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Home My WebLink AboutTRUSSSCANNED 8 y RANEY COMPONENTS Q11etf 19900 Independence Blvd. Groveland, FI 34736 ontponems, LLC one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00045 Printed: Thu, May 17 2018 100lnrarlA9711101"j: Address: EOR Name and License Number., romerName: Creekside Lot 45 Horton 8753 Cobblestone Dr criptlon: City, State, Z/p: 3B-Galen-2432 "H" OL Fort Pierce, FL d' ! f rmat"on• Boa ffng n o Root Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Llve: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code. Wind Std. Wind Speed., Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from:1 thru 44 Total 44 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A8 9 A9 10 A10 11 All 12 Al2 13 B1 14 B2 15 13J1 16 13J3 17 BJ5 18 EJ5 19 EJ7 20 OJ5 21 CJ7 22 MV1 23 MV2 24 MV3 25 MV4 26 4M1 27 46J1 28 4BJ3 29 4CJ5 30 Frl 31 FT2 32 FT3 33 1`174 34 FT5 35 FT6 36 FT7 37 FT8 38 FT9 39 FG1 40 FG2 41 4EJ3 42 4CJ3 43 402 44 4D1 'FNa 04j� .. ak Al WA #.. ' 9M I �# -. STATE I Digitally signed by Manuel Martinez o=ldenTrust ACES Business n u e Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, Q9.2342,19200100.110.1,1=A010960000 rt 001484C� F8FE960000211F •77 In L AdobeAcr6latDC version: ....� -1 2015.00630418 40015A38FF5881808137,F4800992E85FB this Bern andstaled by?Aaswet Marthw, P::OL,UcX4atezjantht�%aLzsfinsvnaCa u.1e6as»a»z �ehen�ns�tt. f+rwted4Wp n oftSh docta<=ntam not =s6=d .rdwAsealed an dart 7a«k zv^ISrentSptkxecsdemwt xedf3ed cit= dutrerk ea*its. File Copy Page 1 of 1 t -k Job Number: 36CS00045 Ply: 1 SEQN: 684346 / T9 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: Al Wgt: 186.2 Ibs .. / ... 05/17/2018 18'9"1 1'11"1 � 77"13 8y_2.�"2 14'10"4 16�10" 26'0°9 338° 77"13 6"4 6'A 1'11°12 . 7'2"13 777 102X4 m4X6 m3X4 m3X8 a3X4 m4X6 M2X4 SEAT PLATE REQ. 33'8" 1' 7'6"1 45"15 2'612 2'34 23"4 2'6"12 45"15 7'6"1 + 12' + 14'6"12� 16'10" 1� 9.1"4� 21.8° 26'1"15 T6°1 + 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA . Ce: NA VERT(LL): 0.153 L 999 240 B 1327 1636 1714 / - 1255 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 L 999 180 1 1263 1598 / 653 / - /- 1- BCDL: 10.00 Risk Category: 11 Snow Duration. NA HORZ(LL): 0.057 J - Wind reactions based on MWFRS EXP: C HORZ L 0.106 J - - Des Ld: 37.00 (T )� B Min Br Width Re 1.6 9 q = Mean Height: 21.79 It P NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 1 Min Brg Width Req = - TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.527 Soffit: 2.00 BCDL: 5.0 Bearing B is a rigid surface. psf Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2014 Max BC CSI: 0.579 gearing B requires a seat plate_ Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CS 1: 0-876 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1190 -1661 Lumber B - C 1541 -2630 F - G 1197 -1661 C - D 1207 -1934 G - H 1244 -1935 Top chord 2x4 SP #1 D - E 1230 -1922 H - 1 15N -2645 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Hangers / Ties Chords Tens.Comp. Chords Tens. Comp. (J) Hanger Support Required, by others B - P 2365 -1329 M - L 1696 -872 Wind P - O 2361 -1328 L - K 2376 -1355 ' "t AA Member design based on both MWFRS and C&C. MAP O - N 2361 -1328 K - J 2376 -1355 N - M 1695 -881 J - 1 2361 -1356 6s , Maximum Web Forces Per Ply (Ibs) NO 0471$Z Webs Tens.Comp. Webs Tens. Comp. w. a P - C 300 -17 M - G 507 - 664 C - N 487 - 715 G - L 453 - 212 N - E 451 -199 L - H 535 -731 v TA E - M 505 - 662 H - J 304 - 30 F-M 1269 -922 41*0 IrkLA ' 40 01 SA38 FF 50 8100 BB 7F48 00 99 2E 85 FB ThU atom tm bem ett ... sd nsd arAwafad by rJs=61 WrUnw, FE(FL.&197=1 an the daft Shown af+ MWas 35HA-1 su^thent�a,c Jc. wwnd crfamaftK5 doeu-ma= natcaWdmnd 4o dared waled and ti'as.AA w_ffimdmitcaamafa mwt ba 4edfbd m asVd"tmr colas. "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 these functions. Installers BCSI (Building temporary Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing shall provide dlley bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, am ratrarttsttt as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to �. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing or cover truss in conformance with ANSI PI 1, or for handling shipping, installation and of seal on listing this drawing,indicates acceptance of pr ) essiona engineering responsibility solely for the design shown. page_ . The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 0 ME Job Number: 36CS00045 ,; ; +; Ply: 1 SEQN: 684344 / T45 / COMN I 4EGB-Galen-2432 "H" OL /DR Horton 14EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A2 Wgt: 186.2 Ibs .. / ... 05/17/201B 18'9"1 1'11°1 77°13 '2"2 14'10"4 16'10;'. i 26'0"9 7'7"13 6'A 1'11°7 r T2"13 + 7T7 Fn5X6 m i� s4X4(A2) 11I2X4 mM m3X4 a3X8 m3X4 sm4X6 I112X4 SEAT PLATE REQ. SEAT PLATE REQ. 338" 7766"1 2'314 23"4 61"2 46511559'1421 +452'15 +26"11221I + 3T36 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.152 N 999 240 B 1326 / 635 1714 ! - / 255 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.417 N 999 180 1 1264 / 598 / 653 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.056 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ 0.105 J - - �L) B Min B Width Re 1.6 q NCBCLL: 10.00 Mean Height: 21.79 ft g Code / Misc Criteria Creep Factor. 2.0 P I Min Brg Width Reg = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.523 Bearings B & I are a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.573 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.876 Maximum Top Chord Forces Per Pie (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 VIEW Ver. 17.02.02.1208.15 A - B 23 0 E - F 1189 -1659 Lumber B - C 1540 - 2628 F - G 1195 -1659 C - D 1205 -1932 G - H 1243 -1933 Top chord 2x4 SP #1 D - E 1229 -1920 H -1 1588 - 2637 Bat chord 2x4 SP 91 r Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2363 -1328 M - L 1694 -871 tilS q P - O 2359 -1327 L - K 2367 -1349 O - N 2359 -1327 K - J 2367 -1349 ..s N - M 1693 -879 J - 1 2372 -1350 +�F. I� ' 04a Maximum Web Forces Per Ply (Ibs) �. ra 2 Webs Tens.Comp. Webs Tens. Comp. e t P - C 300 -17 M - G 507 - 664 C-N 487 -715 G-L 452 -211 Cos Wr N - E 451 -199 L - H 530 - 724 E - M 505 - 662 H - J 301 - 28 OF F-M 1268 -922 40 01 SA38 FF 508;1 Hft BB 7F48 00 99 2E 85 FB T'hk tamarszrzen ¢Iersr*askzffif. nod.=9 scalxd by Fita lMartincs, �£;.iG.t,U€.k47:H2fnn tlt.�datcariowrc a6oeazu�Sga SN$3 - . sutEtendcatTras rzim ivwrd lzph dfaffix dw—.=tsonat cr 03 rnd Apwd�oMite wrdmargd"tmnk cjwms. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI anc�'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy aney bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rrts attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or BID, om +anene as applicable: Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {2efer to T 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 handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iods general notes page and these web sites: ALPINE: www.alpineihv.com; TPI: www.tpinst.org; SBCA www.sbdndustMoGrn; ]CC: www.iccsafe.org _ C r Job Number: 36CS00045 Ply: 1 SEQN: 684353 / T6 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A3 Wgt: 168.0 Ibs / ... 05/17/2018 77'12 22{"2 15' 18'8" 25'5'14 4 33'8" r 7'7"12 6°B 8'9"14 + 3'8" 6'9"14 7712 -1 r =3XI o:5X8 =5X6 E F 1112X4 =4X6 =3X4 =3X8 M4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'8' 77+s' 3 3a 1z " 76" 1� 1'2,86 4 2'6" 21'8" 6'233'8" Loading Criteria (psi) 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 PY NA Ce: NA VERT(LL): 0.144 N 999 240 B 1325 1637 1727 / - 1243 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.392 N 999 180 1 1325 1637 1727 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL 0.107 K - - ( )� B Min Brg Width Re = 1.6 q NCBCLL: 10.00 Mean Height: 21.41 ft Code / Misc Criteria CreepFactor. 