 - 316 R - Q 732 - 628 W - V 459 - 377 Q - P 911 - 801 V - U 459 - 377 P - N 914 - 802 U - T 459 - 377 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-Y 197 -65 I-T 221 -252 Y-D 213 -100 T-J 1558 -1420 D-X 99 -8 S-J 126 -2 D - Z 902 - 796 J - R 202 -163 Z-W 930 -821 R-K 134 -15 W-F 90 -175 K-Q 344 -191 F -AA 425 - 394 Q - L 565 - 773 AB -AC 425 -402 Q-M 638 -496 AC- T 430 - 404 M - P 279 - 66 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) y safety practices prior to performing these functions. Installers shall provide temporary rinir bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly y attached 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 Joint Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS108 _ Ply: 1 SEQN: 704055 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton {4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 ... / ... 03/30/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. Z - E 73 - 80 U -AB 89 - 27 AA- G 77 - 48 AC- H 19 - 23 M SERIAL #: 38;€F 58 82_80 B6;71' 48 00 99 2E 85 FB een ckmaalnUp�s{gnee�xnd saaledtsy 1A7 cV6rtina;, 1S21Cn ifl>-C]MStWWM1�IbCVC L:9a8.i 5HAs7 - authantY.adancoda- - 76'1 cdccplaLof We documentare not cansiderad signed and saalad 'and'it. SRA*Yautient"tion;codumast La ucriricd oy onydlectianic mpieu, _ **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, b TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary. J i711�y bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ✓ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to girl{.>ntN; r,;uc dravrings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI{l 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 professional engineer 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. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or ; SBCA: www.sbcindus .corn: ICC: www.iccsafe.or Job Number: 136DCS108 Ply: 1 SEQN: 704009 / T2 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B1GE Wgt:134.4lbs .. / ... 03/30/17 Loading Criteria (psi) 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 " 10'8" 21'4" 10,81, 2,8„ --+ 1,4" (TYP) I =4X4 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 21'4" 21'4" 21-4" Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or.=PLF PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W VERT(LL): -0.001 H 999 240 p• 81 / 37 / 39 ! - / 11 VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS HORZ(LL): 0.003 R - - B Min Brg Width Req = - HORZ(TL): 0.003 R - Bearing B is a rigid surface. Creep Factor: 1.5 / 255 Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Max Web CSI: 0.098 A - B 27 0 1-1 304 -24 Mfg Specified Camber: B - C 87 -120 J - K 253 -21 C - D 80 - 90 K - L 202 - 23 VIEW Ver: 15.01.01.0402.20 D - E 105 -71 L - M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 - 29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H-I 303 -24 P-Q 27 0 SERIAL #: 40.01.5A38 FF 5581 B0 BB;7F 48 00:99 2E 85:FB ThiG item has teen e{eumnicsfty.scgpee xnd seaiad t) j mamp(martinei' rEf;:i,tfc.-parlfl7f en th¢aate shownab6ueens6ga SHAri� authen[katloncode- Fiinte¢.ccp(es of ehisdccument"atc not cantldcreA si't}neo and; srakd and efacstrA,i tuthenik2tion'codcinrxtbo utirlf;ed: oti anyelectianic' C¢Qiei Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D-AD 88 -65 V-K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 -65 H-Z 187 -83 R-O 174 -103 X-1 0 -162 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly am y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling. shiocino. installation and bracino of trusses.A seal on this drawing or cover page any structure in. The suitability s Job Number: 136DCS108 1 Ply: 1 1 SEQN: 704010 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4 Ibs / .. 03/30/17 �— 1'8" —+ 1'4" -- (TYP) Loading Criteria (psf) Wind Criteria - TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC 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 requirements. 