2.0 1 Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psi BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.540 Bearings B & I are a rigid surface. Load Duration: 1.25 psi MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.606 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 it Rep Factors Used: Yes Max Web CSI: OA23 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 VIEW Ver. 17.02.02.1208.15 A - B 23 0 F - G 1259 -1875 Lumber B - C 1619 -2632 G - H 1245 -1888 C - D 1250 -1895 H - 1 1618 - 2632 Top chord 2x4 SP #1 D - E 1274 -1883 i - J 23 0 Bot chord 2x4 SP #1 E - F 1261 -1674 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of Same species & SRB or better, B - P 2367 -1361 M - L 2363 -1387 web member. grade attached with 8d Box or Gun (0.113"x2.5",min.)naiis,. a/ P _ O 2363 -1361 L - K 2363 -1387 6" oc. e��,� O - N 2363 -1361 K - 1 N M 1671 876 2367 -1387 Wind - - Member design based on both MWFRS and C&C. No 047, J,62. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ow P - C 312 -16 M - F 429 - 256 C - N 527 - 753 M - H 530 - 758 0 E-N 427 -215 H-K 314 -17 'STATE E-M 189 -183 40 015A 38 EF 508180 857F48-00 992E 95 FB rltiilad maladby Vas lmartUW4 P.CR.tte.r�CtF53:fsm rate c£atashaaaat�amu gas3i -a santfcatfeYiez�da. trd ccpialvfdowswa= not 0.n3jdm2d Viandsealed axed theg ,i asthsni ca9icnaccufa rllzt@a.wtdfbd m mydectrank caviei. *'WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabticatin'q, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Bu!Iding nenf Safety Information, by n I and SBCA} foi safety practices prior to performing these functions. installers shall provide temporarryy per BCSi.. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown foF permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Jeinf Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. 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 pa e_ . this drawina. indicates acceptance of professional engineering responsibility solely for the design shown. The suitability Ifiley, p71rjWlIC11t5" ue any ral nc u Job Number: 36CS00045 I , ' , Ply: 1 1 SEQN: 684348 / T3 / HIPS 4EGB-Galen-2432 "H" OL ]DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW: Truss Label: A4 Wgt: 166.6 Ibs I / ... 05117/2018 zo ro =3XI f j 18'8" 25'5"14 4 33'a" 77N f"2 15'77°12 6'9"14 +• c-3'8° + 6'9"14 77"12 e5X8 =5X6 E F It2X4 04X6 a3X4 Saw S34X6 m2X4 SEAT PLATE REQ. 33V L1' L r6° I 4,6" J 3, F T6"4 ` 3,1"12 1 4,6° 7.6° r I' T6" 12'18.6"4 r 21'8" T 26'2" 33'8° Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 M 999 240 B 1327 1638 / 727 / - / 230 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.394 M 999 180 1 1263 1600 / 666 ! - /- / - BCDL: 10,00 Risk Category: II Snow Durtion: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS � Des Ld: 37.00 EXP: C HORZ(TL): 0.107 J - - B Min Brg Width Req = 1.6 Mean Height: 21.41 ft Code / Misc Criteria Creep Factor. 2.0 1 Min Big Width Req = - NCBCLL: 10.00 P TCDL: 4.0 psf BldgC Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5.0 sf ode: FBC 2017 RES Max TC CSI: 0.554 9 9 P Load Duration: 1.25 MWFRS Parallel Dist: IU2 to h TPI Std: 2014 Max BC CSI: 0.615 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.433 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: 17.02.02.1208.15 A-B 23 0 E-F 1264 -1679 Lumber B - C 1632 -2636 F - G 1284 -1881 C - D 1265 -1900 G - H 1250 -1894 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 D - E 1288 -1886 H - I 1659 -2652 Webs 2x4 SP #3 a Maximum Bot Chord Forces Per Ply (Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on B - O 2372 -1419 L - K 2384 -1421 member. Or 1x4'T" reinforcement- 80% length of O - N 2367 -1419 K - J 2384 -1421 web member- attached with Bdame Boxspecies o rGun (0.1 R3 grade 5" min.)na'IsIt _ N - M 2367 -1419 J - 1 2388 -1421 6" oc. -� . M - L 1676 -936 s� Hangers / Ties�� ova* ' " e. Maximum Web Forces Per Ply (Ibs) (J) Hanger Support Required, by others off, Webs Tens.Comp. Webs Tens. Comp. o ID4718 Wind: O-C 312 -16 L-F 431 -268 e C - M 526 - 753 L - H 558 - 776 Member design based on both MWFRS and C&C.. e E-M 427 -217 H-J 318 -25 g. STATE E-L 190 -163 40015A FF5B81B0BB7F4800992E&5FB Thkia9r3 its °C.t£XYRkidF fSf sled =led by L%v zi NSe Onez' P£ (rL. ta4..�4TF&3(un atrse Psalu �icawnatcumc u^.7ng a SNto-i tads das xhsdo_f x:^.rr.Sarm not cankwad*nad.=d sc U azad ah¢=x¢>I a 4henCca9iaaecstde m�a Pan acr3fardaa a� edectietiis rz�ies "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 shi ping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for sa ety practices prior to performing these functions. Installers shall provide temporary crneli bracing per BCSI. Unless noted d1herwise,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 610, orr r�nrnts ur as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to J 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 shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is 9. responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'obs general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: wwww. inst.o ; SBCA: wwwsbdndu .corn; ]CC: wwwkcsafe-org ITruss Lab 'n-2A4 2S H oOL /DR Horton /4EGB-Galen-2432 "H" OL i I Qty: 16.6 Ibs I FROM: GLM33 / T15 /HIPS I DRW; 05/17/201 B f TT'12 + 13' + 20'8" 26'0"4 _, 33'8" T7"12 5'4"4 T8" 5'4"4 77"12 ir5X8 D --5X6 E i 1 SEAT PLATE REQ. I X4 Em3X6m3X4 =5X8 1112X4 3T8" 1' T6" 4'6 1' 7'6"4 57"12 T6" I , i T6., f' 12' TO 20'6"4 + 262" 33.8" '1 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# LOG R / U ! Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.141 J 999 240 B 1327 / 640 / 736 / - / 202 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.386 J 999 180 G 1263 / 602 1674 ! - /- / - BCDL: '10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.103 H - - B Min Brg Width Req = 1.6 Mean Height: 20.99 ft Code / Misc Criteria Cree Factor: 2.0 G Min Brg Width Req = NCBCLL: 10.00 P TCDL: 4.psf Bearing B is rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.571 9 a 9 P Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.527 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: OA53 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 D - E 1374 -1867 Lumber B - C 1645 -2604 E - F 1411 -2068 Top chord 2x4 SP #1 C - D 1422 -2075 F - G 1659 -2621 Bot chord 2x4 SP #1 Webs 2x4 SP 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp_ Hangers / Ties B - L 2337 -1427 J - 1 1863 -1087 (J) Hanger Support Required, by others L - K 2333 -1427 1- H 2350 -1429 Wind ,pg K-J 2333-1427 H-G 2354 -1430 Member design based on both MWFRS and C&C.� Maximum Web Forces Per Ply (Ibs) �v + Webs Tens.Comp. Webs Tens. Camp. +« L - C 248 -18 I - E 470 -231 No 047102 C-J 395 -546 1-F 417 -570 . D - J 469 - 208 F - H 256 - 31 D -1 178 -173 STATE -x 4,1184 fit 40 01 ,A98 FF 5B 8Y BO BB 7F48 00 992ES5�FB Thuitemhmbtsertete xfyvtcd.znS 1eaiad4 tkamliRartinar, PEE. M. tis.047122t CA Me catesiwwnaba'atrig 2514A4 trAMf& W_1e. es�tnd c�#axc9tf�s d�_crxrr,2ara nPt c>:rdfdoseii s#dnaai and;caled ate@ the mi i a,,thentrt@mrmxde m-t Maroc tf d m=V dattar k csylns. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI anr7 SBCA) safety practices prior to performing these functions. Installers shall provide tempora WreV bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or B10, pnr rtrnents" ttz as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to T, drawings 160A-Z for standard plate positions. Alppine, 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 pace_ listing this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the euitding Designer per ANSI1TPI 1 Sec.2. C.........e f..u.....sw.... eve Mic inh'� nenerol nnfee naeu �nA them _h eKt Al P]Pdr- -aW..it---- TPI- - tninet nm-:QRr`A- -chr4,.Inghv -- ir.r`- l4uMl iM'_eAfA nrn I Job Number: 36CS00045 Ply: 1 SEQN: 6843571 T11 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A6 Wgt: 166.6 lbs .. / ... 05/17/201 B f 77"3' + 20'6" "4 33'8" 7"TB" 24712 5'4"4 564 f' 77"12 J 05X8 D s 5X6 E 1112X4 =3X6=3X4 o5X8 1112X4 SEAT PLATE REQ. 33'8" SEAT PLATE REQ. 1' I T6" I_ 4'6" 1'_i_ 7'6"4 5'7"12 _I T6" l_1. 