7' 7' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA ' CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 14' 7' G=4X4 14' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 HORZ(LL): -0.003 E - - HORZ(TL):-0.003 E - - Creep Factor: 1.5 Max TC CSI: 0.118 Max BC CSI: 0.026 Max Web CSI: 0.061 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 ,..SSRla p:. . , 40 01.5A 38 FF 58 B1 B0 BB.7F 48 00 99'2E 85 FB tfjls Itc1Y1 has been c{erxr6nlcatir signed xnd waled ny IAan�el Martinac, 2E jx.L:l%:daTl821 enlfiddaGe shownabnvo n:snga SHA+.1 a�thcntitaticn tndC� ,8rintud.ccpies of tFls dccument ate not canpeerxd :ignec and'sca{ed 'andthe5wn"i 7utfienticptiuncado rnest 6o yer(({cd an arv�electmnic cop(as_ ♦ Maximum Reactions (Ibs), or `=PLF Loc R /U . /Rw /Rh /RL /W L' 84 / 39 / 40 /- 112 / 168 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-I 157 -48 C-D 61 -28 1-1 105 -69 D-E 113 -17 J -K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S - R 164 -49 N - L 144 - 55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices prior 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 propperly did ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or t le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to 50A-Z for standard plate positions. alloy a division of Ss In comormance wim ANSI/ I NI 1, or tot nanam ing this drawingg indicates acceptance of ppr J use of this drawing for any structure is tw, more infannation see this lob's general notes page and these TPI: Iis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS108 Ply: 1 SEQN: 704014 / T19 / EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 �'Wgt: 23.8 Ibs .. ! ... 03/30/17 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 " T Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSO Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code ! Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE 7' 7' Defl/CSI Criteria PP Deflection in loc L/defl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.021 D - HORZ(TL): 0.031 D - - Creep Factor: 1.5 Max TC CSI: 0.496 Max BC CSI: 0.368 Max Web CSI: 0.000 Mfg Specified Camber: C ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 336 / 117 1259 ! - / 173 / 8.0 D 127 /20 /101 /- /- 11.5 C 171 /133 /91 !- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 15.01.01.0402.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 ,9iintod cepiex or this document ors not cs:nslderad signed andseakd: and tht�s±ea<t yut6crt�pfiiinadv must Lc,ucAiic� eii any'r. dlcct�aoic cepfei: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWN GI **IMPORTANT** FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. refer to 60A-Z for standard plate positions. riri�v cam/r.7nrriis�c a division of i vi 1, or for n acceptance any structure tis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability I Job Number: 136DCS108 Ply: 1 SEQN: 704013 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs / ... 03/30/17 C 12 6 M O to N M 2X4(A1) B T A D 5' 1' 5' 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 L/defl U# Loc R / U / Rw / Rh / RL / W B 263 196 / 208 /- / 129 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 /- /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - C 119 / 93 / 62 /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.011 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft TCDL: 4.2 Creep Factor: 1.5 B Min Brg Width Req = 1.5 = Soffit: 2 . 00 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0309 . D Min Brg Width Req - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 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. Loc, from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 53 -120 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "'I 3B" uses design values approved 1/3012013 by ALSC B - D 0 0 Wind;63��BAItlp�I Member design based on both MWFRS and C&C. qq i4i A 14,o .. No 047182 Yii; p �. -re oF 4 _"'y .. 4: ! } "frol.K140% 1, 40 01.5A 38 FF 58 81 BO BB 7F 48 00 99 2E 85;F8 , tfils item hSs trcen electraniratFy signed and seaied hy.lAan�Cl jAartlney Pi tt:l, ttc.•o473 s2 t en the Gsbe sha..above i.:sng a siiA4 aurhennen<otic. d:a y,jmed CCpICi of thu dccurnent aYC JIOt [enflecrotl fldned and Sealed and tfc. swA*z authcnwattnn Cord& rnwt he verified on any elecimnlc' cCpiwu "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ttm y J bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached n id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, 67 or B10, nha ndutr!!s uc. as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to / drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the bracing drawing truss in conformance with ANSAPI 1, or for handling shipping, installation and of trusses.A seal on this or cover page , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability this gnawing for is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. and use of any structure per For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindus .com• ICC: www.icrsafe.or y Job Number: 136DCS108 Ply: 1 SEQN: 704012 / T17 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 03/30/17 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 " C 12 6 CM O LO 2X4(A1) B M cV 4" 3 A D 1'DL3' 3' 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 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in ]cc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.004 D - HORZ(TL):-0.004 D - Creep Factor: 1.5 Max TC CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 76 / 162 / - / 86 / 8.0 D 51 /6 /41 /- /- /1.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 15.01.01.0402.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 ,vilnter:,ccpiecoftitstluemw wanotcandderadxrgna0andsr�led arvd thc55tA�45utlienutPtitin'godoinustho aerll:ed'an anyrlcciiank' 'ccpres.:� Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPI an ct SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary rrn )r bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly f attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fZefer to i?m{:neu uc drawings 160A-Z far standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.or • SBCA: www.sbcindust .com; ICC: www.iccsafe.or Job Number: 136DCS108 Ply: 1 SEQN: 704011 / T18 / JACK 4EBB 1828-Cali "C' /DR Horton /4EBB 1828-Cali "C" City: 4 . FROM: AH DRW: Truss Label: BJi Wgt: 11.2 Ibs .. / ... 03/30/17 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 " 4"3 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 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 0 12 6 F7- C 2X4(A1) B 1' -� 1' 1' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: W Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Creep Factor: 1.5 Max TC CSI: 0.163 Max BC CSI: 0.015 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 15.01.01.0402.20 SERtAI.1$ 40 01.5A38:FF-56 Hbbd604F48 oU 993E.85,fB., Ibii itemha;Wean eMrzranlcaTly stonedand waled6y N7awafYrn2rtin_a ;- PE.I%��lYc.pn7191tentf!c'date shnwitabayek�ng:a SNAsl �" "' autnantitaticn cede. aantoe copies of tM1s dccement`ara not candderxd signecandsmled andttc svA*E au[hce-ittcathinkodumust 5o,vcrlf;cd ai oirv%elc<tiaidc cepfes: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 77 / 145 / - / 42 / 8.0 D 11 /10 / 1 8 /- /- /1.5 C -14 128 / 25 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary. BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly a3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, He. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. refer to 60A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. minty r IF Job Number: 136DCS108 Ply: 1 SEQN: 704015 / T21 / HIP_ 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 03/30/17 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 " T 4" 3 y Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 0 plf at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 6'3" } 9110"1 6'3" 37' 0 6T'4 3,2" 6"1 6T'4 9'3"4 -19.1641 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.015 G 999 240 VERT(TL): 0.034 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.010 F - Creep Factor: 1.5 Max TC CSI: 0.241 Max BC CSI: 0.326 Max Web CSI: 0.256 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 /208 /- /- /- /10.6 E 385 /175 /- /0 /0 /1.5 D 29 /14 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 6. wi 6k 0 tit 15A 3&FF.5B'$f Bd; 88'7F 4$'00 992E 85 FB: m it a shcanekecunnlra'&yiy3nne end scaledhp MAfMartine{. tic: ga73lI7I'etl 6i'ciie shawrta6ovawjiiga SH7.*i -yiinted. ccpiex of this docmani: arc not cnnticerad tflned and.:wind and, tho's*+A ¢ iutlinntiipflan tcyJr• inLLst Le rcrlled eii htv/rlattrarie: -'cgpfai: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. B- G 604 - 290 F- E 0 0 G - F 591 - 28B Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAW NGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nqre extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building t Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the Joihf Details, unless noted otherwise, i2efer to 60A-Z for standard plate positions. irnt'y {11/XHICIIl.9, ue a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability to of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,':15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nri 1pn mnh Wlnnl Cnoorl_ IS' Moon Fleinht, Portlally Fnrlosed. Fxnosure n. K7t = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace xr <2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' P F 03 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' US u Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O