1 7.6" 12' +13' 20'6"4 } 262" 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.141 K 999 240 B 1325 / 639 1736 / - / 216 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.384 K 999 180 G 1325 1639 / 736 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.103 1 - - �) B Min Brg Width Re 1.6 q .00 NCB CLL: 10.00 Mean Height: 20.99 ft Code / Misc Criteria Creep Factor: 2.0 P G Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.552 Bearings B & G are a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: h12 to h TPI Std: 2014 Max BC CSI: 0.523 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.439 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1402 -2061 Lumber B - C 1632 -2599 F - G 1632 -2500 C- D 1408 - 2070 G- H 23 0 Top chord 2x4 SP #1 D - E 1370 -1861 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - M 2332 -1369 K - J 1858 -1027 M - L 2329 -1368 J -1 2329 -1394 "` w x A 6�, L- K 2329 -1368 I- G 2333 -1395 Maximum Web Forces Per Ply (Ibs) !° Webs Tens.Comp. Webs Tens. Comp. No se M-C 248 -17 J-E 468 216 C - K 396 - 547 J - F 400 - 553 D - K 469 - 208 F -1 252 -18 D-J 176 -172 40 015A38 FF 56 SI Bt3 6B 7F48 00 99 2E 85 FS slatItem ttsrabeacre�ciarn ¢; nadw4waledhyMaza £Aaron", PE (FL. lie. 047I221 W litrs daft Owwa abe" wieg a SKA. 3 aL" dritlatkn -I& mAtsdcss 3esrddssxd er,.srassrm natcrsuii ud 7y'tnesiardscaled axed iFe.'~;A>: as3i�entka'dm cc%4a nwt6aysdff:d cn aayc9ectrorsb can�los: -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI an r7 SBCA) y 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 propperly e. ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or I e. AppTy plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of I m 1, or for nantllmg E acceptance of prot'e: any structure is the re: ral notes page and these web failure to build the g or cover page vn. The suitability rrney o>irponenvs. vc Job Number: 36CS00045 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: A7 T7"l3 11' 77"13 T4"3 Ply: 1 SEQN: 684361 / T13 / HIPS City: 1 FROM: GLM DRW: Wgt:169.4lbs .. / ... 16110" 22'8" 26'0"3 33'6" 5'10" Elf 3'4"3 77"13 m2X4 C � 05/17/2018 Y hX4 W X4°a3X6 =3X8 =3X6a3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. r1' 7'6"1 3'5"15 1' 4'10" 4'10" 1' 3'5"15 76"1 1� 7.6"1 11' 12' 16'10" 21'8" 22' 26'1"15 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSI 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): 0.161 E 999 240 B 1325 / 640 / 739 / - / 188 / 8-0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.437 E 999 180 H 1325 1640 / 739 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.055 J - - Wind reactions based on MWFRS Des Ld: 37-00 EXP: C HORZ L 0.102 J - - (T )= B Min B Width Re 1.6 � q = NCBCLL: 10.00 Mean Height: 20.58 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.6 Soffit: 2.00 TCDL: . psf BCDL: Bldg Code: FBC 2017 RES Max TC CSI: 0.534 Bearings B & H are a rigid surface. Load Duration: 1.25 .0 psf MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.502 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.277 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 VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1623 -2305 Lumber B - C 1661 -2597 F - G 1526 -2216 C - D 1526 -2216 G - H 1661 -2597 To chord 2x4 SP #1 P D- E 1623 - 2305 H -1 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2330 -1395 M - L 2001 -1169 1 P-0 2327 -1395 L-K 2001 -1169 O - N 2001 -1143 K - J - M 2D01 -1143 J - H 2327 -1421 2330 -1421 *04. 4 ow*�**N FE 5 Maximum Web Forces Per Ply (Ibs) 047.162 Webs Tens.Com Webs Tens. Comp. p P - C 228 -21 M - F 388 -277 C - O 345 -448 F - K 387 -240 D - O 387 -240 K - G 345 -448 D - M 388 - 278 G - J 228 - 22 STATe OF 1? ?B, E - M 312 -355 40 015A 38 FF 58 8180 8B 7F48 00 99 2E 95 FB &flit StcrstAaabecxeeLCta�ettcsYrynnd.seed weafad hY fAaxne9 rAarttnr.L (fL.t�S.�saHzjcrrt5iadascsfaaweatw.�srgastta�a asaffiiatM1ttcafi�aca�r_ . IIadz t tlds dw=== mot ctwid=d a�xnd=bd and tt� a 2asdhat+taat�st.�ern�zt da xerifarJ ataaydcctronk ci®a. *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req9uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anct'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary �p#et1 bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 D, omitents i as applica e. Apply plates to each faceof truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to / drawings 16DA-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 handlinppj� shippingq, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawingg 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 inedw.com: TPI: www. irfst.o ; SBCA www.sbdndu .com; IM www.iccsafem 0 Job Number: 36CS00045 Ply: 1 SEQN: 684329 / T14 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: A8 Wgt: 169.4 Ibs / ... 05/17/2018 r MTT 13 r t 1' 16'1l1° . . 22'B° 26'0"3 33'8" I' 3 3'4"3 + 5'10" 5'10" �4 3 77"13 T l� SEAT PLATE REQ. 1112X4 It2X4 3X4m3X6 =3XB m3X6m3X4 012X4 33'8° 7'6"1 3'S"15 1' 4'10" 4'10" 1' 3'S"15 T6°1 T6'1 11' 12' 16'10" 21'8" 22' 26't"15 33'8" T 1 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 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 i U / Rw / Rh / RL / W B 1327 1642 / 739 / - / 175 18.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.161 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.440 E 999 180 H 1263 / 604 / 677 1- / - / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.055 1 - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ L 0.103 1 - - �) B Min Br Width Re 1.6 9 q Code ! Misc Criteria CL 10.00 � NCBCLL: 10.00 Mean Height: 20.58 ft 9 Creep Factor. 2.0 P H Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.560 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.529 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.280 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1643 -2312 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers ! Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. 40 01 SA39 FF 5B 81 BO 8B 7F48 00 99 2E 85 FB 1hk Itemhaaa+mckc £ % ncd z?j=tadbj M2M-e1rnart1nez, €Fl. lk. ?.f92E thzdalc£hQway6awa re n�a5HA+4 ar<�ttsentka43mse�9r. 'iaatedci sdaer..aa€rat ariot cz deradsgr ardmalad aa,d thsz.'z,"Ar2 az riestirusapvteaiansnF ea 9f dcAazydcctm k eaODL B - C 1674 -2602 F - G 1533 -2227 C - D 1540 -2221 G - H 1677 -2620 D - E 1643 - 2312 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- O 2335 -1453 L- K 2009 -1196 I O - N 2331 -1453 K - J 2009 -1196 N - M 2005 -1202 J - 1 2349 -1456 M - L 2005 -1202 I - H 2353 -1457 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O - C 228 -21 L - F 386 -272 C - N 344 -447 J - G 357 -466 D - N 387 -240 F - J 396 -246 D - L 391 - 280 G - 1 233 - 35 E-L 314 -356 `*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, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy tvreey. bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp msTalled per BCSI sections 63, B7 or 810, om Tstrrnts ttr as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to t 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 ANSIrI Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. Fnr mnra i"r",nax�" esv, x,i� t�n� �a"amp "yea Caro "n truce u,on �ifo�- AIPIMP — Wn t ,.".- care: .— i—.Fo n.n Job Number: 36CS00045 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: A9 Ply: 1 SEQN: 6863231 T27 / HIPS Qty: 1 FROM: GLM DRW: Wgt:177.8lbs .. / ... 514 92"2 16V 24'0"13 31'8"1 4 14 '7'9" T3"12 77"4 a5X8 m3X4 m5X6 05/17/2018 33'8" 1'11"15 E%4X4 ll� 1=5X6 m06 m4X12 m4X4 SEAT PLATE REQ. ' 33T" 7'5"8 i 5'2"8 2'4"13 774 ` 1'1 9' 16'5"8 21'8" 240"13 31'8"1 33'8" Loading Criteria (psQ TOLL: 20.00 TCDL: 7.00 p Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.199 E 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1331 1749 / 766 / - / 168 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.545 E 999 180 1 1259 1717 / 600 / - /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.092 1 - - (T )� B Min Brg Width Re 1.6 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.16 It Creep Factor. 2.0 1 Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.645 Bearing B is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.663 Bearing B requires a seat plate. S acin : 24 0 " C&C D' t ' 3 37 ft Rep Factors Used: Yes Max Web CSI: 0.709 gIs a. . Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1599 -2359 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. 