rl F Standard 3' 8' 4' II' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 1 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' J S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 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' 10, 111 11' 8' 14' 0' 14' 0' (U I D F 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' U_ ( #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' - S P F #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U u Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' �l F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10' 12' 8' 13' 7' 14' 0' 14' 0' O #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' P #2 4' 5 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6" 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ I D F L Stud 4' 4' 6' 5' 6' 10' a, 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ U Stud 4' 7' 8' 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' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X 41. 5' V 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' 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' d 03 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 2: 011� I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' Il' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' 7' 6' 6' 6' Sl' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Diagonal brace option, vertical length may be, doubled when diagonal brace Is used. Connect diagonal brace for 6000 at each end. Max web total Length Is 14'. Vertical length shown In table above. 2x6 DF-L 02 or better diagonal bracer single or double cut (as shown) at upper end. About) 11f'j)K min ce I T 31E )IE I 18' X f L 1 Connect diagonal at midpoint of vertical web, Refer to chart above For aVARNWFiW READ AND F13LLIIV ALL NOTES -IN THIS DRAVINGI ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing: Refer to and Fallow the latest edlthn of BCSI (Binding Component Safety Information, by TPI and SBCA) for safety a tices dor to rformin these functions Installers shall rovide temporary bracing per RCSL ENS" Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord _ �:• LIAN shall have a properly attached rigid ceiling• Locations shown for permanent lateral restrdnt of webs shall have hrnpod Inatollvtl par BCSI Band on th J or Det ae unlesappUcsbnote. Apply plates to each face of truss antl ocltlon as Chown above and on the Joint Details, unless noted otherwise. r r Refer to drowhgs 16OA-Z for standard plate positions. :Q / Alpine, division of ITV BuBding Components Group Inc shalt of be responsible for y deviation from ?, AN ITVV COMPANY this draring, ny failure to bu4d the truss In conformance with ANSI/TPI 1, or for handling, Shipp 9. T Instvllation 6 b #clog f trusses, 0�9 it �n�' �\ A sent on this drawtrg or cover page listing this drawVQ Indicates acceptance of professional 4 \ desi shown. The and use of this 13389 Lakefront Drive four anyng structure Is tthhesrespon�etty of theme Building Designer pelrreANSI/TPI 1 See2, drawing ?/r//,n^ ll^l"\\ For more Information see this Job's general notes and these web sited �..,4 \ Earth City, A70 63045 ALPINE, w ni inaltw.comi TPL v t Instar 1 SBCA, wwrsbdndustr m •• P •• P 9 Y•orgl [CG wrwlccsnfv.org Bracing Group Species and Grades) Group AI Spruce- Ine-Fir Hen -Fir #1 / #2 Stnndnrd #2 Stud #3 Stud #3 Stnndnrd Dou las Fir -Larch Southern Pinexxx #3 q3 Stud Stud Standard Stnndnrd Group BI Hen -Fir #1 6 Btr ql Dou as Fir -Larch Southern Plnewss #I #I #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). xnfor 1x4 So, Pine use only industrial SS or Industrial 45 Stress -Rated Boords. Group B values may be used with these r, dZr Gable [runs 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' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0,128'x3.0' min) nails, 31f For (1) 'L' brace. space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )K*For (2) 'L' braces- space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of BOX of web member length, Gable Vertical Plate Sizes Vertical Leno th No Splice Less than 4' 0' 2X3 Greater than 4', but 3X4 less than 11' 6' Greater than Sl' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX. TOT, LD. 60 PSF X. SPACING 24,0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 1017'a ]NIZ)VdS 3Sd 09 'Q-1 '101 bI010T3N30E09TH 9MNCI t51/10/01 31VG 06091M-01-MSV 33?1 'llo;ap s14; Aq passaippo }au suolilpuo7 Jo! 