40015A38iF5881BOBB7F+9800992E85 FB Eti4 harsinsz@canmlezixr p,S narl :ealadby ma=tl Martinez• t?£iFt. M947197,1 on thed=O.owa abam v.1ag a SHA 1 anCsat&�,za.�a. F'viotcd<ap3�.n9thas da_crrc.�tme ns taaasxi aE s4na mdmind �sdtFsz�?A:i�r.4hantio9LrocRrlamrs5thearsnif�i.�amydactmnk ' reglas_. B - C 1761 - 2688 F - G 1599 - 2359 C - D 1617 - 2449 G - H 506 - 737 D - E 1922 - 2848 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp B- N 2435 -1715 L- K 2861 1877 I N - M 2232 -1501 K - J 692 -466 M-L 2861 -1877 J-1 1 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - N 236 -225 F - K 358 -416 D - N 373 -104 K - G 1862 -1200 D - M 691 -435 G - J 680 - 888 M - E 272 -167 J - H 1234 - 831 E - K 383 - 565 H - I 869 -1278 y "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping, installing and bracing.. Refer to and follow the latest edifion of BCSI (Building Component Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, am tnnrttts ue as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 7. , 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 rf PI 1, or for handling shlppinq, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pprofessions engmeen responsibility solely for the design shown. The suitability and use of this drawing for any structure is flte responsibility of the Building Designer per ANSI1TPI 1 Sec.2. )Far more information see this iob's aeneral notes Dam and these web sites: ALPINE: www.aIPineilw.com; TPI: www.tp!nstorg; SBCA www.sbdndu .coin' ICC: www.iasafe.or 21 .l u1 i Job Number: 36CS00045 Ply: 1 SEQN: 684365 / T8 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: A10 Wgt 162.4 Ibs .. / ... 05/17/2018 9' 16110" 24'8" 28'102. 338" r 4'9"14 4'2"2 + 7'10" + 7'10" h T'2 r 7914 -5X8 102X4 =5X8 19 D E F T �3X 1 � T 6(A,) 1 =3X4 =3X6 =3X8 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 33'B" 9' 3' 4'10' 4'10" I 3 h 9 + 1. 9' 12' 16'10" 2,'8" 24'8" 33'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.207 E 999 240 B 1325 / 751 / 737 I - / 160 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 E 999 180 H 1325 / 751 / 737 / - /- 18.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.059 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.109 J - - B Min Big Width Req = 1.6 NCBCLL: 10.00 Mean Height: 20.16 ft Code / Misc Criteria Creep Factor: 2.0 H Min B Width Re 1.6 r9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.630 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.695 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.670 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 0 E - F 1951 -2851 Lumber B - C 1765 -2674 F - G 1618 -2434 C - D 1618 -2434 G - H 1765 -2674 Top chord 2x4 SP #1 D - E 1951 -2851 H -1 23 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Camp. Member design based on both MWFRS and C&C. B - N 2422 -1518 L - K 2217 -1325 N - M 2217 -1299 K - J 2217 -1325 A M - L 2217 -1299 J - H 2422 -1544 . � +� Maximum Web Forces Per Ply (Ibs) h Webs Tens.Comp. Webs Tens. Comp. v C-N 243 -227 L-F 704 -484 D - N 383 -108 F - J 383 -108 dw D - L 704 - 484 J - G 243 - 227 It E - L 395 -463 t OF STATE 4001SA38FF5881B0B57F4800992E85FB '&,4 Item tin bsmckc5rwzica j+sttvtad wd=lad by mar=] marttner, &'t:(Fl.,ttt.d=48a82tarthae�°aYs sMstv�sa6avm sr.?mgaStiS*L at,trs ent4catP:sa zeir_ �'r�tetf cs�das: m,t d�atasa s�artc�•ssftrssiad st�aw� xnd sgnlad one tF4.WA,1 as cntica",su¢ausla ns�sI Uw dfatd chaydvttmrk cmias. **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 Informatien, by TPI anr7'SBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary �1nr bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attacherPrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per SCSI sections 63, B7 or 610, nm rzrnents. xtz as applicable. Apply plate. to each face of truss and position as shown above and on the JoinCDeta!Is, unless noted otherwise. f2efer 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 drawin any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page _ . listing this drawingg indicates acceptance of professional engmeen g responsibility solely for the design shown. The suitbility 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 inei w.com; TPI: www. into ; SBCA: www.sbcindu .com; ICC: www.iccsafe.or O r Job Number: 36CS00045 Ply: 1 SEQN: 686325 / T46 / HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al Wgt: 207.2 Ibs ' / ... 05/1712018 18'8° 4'2"15 7' 10'11°14 14'10"1 17 18°3 22'8"2 26'8° 29'S" 33'8" 42"15 2'9"1 3'11"14 3'10°2 2'1"15 3'11"14 3'11°14 2'9" 4'3" fl =H030 1 :8X8 =4X4 IM4 =H0710m3X4 m4X4 12 D E TC2 F G H I TC3 ,.,Yj U T S R Q P O N =3X4 =6X8=H0710 =4X10 =4X4=110710=6X6 =3X4 SEAT PLATE REQ. 33'8" fi 0308(C3) M I � 1 SEAT PLATE REQ. r1+ 6'8°8 + 3'11"14 T1'3�1Q 41"10 2'8"5 1 3-11.14 + 6'8°8 6'8"8 10'8°6 12' 210°1 18'11"11 21'8" 131 26'11"8 33'8" 114'10 2211"10 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W V 2989 / 1757 /- /- /- 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.505 F 792 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.364 F 428 180 L 2989 11757 / - /- /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.099 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.182 N - - V Min Brg Width Req = 2.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.74 It Creep Factor. 2.0 P L Min Big Width Req = 2.5 Soffit: 2.00 TCDL: 4. BCDL: 5.0 psf P sf Bldg Cade: FBC 2017 RES Max TC CSI: 0.741 Bearings V & L are a rigid surface. Load Duration: 125 MWFRS Parallel Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.645 Bearings V & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.529 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): VIEW Ver: 17.02.02.1208.15 A- B 23 -20 G - H 5663 -9629 Wind Duration: 1.60 HS, WAVE Lumber B - C 4129 -7007 H - I 5650 - 9612 C - D 4035 - 6942 I - J 4981 - 8490 Top chord 2x4 SP 91 :TC2, TC3 2x6 SP #1: D - E 4983 -8496 J - K 4035 -6942 Bet chord 2x6 SP M-26 E - F 5663 -9629 K - L 4130 -7008 Webs 2x4 SP #3 :W3 2x4 SP #1: F - G 6663 -9629 L - M 23 -20 Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) Maximum Bot Chord Forces Per Ply (Ibs) TC: From 55 pif at -1.00 to 55 plf at 7.00 Chords Tens.Comp. Chords Tens. Comp. TC: From 28 plf at 7.00 to 28 pif at 26.67 ' TC: From 55 plf at 26.67 to 55 plf at 34.67 NO- B - U 6423 -3773 Q - P 8619 -5072 U - T 6370 - 3712 P - O 8619 - 5972 BC: From 4 plf at -1.00 to 4 plf at 0.00 e+ 4` T - S 8623 -5074 O - N 6371 -3712 BC: From 20 pif at 0-00 to 20 plf at 7.03 ■�' BC: From 10 plf at 7.03 to 10 plf at 26.64 `a S - R 8623 -5074 N - L 6424 -3773 BC: From 20 plf at 26.64 to 20 plf at 33.67� r R - Q 9660 -5693 BC: From 4 pif at 33.67 to 4 plf at 34.67 TC: 222 lb Conc. Load at 7.03,26.64 m• TC: 169 lb Conc. Load at 9.06,11-06,13.06,15.06 Atli Maximum Web Forces Per Ply (Ibs) 16.83,18.60,20.60,22.60,24.60 Webs Tens.Comp. Webs Tens. Comp. An BC: 483 lb Conc. Load at 7.03,26.64 x C- U 55 -23 H- Q 415 -457 BC: 126 lb Conc. Load at 9.06,11.06,13.06,15.06 16.83,18.60,20.60,22-6Q24.60 U - D 549 -144 Q - I 1245 725 D - T 2674 -1599 1-0 891 -1256 Wind a a� T - E 885 -1243 O - J 2666 -1595 Wind loads and reactions based on MWFRS. �� ' E - R 1243 -728 J - N 552 -145 1f F - R 398 -429 N - K 55 -23 £ ) R H 37 -39 40 015A38,FF 5158180 BB 7F48 00 99 2E 85 FB I zasifirars3vn lacers aledm4k.44o*nad wAuaW by Lumil Martk", ?E(rt.Lk. 047t921anOt&tu,mwaa w2noaStwl a�thentlrna¢ntazfc. Evtatmd 4sp nftfiL dmm-wt arm not=Wiimd optd'md wind a d*4__KA avlhcn6mtt=-de M-t$a wcrlfWM a'.dectmnk **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) toy safety practices prior to performing these functions. Installers shall provide temporary irrel bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg 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 610, orlr r¢rrcrrtxta as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (lifer to T, . drawings 16CA-Z for standard plate positions. Alpine, a division of ITW BuildingqComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page _ listing this drawing indicates acceptance of 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 ANSIfTPI 1 5ec.2. cn" mnrc rnfnrmatinn see this inhe nonanml notes nano and these weh styes- Al PILAF- www.ainineiiw cam' TPI- www.tninst.om: SBCA www.sbdndustrv.cOm: ICQ. www.iccsafe.ora r 1' Job Number: 36CS00045 Ply: 1 SEQN: 686320 / T1 / HIPM 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: Al2 Wgt 218.4 Ibs .. / ... 05/17/2018 4'"20'2 45"12 711 19 3 3423'1"5 03 8575 6"4 4155 NA 45 412 =7X8 =3X4 =3X4=HO7101=4 a4X6 ea5X8 D E F G H I J maxRK 01 AIN =H030 nd SEAT PLATE REQ. T S R-nut iu Q P O N =3X4 =6X6 =3X4 =4X12=H0710 =-4X10 33'8" �1+ 6'8"8 + 4'5"5 �10°3 3'7"3 47"1 11'5"1a4475 6'8"8 11'1"13 12 15'7"3 20'2"4 21'8"3 ZO'2"4 21'8"1 3�2"129'3"3 24' 00"13 M L =7X8 1114X10 4'4"13 33'8" TT Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L!# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.485 F 828 240 U 2937 / 1733 ! - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL). 1.307 F 449 180 L 3196 11905- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.089 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.166 D - - �) U Min B Width Re q 2.4 NCBCLL: 10.00 Mean Height: 19.74 ft 9 Code / Misc Criteria Creep Factor. 2.0 P L Min Brg Width Req = - Soffit: 2.00 TCDL: 4. BCDL: 5.0 psf psf Bldg Code: FBC 2017 RES Max TC CSI: 0.721 Bearing U is a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.621 Bearing U requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.37 ft Rep Factors Used: Yes Max Web CSI: 0.785 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 HS, WAVE VIEW Ver: 17.02.02.1208.15 A - B 23 -20 F - G 5403 -9101 Lumber B - C 4068 -6879 G - H 5403 -9101 C - D 3976 -6812 H - I 5403 -9101 Top chard 2x6 SP #1 :TC1 2x4 SP #1: D - E 5007 -8484 I - J 4377 -7373 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :W3 2x4 SP #1: E - F 5590 -9444 J - K 2596 -4372 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB or better, B - T 6304 -3714 P - O 7530 -4486 grade attached with 8d Box or Gun (0.113"x2.5",min.)nails k eke T - S 6253 -3660 O - N 7530 -4486 @ 6" oc. p, S - R 8599 -5093 R Q 8599 N - M 4624 -2764 M L 11 Special Loads ws� ""�.tr - -6093 Q - P 9471 -5623 - -7 Ai ---(Lumber Dur.Fac =1.25 /Plate Dur.Fac.=1.25) TC: From 55 plf at -1.00 to 55 pif at 7.00047162 TC: From 28 7.00 to 28 33.67 00 Maximum Web Forces Per Ply (Ibs) plf at plf at 10 Webs Tens.Comp. Webs Tens. Comp. BC: From 4 plf at -1.00 to 4 pif at 0.00 e BC: From 20 plf at 0.00 to 20 plf at 7.03 C - T 48 19 H - P 431 -460 BC: From 10 plf at 7.03 to 10 pif at 33.67 TC: 222 Ib Conc. Load at 7.03 T - D 579 -157 P - 1 1873 -1094 TC: 169 Ib Conic- Load at 9.06,11.06,13.06,15.06 �* D - S 2597 -1628 I - N 1044 -1516 1706,19.06,21.06,23.06,25.06,27.06,29.06,31.06 su q a 4 S - E 845 -1131 N - J 3314 -1945 33.06 � ' o E - Q 1018 - 600 J - M 1620 - 2426 6152 BC: 483 Ib Conc. Load at 7.03 � z lw Q - F 313 -260 F - P 262 -442 M - K -3059 K - L 1868 - 3012 Load at 9 13.06 1 B 06,19.06,21.06,23.06,25. 6,27 06 V�� Nl 2nc. 31.606 33.06 M AL# Hangers / Ties 40 015A38 FF 58 81 B0 BB 7F49 00 99 2E 85 FB (J)HangerSupportRequired,byothers rM;itemr,wzf cl:ered f Ea�:�ladbyraas.tlKftrt1n=, (tt..t.&dzEHzFen l�c°a9:z 5R�vrna6atsa itr.�n�a SHl3 �cne�ztersr.�a. Wind Wind loads and reactions based on MWFRS. Wmad "'lu aidti dmtmt� cot `o" vimadsv'dw4 d=bd and*zcrragd"ffark Right end vertical not exposed to wind pressure. capim. -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI y andSBCA) safety bracing per BCSI. Unless noted olherwise,top chord shall practices prior to performing these functions. Installers shall provide have attached structural sheathing and bottom chord shall temporary have a crney properly attached npid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, as appf!cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to nnr zsrnznts ,ir drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. truss in conformance with ANSI!! PI 1, for handling shall not be responsible for any deviation from this drawing any failure to build the installation bracing trusses.A this drawing or shipping, and of seal on or listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. cover page _ . The suitbility 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 thisjob's general notes pao and these web sites: ALPINE: www.al inedw.com; TPI: www.tpinst.org• SBCA: www.sbcindu .coin [CC: www.iccsafe.a C 6 Job Number: 36CS00045 Ply: 2 SEQN: 686334 / T10 / COMN 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: AH DRW: Truss Label: 131 Wgt: 124.6 Ibs .. / ... 05117/2018 T N Cl) T =HI 4'4"6 6'8"15 10'8" 14'7"1 16'11"10 21'4" 4'4",6 2'4"9 3'11"1 3'11"1 .2'4"9 4'4"6 ._:H0710 D 1112X4 N8X8(R) E F 11 co t0 s) H0308(C3) 1112X4 III bxt(K) =HU/1U MSAb 1114Xb SEAT PLATE REQ. SEAT PLATE REQ. 21'4" - 1 1, T 4'2"10 + 26"5 + 3'11"1 + 311"1 26"5 4'2"10 4'210 6'8"15 10'8" 147"1 1T1"6 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.265 E 951 240 N 5577 13150 / - / - ! - 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.707 E 519 180 H 7979 14155 / - / - 1- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.104 1 - �) N Min Br Width Re 2.3 g q Mean Height: 19.69 ft g NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 3.3 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.858 Bearings N & H are a rigid surface. psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.804 Bearings N & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.706 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 HS, WAVE VIEW Ver: 17.02.02.1208.15 A - B 11 -11 E - F 3994 -7329 Lumber B - C 3696 F - G 3672 -6887 _6598 C - D 3879 6924 G - H 4174 -7911 Top chord 2x4 SP #1 D - E 3994 -7329 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 :Rt Wedge 2x4 SP #3: Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Nailnote B - M 60-3K -J -3 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. M 86 405 7250 821 Bot Chord: 2 Rows @ 5.50" o.c. (Each Row) dip L- K 6389 -3574 I - H 7298 -3842 Webs :11 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. "R Maximum Web Forces Per Ply (Ibs) Tens. Coin ems. Webs Tens.Comp. Webs p p. Special Loads No 047182. M - C 249 -382 K - F 1196 -751 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) - e C-L 373 -208 J-G 541 -1105 TC: From 55 pit at -1.00 to 55 plf at 21.33No D - L 1854 -1078 F - J 1823 867 BC: From 4 plf at -1.00 to 4 plf at 0.00 D - K 1150 -515 G -1 943 -422 BC: From 20 Of at 0.00 to 20 plf at 7.06 _ E - K 81 -49 BC: From 10 pif at 7.06 to 10 plf at 21.33 TATE OF BC: 3196 lb Cone. Load at 7.06 BC: 1259 lb Conc. Load at 9.06 BC: 1263 lb Conc. Load at 11.06,13.06,15.06,17.06 " 19.06,20.33 si�� . L Wind Wind loads and reactions based on MWFRS. 40 01 5A 38 FF 50 81.808E 7F48 00 99 2E 85 FB Thttit£m3rssir£esa alacM€i¢n /sd red'.zndtrafadby M"tILftrfin", 3*E (tt.. tPs.GiTt83'.ian lhm4a2e sivsrmabst� saga 5N3 3. i£tiCi&ZtLYACmda. num2dccp afrfzdcm==L mat cmul&wd%4wissd:salad and trsesia>ias:AP�£mt3gti£xsmde ms`:t �.mmmiitd"id rs� axrptdactmrsk cea�fas. **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, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrlretr bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, �m pt»tents>sta as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to • t. drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawingq 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 dfawing or cover page, listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfrP11 Sec.2. For more information see this'ob's general notes page and these web sides: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA: www.sbandu .coin; ICC: www.iccsafe.orcI I Job Number: 36CS00045 Ply: 1 SEQN: 686341 / T28 /HIPS 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Oty: 1 FROM: GLM DRW: Truss Label: B2 Wgt 95.2 Ibs / ... 0511712018 5' 12 T 5 p 3X6(A1)B 8'9"15 :12'4"5 16'4" 3`9"15 3'6"7 3'11"11 1112X4 =3X4 21'4" 5' 1112X4 =3X10 =H0308=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" r 1 5'1"12 + 3'8"3 3'2"1 .�1 3A'! + + 5'1"12 1 5'1"12 3 8'915 12' 127"Y3 16'2"4 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL):. 