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Or 140 mph wind, 30,00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain purlins, and lateral bracing For out of plane loads over gable ends. Maximum truss spacing Is 24' o,c. detail Is not appllcable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. ax Refer to Enolneer's sealed truss design drawinq for piggyback and base truss specifications. _ Detail A ; Purlin 12 Up to 12 17 4' 2' 2' Spacing = 24' o,c, or less O.C. max Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B , Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0,135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0,128'x3') at 4' o.c. 12 Attach purlln bracing to the Flat top chord using a minimum of (2) 16d box nails (0.135'x3,5'), Up to 12 V I I I I \\ 4' \\ I I \\ / I I I I Purlin Spacing > 24' D.C. max (/ Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o.c. Note, If purlins or sheathing are not speclFled on the flat top of the base truss, purlins must be Installed at 24' o,c. max. and use Detail A. 4„�llt•+iirr�l)% •sVARNINOww READ AND FDLLOV ALL NOTES ON THIS DRAVINGI wrINPOiTANTww FURNISH THIS DRAVING 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 (BuGding Component Safety Information, by TPI and SBCA) for safety .� �,�GE�%(,� practices prior to performing these functions. Installers suss provldr temporary bracing per BCSI. ^' UU Unlessrated otherwlwe, top chord hall have properly attached structural heathing and bottom chord N f shall have a properly fled per rigid sections Locations113,B7shown for permanent saunas restraint of reins �� 1� shall have rd p.1 Installed per BCSI cecd on the I or Blo, as applicably. Apply plates to each face = 111 L�r� f truss and pocmion c shorn nbovv and on the Joint Detalc, unlecs noted otheMlse. Refer to drawings I60A-Z for standard plate positions. Alpine, a division of ITV BulldIng Components Group Inc. shall of be responsible for an don eviatifrom '(7 AN TTW COMPANY this drawing, any failure to bulld the truss In conformance with ANSI/TPI 1, or for handling, shipping, Are 0h Installation L bracing of trusses. A seat on this drawing or cover page listing this drawing. Indicates acceptance of professional `m`' , ngineering ponsanAn ity solely for the design showThe sWtobility and use of this drawh'a EE ((v 13389 for any structure Is the responsibility of the Building Designer' per ANSI/TPI 1 SecP. gay p1f� \ '!n Earth City. ry. MMOO Drive 630d5 For more Information ore rills ,)ah's general notes page and these web sites. lfYV�FI�d I r„w,(S'\ ALPINE, •w•.nloInoltw.conn TPD rrw.tolnst.oro SBCA- .r•.shclntluctrv.oroi ICG wwdccsafr.oro /i,_ V Piggyback cap truss slant nalled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the Flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followingi (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Note. Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each Face @ B' oz. with (4) 0.120'x1,375' naps Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (ench face), Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) in cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 02, full chord depth scabs (each face). Attach @ 8' o,c, with (6) IOd box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. Front to back faces, 28PB Wave Plggyback Plate One 28PB wave plggyback plate to ench face @ 8' o,c. Attach teeth to piggyback at time of fabrication, Attach to supporting truss with (4) 0,120'xl.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 W4X4, Min, W1.5X3 Typ. 2x4 Chords W3X4, Min, )K Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip Frame Details B Hip Frame —� Common 24' Trusses Typ, Stepped Hip System Trusses 2x4 PuS l ins Setback n c #1 Hip Pitched and Sheathed Chord Area -- Hip Framew ---------- ----- -- / B Bottom Chord W3X4, Min, 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. x Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, 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 fit, purlins must be intact and properly attached. Hip Frame Section B-B �— Setback +-- Stepped ip System Trusses Use this detail ASCE 7-10, 180 for: mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 Kzt=1,00 Structural anels must be properly attached directly psf, To hio,%%O `!1;Arlins, ccVARMNG� READ AND FOLLOW ALL NOTES a THIS IRAVWq Q� GEN ei�'% REF HIP FRAME WMPORTANTv FURNISH THIS DRAVDJG TG ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing d bracing. Refer to and V� t5'� DATE 10/O1/14 Fa llow the Intact etliSlr of HLSI