0.153 E 999 240 B 1335 / 781 / - ! - ! - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 E 882 180 G 1335 / 781 / - / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.042 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.078 I - - B Min Brg Width Req = 1.6 NCBCLL: 0.00 Mean Height: 19.33 ft Code / Misc Criteria Creep Factor: 2.0 G Min B Width Re 1.6 r9 q Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.376 Bearings B & G are a rigid surface. Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.610 Bearings B & G require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.362 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 23 -21 E - F 1857 -3289 Lumber B - C 1565 -2730 F - G 1566 -2730 C - D 1882 - 3322 G - H 23 - 21 Top chord 2x4 SP #1 D - E 1882 -3322 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. #1 hip supports 5-0-0 jacks with no webs. B - M 2471 -1400 K - J. 3334 -1901 Wind - M -L 2491 -1403 J-1 2491 -1404 Wind loads and reactions based on MWFRS. ` L - K 3334 -1901 I - G 2471 -1401 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. NO 04-IME C-M 291 -45 E-J 324 -337 r C - L 950 - 548 J - F 921 - 523 D - L 318 - 327 I - F 287 -45 L-E 22 -14 e TAT E OF 40 01 SA 3S FF 5B SI B0 BB 7F4B 00 99 2E 85 FB zk[t XJIA c kd by MmIzIMAftlsr, FE jsL, tPc..GiTFB2)Cat 12�e sitawa atrtcraang a SNAsi sszth endtaL@�s ax�sz_ and,cptaal xd=z Aarenot am-AAmd 4nnd=dscnlnd snd the .� 2ss2hertca4ttuo ¢cue n� .tom �r3fd �n amydc�tmrSs. wins. "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, inand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) toF safety practices prtor to performing these functions. Installers shall provide temporary cmep bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attachedrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61Q otnntrtt ttr as applicable. Apply ptales to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to I drawings 160A-Z for standard plate positrons. 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 pa e. listing this drawingg indicates acceptance of professronaTT engineering responsibility solely for the design shown. The su" suit -ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI I Sec.2. For more information see this JoUs general notes page and these web sites: ALPINE: www.al ineftw.com: TPI: wvnv. inst.o ; SBCA www.sbdndu .coin; IM www.iccsafe.org L Job Numb r: 00 045 Ply: I Truss Label: B 32S H o1 OL /DR Horton /4EG8 Galen-2432 "H" OL It 10 11.2 Ibs I FROM: AH 307 / T25 / JACK I DRW:/ 05/17/2018 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: 18.49 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 12 5 F�. C 2X4(A1) B 0) A D SEAT PLATE REQ. 1' 1� 1t Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 148. 196 / 132 /- 141 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 11 119 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -13 / 26 / 27 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.162 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.014 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 25 -14 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 u■ 0 40 015A 38 FF 58 81.80 88 7F48 00 99 2E S5 FB Ws fternhmbmnela MpedwitscatedbyLU'W4,1Wrttacs, (rt.u,:.aasc�l�s��uueamna„�ogaasa�a iiantisatBaaaaadc. tadcW=a3dYaiiror.:rr.,t Act=ns;I&Md%knEdandsealed and t1�5'fL9e�i au�ts�antka3tmcexsda snot $! arr.�ift3 on aa.g cdrtraisk saaa'Nix: "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 an 7 SBCA) foi 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 progefly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 10, Am mments to as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer 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 pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANS11TP11 Sec.2. Fnr mnra infnnnatinn sae this InWn neneml notes nave and these web sites- ALPINE: www.aloineihv.com: TPI: www.toinst.om: SBCA: www.sbdndustrv.com: ICC: www.iccsafe.orq n Job Number: 36CS00045 Ply: 1 1 SEQN: 686309 / T32 / JACK I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 10 FROM: GLM DRW: Truss Label: 13J3 Wgt: 12.6 Ibs I / ... 05/17/2018 12 C TT M T 2X4(A1) B A D SEAT PLATE REQ. 31 1r �� 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W B 191 1101 1 147 / - / 84 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 50 / 8 140 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 63 / 57 121 / - / - / 1.5 Des EXP: C HORZ L 0.003 D - ) Wind reactions based on MWFRS Code ! Misc Criteria .00 NCB CLL: 10.00 Mean Height: 18.91 ft Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.164 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.075 C Min Big Width Req = - Bearing B a rigidseatsurface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-B 23 0 B-C 24 -86 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. El O' ATE OF El 4001SA38FF5881808117F 49 00992E85FB rfafxltamBvabecascke� dF�»ed'aads�afad6yrAaserc9ktartb�¢r, ��. uc.�aris�}ca,rfucr�sesnarn�isaaf€aa abthmnaRt�stmdc. arbMd copimofffis documaAam not axs &red demandwAlad and lhcf as.2hai+t�ascaeaerrlr nc.t Exc mn*rified rat aergdectrm� rsLlns.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bVV TPI anc7'SBCA) toi safety practices prior to pertorming these functions. Installers shall provide temporarryy per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, icable. Apply rates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to Is 160A-Z for s�andard plate positrons_ 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�I 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 re of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. informallon see this ioUs general notes oaae and these weh sites- ALPINE, w alnineitw.mm, TPI- www_tninst om- SSCA: vnnv_sbcindustrv_mm- IM www_imsafe rtney nm�rrxnrsru N Job Number: 36CS00045 Ply: 1 SEQN: 686311 / T41 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM DRW: Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 05/1712018 T ) SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.33 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 endwali: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 5' Snow Criteria ,(Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - HORZ(TL): 0.008 D - Code / Mist: Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.301 TPI Std: 2014 Max BC CSI: 0.178 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 015ASB FF 5B 8i BD B67F48 00 99 2E S5 FB Thu itemtess been ek signed ard=ledtry F:iwnutB wrtt'=' n VL. Lk.V,371821 on the Acah0Vabat21A Wng a SK4A �thmnt&aiLsshea�f� &xtatader. i ..s�9thastl rametccxxtdcandssenvtifmalwakd aradti�::d.A:<ae3tenteit�osxsde m�ut Cs a<mifid-cnasxy+dccttarb_. pia. C 04 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 261 / 133 1189 / - / 128 / 8.0 D 89 117 167 I- l- /1.5 C 117 1106 /43 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 23 0 B-C 45 -100 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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly aid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracingg insTalied per BCSI sections B3, B7 or B10, le AnDTv Hales to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. Defer to a division of 'ipi 1,orforn acceptance any structure failure to build the g or cover pa e in. The su bratty anzy om/�ni'rrts:: ru A Job Number: 36GS00045 Ply: 1 1 SEQN: 686336 / T4 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OIL Qty: 7 FROM: GLM DRW. Truss Label: EJ5 Wgt: 16.8 Ibs .. / ... 05/17/2018 T SEAT PLATE REQ. C 1 4'11"15 1 } ` 4'11"15 Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U t Rw / Rh / RL / W B 261 / 133 / 189 / - / 128 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 69 117 / 67 / - ! - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 117 1 106 / 43 / - !- / 1.5 Des Ld: 37.00 EXP: C HORZ(fL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.33 It Factor2.0 Creep. B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.300 D Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.178 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " p g- C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0-000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. M STAXE. PT 40 015A38 FF 50 81 B0 BB 7F 00 93 2E 85 FB TdatriMm7vaxbacrs kctaun ys%nad mn9=fed W Llasca•1 Markher, �. {x't.. Uc.er>•S�!an G�mka3r.mhaw��aE¢Tv.g a Sari i sctlicr;tieaT�surla atcd c�taraisi� dc..rrvsra aam rust r.Lvex§ad.