CHu0.tle+g Canponent Safety Infornatlon, by TPI d SBCA) for safety bl Pr atic.s prior to perfarning these functions. vn:tauers shall provide tenpproryy bradng per Bcst. l�l _ DRWG HIPFR1801014 Unless noted otherwise, top chord hall have properly attached structural sheathing and botton chard shall hove a property attached laid calling. Locations shown for permanent lateral stralnt of ohs, _ _ shall have broUng Installed per BLSI sections H3, W or 210, s applicable. Apply plates to each Coco =_ of truss and position as shown above and an the Joint Details, unless noted otherwise. STA E OF Refer to drawings 16DA-2 for standard plot. positions. Alpine, a division of ITV Building Conprents Group Inc shall not be responsible for y devlatbn from � 9 T Q AN FfW COMPANY this droving. any Farture to build the truss in cW.F once with ANSI/TPI 1, or for handling, shipping• Ii f1P Instollatbn L bracing of trucses. ,Q A seal on this drawing r cover page listing this drawing, Indcates acceptance of Profesdonal r ineeri g responsibility solely for the design shown. The suitability and use of this d-0V for any structure Is the responsibility of the BuAdirg De signer per ANSI/ -I I Sect _ /��!/ f (►,yJA \'t� \\ 13389 Lakefront Drive Fr pore Information see this Earth City. M063045 ALPINE, vwatpeitw.coml TPI, rww.tp ctorgieSSCA- www.sbcledustry.o 81eICO vwJecsaFe.org f 4sag111g11a\t\\ \\ I CLR Reinforcing This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This 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 Relnforecement .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 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4OO 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6 OK) 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, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length, T-Reinf, L-Reinf. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c, Reinforcing member Is a minimum 80% of web member length, Scab Reinf. ..INPORTANTu VFU�RNISN MSS DRA`dING m°au m�TNPACTOn n�ELHISUDDING TGRAVIIi°HE uuTALLCRs, i1/J,q f�''ii, TC LL PSF REF CLR Subst, Trusses require tore-. care In fabricating, handling, shipping, Inst.IU.g d bracing. Refer to and fallow the latest edltlon of SCSI (Building Component Safety Infarnatlon, by TPI and SBCAI for safety prior to performing these Fiinctlons. Installers shall tenparary bracing BCSL �.``�E� 41 C� �I%` \V G' TC DL PSF ' DATE 10/01/14 Gctices provide per less noted otherwise, top chord shall have properly attached structural theatNq and bottom chard shall have a properly attachetl 191d ceiting. Locations shown For lateral restraint of webs `�11 �CG •s,(� I�A�Is j1�r( C DL PSF DRWG BRCLBSUB1014 permanent Shalt have or BIG, as appticable. Apply plates to each Faco Installed per BCSabove f torus tl cand A Illf�� PLrslbmdng 0, the J pp Itlon t shown above and on the Joint Betels, unless noted otherwise. Refer to drawings 16OA-Z for standard plot. positions. ✓JY�"f 7C $C LL PSF Alpine, division of ITV &Ading Conponents Group Inc. shall of be espo..Thte far any deviation from = * = AN RWCOMPANY this drawing, -my failure to build the truss In conformance with ANSI/TPI 1, or for handling, shlppft, :_.� - q OF OT. LD. PSF Instatlatbn b ing f trusses, A seal an this drawing over page H." this drawing, Ena9cates acceptance of professional engl—Vq responsibility solely For the design shown The suitahTlty and a of this drawing .A K - d W ��" DUR, FAC, 13389 L.W—1 Drive Earth City, MO 63045 for any structure Is the responsUty of the Building Designer per ANSI/TPI 1 Sec2 For more Information see this Job's general notes page and these web sites- ALPINE, ALPINE, rrw.alpineltw.com) TPI- rrw.tpinst.orgi SECA- rrw.sbclndustrv.oroi ICG wwwJccsafe.oro 81� f' 6 1""11 4� 6F (� .at, F,,.. 1]"{F-1•... nl\\�? - SPACING XdW 0'tZ 9NIotidS 11//// / B+a aics»r•a• 03I lB+o•(+3snPwsgs'.w. ryosS IBuoYswdi'a.aa ldl luo�•.Slewdlvaaa -3NId,v \\\\\1111 // \ \�,/� %� `��s(7/h/ isa3is qaa asayi pua a0od saiou lwauaB s,gor sl4i a s uopvuuoiw a+ou +oi I Idl/ISM/ +ad + v6r� a a+IPll S .43. 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POT 6ulsn WON paua66o:�s smoi -o-o ,y :.o smou (6) as Aq), 6ulsn s Jagwaw 9x2 o:�ul 11oN 'paua66o}s smo,4 ^o'o ,y }o smo l (2) om} 6u1sn suagwaw yxZ o}ul 11oN -lauod ua>louq a4} u14:�1m aq }snw (S) 4}6ual uagwaw gooS (a) + (q)(2) = (s)4:�6ua1 lagwaw apls wnwlulW 'aoo,4 ,jad goos auo Ajddv '.aagwaw pa6owop so saloads puo 'apou6 'azis awos 'siagwaw apls 9x2 om�, io yxz oml = (S) (g) oa.ao pa6owop 3o apls yooa uo aouo}slp 6ulllou wnwlulW = (l) uOgvas pa6owop JO LgBual xow ,21 'oauo pa6owoQ = (g) 'llo}ap sl44. 4klm lldwoa }ou op :04} s.4loda A Auo .lo j ja.inZnDjnuow ssnua. aq4. 3,00}uo0 'pamollo auo ssnua. .gad s>loa.aq omi- uo4� avow ou puo lauod p.4o4o uad >loauq auo uo4a. a low ON 'suagwaw ua>lo.lq 9x2 ,jo yxZ 4�•Im sassniZ Ald al6uls Ao,4 Aluo piton sl u615ap s141 •uagwaw qam JO p,Ao4o ua>lo aq 4:im ssn l} o io,4 siloda A sal,4pads 6ulmojp s141 ua>jojg jo pa>ID-oj3 il STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM 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 OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). 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 OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.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' D.C, MAX, SPACING AND 1OPSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS mnTnn ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS, DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS, - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑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 TRULOX 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), -VARNINGP- READ AND F➢LLDV ALL NDTES ON THIS DRAVING wrINPORTANT+w FURNISH THIS BRAVING TO ALL CONTRACT13RS INCLUDING THE INSTALLERS. .�T� 'a REF BC FILLER Trusses require extreme care In fabricating, handling, shipping, Installing and b—Ing. Refer to and Collor the latest edition of BCS[ (Huhtllnp Component Safety Information, by TPI and SBCA) for safety r �/vE�s � +� lJ DATE 10/O1/14 proctices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless tap have ,(� C ` �i \ d FI �� F� 11 Ill III E� IUUUI\\\\\VVVVVVI IIII noted otherwise, chord shall properly attached structural sheathing and bottom chord shall have a property attached rigid celling. Locations shown for permanent lateral restraint of webs s unlessapplicable.no Apply ot plates to each face shall have bracing Installed per HCSI sections the J or Details, of truss and position s shorn above and n the Joint B¢ta0.c, unless noted therrlse. Refer to drawings 160A-2 For standard plate positions. N - DRWG REPBCFIL1014 AN fIVV COMPANY Alpine, a dvlsion of ITV Building Components Group Inc, shall not be sponslble for any devictlon fro this drawing, y lot— to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Instnllatlon 6 bracing of trusses. vs A E C<�' ~ A seal on this drawing or cover page tisrg this drawing, Indcates acceptance of professional ngineer,ng responslAtty solely Far the design shown The suitablilty and use of this drorYg V R `V for any structure Is the responsbiltty of the B lldMt g Designer per ANSI/TPI I Sec 13369 Lakefront Drive For mare Information see this Job's notes and these ' ir,C4.j=�yv� Earth City, MO 63045 general page web sites- fe.oraALPINE wralpineltr.cont iPii rrr.tDlnst.orpr SBCA, rrr.sbclndustry.orpl ICE rrrcc IVA -�e`� .�� JNI�ddS \\\\\A �v' N�jlCl tt'%, i\\ J1�1y� rki Y�i�� pSd �t /� /\\F+V �i ff V 4 `o y , - ON Z �� ^�^^ �` 1, V� SN 7'J\ : �/ (�a .� '.- �Jw�\`. �a� S. 1s OasatBro•.uv aftd�sa ou 'OraYiB S, iS1Ip;•w.R ,Id! fuo�•wilauplo•R.w i3NIdlV ' ;I 2�aS i IdLISNV rad ra4Btsaa aNPYnHq� s� 3Ri1tl4suodsaa aaas l asl arni�n.+;s Ruo rod M y3 BMwvrP sNl do asn Wv R;ItlgMR� a41 �aWs �IsaP a4; ad Awros aiMgsuodsar ByraauBua I�Rsadard do aaue;da»v, SZ.T >pul •Bul.orp sµ} Bul;sll now ranos . 6u1Rvrp cm w I.- y •sas—;. do ouporq uol;vlla}sul 'Bupolys 'Bunpuvy rod ro 'I Idl/ISNV y;lw azuvurodu=1i1 ssru} ay} plllq o; around Ruv 'Bul... p 514; word uol;vi.ap .(uv rod aiglsuotlsar aq you goys •�uI dnwg s;uawduad BulplIN[ ALI do uolslAp+ v •auply suq;lsod aivld paA." s rod Z-tla91 j-d Prp o; rabJ. •aslwrey;o pa;vu ssaHn •sgv;ag ;ulo(• aNi uo puo anogv u.oys so uol3isod puv ssnr; do a�vd y-va oq saivld .Addy •algv�lpdv so 0IH ro LH 'Ea suoI%— ISog rad pallv;sul Buparq ahoy Ilvys sgaa yo ;ulur;sar Iwa}al ;uauvwad rod u.oys su-IMwl •Bquao p101i payw;;v Rlradord v a.vy IIWy proya o;;aq puv Bun(>...4 lorn;anr;s payav;;v Aliadord 8-1 hays proya do;'aslwray;o pa;ou ...Jul 1S3g rad Cup —I .(rvrodua; aplAord nuts sralloisul •suallaYn! asa4; ouryrodrad o; rolyd s..=m—d 'I;adv1. .rob (IV 'O — Idt Rq luall.nlmisurodgl Rados ;YauoducJ 11"Jau Is3H !o —,xa isa;vl a4; .onoj puo of raday 8S Pm puv Bunlv;sul •Bulddlys Bunpuvy • -3 Ougvd ul arva auar;.a a.gnbar aws of sa3rnlsra 3m Dman'ow st+llf,y. lm -m ni sNmvaa sou Hsrwdru-Iwitmdm.. 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