�r+erand sealmd and tise.�R,�2as�entkaS�rnsoleranttaca^ndf�iom mrdeamnk smylm or s ens. omp. or s ens. omp. A-B 23 0 B-C 45 -100 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) safety practices prior to performing these functions. Installers shall provide temporary nney bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTafled per BCSI sections 63, 67 or B10, dtn n+nrntxxae as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherv✓ise. itefer to I 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�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page• listing this drawingg indicates acceptance of 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. Farm inro"natinn s this inh's nr nnral nnfx nano and thxn—h si".s- AI PINF- ,uu va alninniAu min• TAP unuu fninef nm- CGra- w,nv ehrindnern, rnm• Irr• w..v,"..�"ro ..... 0 IJob Number: 36CS00046 Ply: 1 SEQN: 686315 / T5 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 25 FROM: GLM DRW. Truss Label: EJ7 Wgt 22.4 Ibs / ... 05/17/2018 T/ SEAT PLATE REQ. C Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 334 / 169 / 234 / - 1174 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 126 125 / 98 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.015 D - - C 169 / 165 / 63 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Mean Height: 19.74 It Code / Misc Criteria Cree Factor. 2.0 B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf p D Min Br Width Re Soffit: 2.00 BCDL: 5.0 p sf Bldg Code: FBC 2017 RES Max TC CST: 0.489 g q = - MWFRS Parallel Dist: D to h/2 Load Duration: 1,25 TPI Std: 2014 Max BC CST: 0.362 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 "' C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CST: 0.000 gearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 23 0 B-C 65 -127 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 A STATE OF 2- ON # ## SERIAL 4001 5A 38FF5B81BOBBW4800992E:85F8 S9sk leamHruR eiaslc md. 1,Wledby:Aar 4Martt�4 AK. lk.94311101 an Ann wbga SHAA =khdr,t =SCaseeda, "dccpbaoft&sdrxetermt� not--Aknd esnd.1.d �d thc�_...?A ias9b�es�cazkunmdm rnsstEas sErlfaed �tasr;s$ectmnk. . cmdlas. **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 andSBCA) for satPety practices prior to performing these functions. Installers shall provide temporary rrnetJ bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathingand bottom chord shall have a proerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insalled per BCSI sections B3, B7 or �10, om rgnerrts rai as applicable. Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of 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. P Job Number: 36CS00045 Ply: 1 SEQN: 686342 / T17 / HIP_ 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 2 FROM: GLM DRW: Truss Label: CJ5 Wgt 23.8 Ibs / ... 05/17/2018 Ti 1'5"12 SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.31 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Wind loads and reactions based on MWFRS 7'0"1 7'0"1 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.010 D - HORZ(TL): 0.019 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.438 TPI Sid: 2014 Max BC CSI: 0.3BB Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 t S 40 01 SA 38 FF 5B 8180 BB 7F48 00 99 2E 95 FB suit itarn has Wm ckdrrtr: /s4mad'md=W by Vaua lMarAftu, 'S(Z Lk.o47imt an tht eaaa nhavia aboa voia as3wi anthem Mt=W'dd. grindcapturt9dsdoax.W.,taraearatc ads2na�?mndsalad ;tndttaa.MfA lavffi at1mUca uAaraurbaxcct4ft~dearmy dmtrank Etas. Is] 11 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 227 / 142 / - /- /- 110.6 D 124 /17 /- /- /- 11.5 C 78 /57 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 12 -11 B-C 28 -16 Maximum Bot Chord.Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, bV TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temposrrYY einey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structure) 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 610, onr xtnerux rte as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to I draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group lnc.,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 shippingg, 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 9�awing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 36CS00045 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: CJ7 41 SEAT PLATE REQ. Ply: 1 I SEQN: 686313 / T26 / HIP_ Qty: 3 FROM: GLM Wgt: 37.8 Ibs 5'4"5 9110"1 5'4"5 4'5"12 IDA DRW: ... / ... 05/17/2018 1-5"12 9'4"2 94"2 _15°1P b,lch Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): 0.037 F 999 240 B 329 1232 / - / - ! - / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.126 F 999 180 E 357 1168 / - I - 1- 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.012 F - - D 52 / 49 / - / - / - 11.5 Des Ld: 37.00 EXP: C HORZ TL 0.026 F - - ( ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 19.72 ft 9 Code ! Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Sofft: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.447 E Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.981 D Min Brg Width Req = Bearing B a rigidseatsurface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.260 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02A2.1208. 55 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 12 -11 C-D 43 -54 Top chord 2x4 SP #1 B - C 439 -589 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 0 pif at -1 A8 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.48 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -5 lb Conc. Load at 1.41 TC: 126 Ib Conc. Load at 4.24 TC: 235 Ib Conc_ Load at 7.07 BC: 21 lb Conc. Load at 1.41 BC: 101 lb Conc. Load at 4.24 BC: 177 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 40 01 SA 38 FF 55 81B0 BB 7F 48 00 99 2E 85 FB cbioltamhuf crcaksima;ca gsd ned=*3caWby1Aar lraarkho4 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. B-F 584 -412 F-E 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 440 -624 .'T(Pt. M.W°'4TIMI on Lhadataafawwk Aam u ngaSN S, anttrai:cx wde. e�i�tn3'Cp�=Cx3tfl& d�tr flotc sti s4ra4md mind wed tlsc_ " -1 h¢ntka3sv'a ec la cft4ari�mcri$.ed ors �¢eNarsk aa�ks: "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building eln Component Safety Information, by TPI anrTSBCA) r safety practices prior to performing these functions. Installers shall provide temporary jfgmy, bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aftache5iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, onr rattenrs,ns as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (lifer to F 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 lI PI 1, or for handlin, shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing,indicates acceptance of pro-fessionaT engineering responsibility solely for the design shown. The suitbility and use of this dawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number. 36CS00045 Ply: 1 SEQN: 686327 / T2 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV1 Wgt: 40.6 Ibs .. / ... 05/17/2018 6'10"l 10710 r 6'10"1 35"9 B=4X4 1112X4 C 12 ril 5 p m o_ tV A 3X4(D1 -rica ul DF E 12X4 1112X4 10'3"10 J 6'1113 3'3"13 r 6'11"13 1 10'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W F* 75 143 /42 /- / 13 / 123 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.150 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.023 E - - Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.85 ft TCDL: 4.2 psf CreepFactor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.402 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.343 Chords Tens.Comp. Chords Tens. Camp. A - B 46 -85 B - C 3 -1 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.099 Loc. from endwall: not in 9.00 ft FT/RT'20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A - E 156 - 3 E - D 171 -6 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 333 -246 C-D 136 -97 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notesr4 . See DWG VAL160101014 for valley details. to o4 .00 *%STA *k j SERIALA 40 0I5A38 FF 50 81 BO BB 7F48 00 99 2E 95 FB T3.14 ltsm➢r bssnokctm fvigrrd'and.caled by &taravel mart", n(FL, 8 SNA.i. aTelEl CnCiG70"C59 G6d2. a"ts3 es�ims�.tth>� drxrsarrsnanse min caxvsd�smd si�sraas and smalad and tt�. a.'` aai.;t. cs 'a9 scdenizs[ to adacri bd M m7dectmni: rayln>.. *`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 for to these functions. Installers temporary and'SBCA) safety practices prior performing shall provide bracing per BCSI. Unless noted olherwise,top chord shall have attached structural sheathing and bottom chord shall have a propefiy arrey properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insla!led per BCSI sections B3, B7 or B10, �n; trrr = as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to t drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance ANSIIfPI 1, for handling installation bracing trusses.A this drawing with or shipping, and of seal on listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. or cover page_ . 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 jotft general notes page and these web sites: ALPINE: www.al inLitw.com: TPI: www. inst.o ; SBCA: www.sbdndu .com; [CC: www3ccsafe.orq Job Number: 36CS00045 Ply: 1 SEQN: 684377 / T21 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: MV2 Wgt 35.0 Ibs / ... 05/1712018 6'9"2 8'3"10 6'9"2 168 B=4X4 12 T 5 p C 1112X4 T _lo N N 1 A 3X4(Di N 1 �a DF E 1112X4 1112X4 8'3"10 r 6'9"2 V6"8 6'9"2 8'3"10 Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria ♦ Maximum Reactions (lbs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W F" 75 130 /40 /- / 9 / 99.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.056 E 999 240 BCLL: 0.00 ,Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.021E - - Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 21.67 ft TCDL: 4.2 psf CreepFactor. 2.0 Soffit: 2.00 BCDL: 5.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.327 Chords Tens.Comp. Chords Tens. Camp. A - B 64 -53 B - C 34 -11 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.080 Loc. from endwall: not in 9.00 ft FT/Rl .20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 126 -25 E - D 126 -25 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B - E 268 -202 C - D 70 -38 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional NotesVIP See DWG VAL160101014 for valley details. ,. 0- STATE OF 440 .A- '!. ft 3E IAL 40 015A38 FF 5B 8l 80 BB 7F4800 99 2E 85 FB V*itemaalwal.dbym2r.-tMartinez, PE£fL. I.tC. b^$7i$it C49 E�i�L&3a's:4i}gy6V1}.il}r�`i� Y"7fl� 952M=I a endattiencele- aaad tlse Sxak>7 ax.�hent;ca�cvscsssl¢ mte;t Lxt vrrH=wdrn a�de:trmr,:� runtca. "'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 Component Safety Information, by TPI ?m SBCA) toy safety practices prior to performing these functions. installers shall provide BCSI (Building temporary nrets bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lateral have bracing installed BCSI B3, B7 or 610, attacheyripid ceiling Locations shown for permanent restraint of webs shall per sections as applicable. Apply prates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ! mtterrts. taa drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ _ listing this drawing indicates acceptance of pro>essional engineering responsibility solely for the design shown. this drawing for is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. The suitability 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. inst.o : SBCA: www.sbandu .com; ICC: www.iccsafe.org Job Number: 36CS00045 Ply: 1 SEQN: 684375 / T22 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW, Truss Label: MV3 Wgt 28.0 Ibs / ... 05/17/2018 4'9"2 6-3"10 4'9"2 1'6"8 12 B-4X4 T 5 C 1112X4 P N 3X4(D1 A 11-1 Fi DF E 1112X4 1112X4 6'3"10 J 4'9"2 1-6"8 4'9"2 6'3"10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W F" 75 / 29 / 38 / - / 8 175.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.023 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.044 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 E - - F Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.007 E - � )� a 9 BearingA is rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 22.08 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Cade., FBC 2017 RES Max TC CSI: 0.219 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.171 Chords Tens.Comp. Chords Tens. Comp. A - B 44 -34 B - C 36 -12 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.065 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 88 -23 E - D 88 -23 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind B-E 220 -151 C-D 77 -40 Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 8'T"xrE OF * "m' ON SERIALt 40 015A 38 FF 5B 81,BO BB 7f 49 00 99 2€ 95 F8 3#a1r fiswd maniacs, a E. j>=L. Lk.Gi7.tSl2¢ ce` th�dsEc5lwswcaaE�rm sgm SFFA=i auihent%saY�is�r9x. 4'afatmd ags3�z�cf `� x{beat arm a7at er�ansind :�a�c.rsand :sslad Ttitl'tf�'�.R•i.Z4�tiCflC�daS1:�9SY4�C 19li5t YYC %"PfAf�d'CS13�, fiKlfflf3� =Ins. "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, byy TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary nney, bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Locations for lateral have bracing installed BCSI B3, B7 810, attached rigid ceiling shown permanent restraint of webs shall per sections or nm mnpnrs nz as applicable. Apply to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 7 Oates drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin� L7Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling installation bracing trusses.A this drawing conformance with or shipping, and of seal on or cover pa e. _ listing this drawing, indicates acceptance of professronat 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 ANSI1TP1 1 Sec.2. For more information see this'oUs ceneral notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SBCA' www.sbdndu .com; [CC: www.jccsafe.orq Job Number: 36CS00045 Ply: 1 SEQN: 6843731 T7 / VAL 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: MV4 Wgt: 18.2 Ibs ._ / ... 05/17/2018 2'9"2 4'3"10 I= 2,9„ 2 f 1 12 5 � B=3X4 A 3X4(D1) C=3X4(B1) T 1 D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 22.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C Additional Notes See DWG VAL160101014 for valley details. 4'3"10 -i 4'3"10 4'3"10 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 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Deft/CSI Criteria PP Deflection in too Udell U# VERT(LL): -0.007 999 240 VERT(TL): 0.016 999 180 HORZ(LL): 0.001 - - HORZ(TL): 0.002 - Creep Factor. 2.0 Max TC CSI: 0.091 Max BC CSI: 0.085 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 01 SA38 FF 50 8180 88 7F49 00 99 2E115 FB rhls itatnRsts tremakcttoa aSjs ecd'.md sealed by Var<aAWrtinat Vim. tic."zis2.1antha;�atcafayrart ada sr.�aa5i 1 astlient`fcrU==de. wblvd sm, iarafthk doewwat aw not ccr.96wad sitinadand sealed and tfaa*.�'4 aashen `Ltatisyscnfla eat ESim ma91t»d rx=jdatmniz copies. ♦ Maximum Reactions (ibs), or *=PLF Loc R /U /Rw /Rh /RL /W D* 75 127 136 / - / 6 151.6 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 224 -161 B-C 243 -179 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 152 -167 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Tuire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI ana'SBCA) top safety practices prior to performing these functions. installers shall provide temporary r BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to 60A-Z for sandard plate positions. a division of TPI 1; or for handimg shipping, mstanatior acceptance of pro essiona engineerii any structure is the responsibility of the ,is drawing,any failure to build the on this drawing or cover pa e. to design shown. The suitability rerieft omt>ntt�rttsy,ty Job Number: 36CS00045 Ply: 1 SEQN: 686352 / T36 / SPEC I 4EGB-Gaten-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW. Truss Label: 4M1 Wgt: 22.4 Ibs .. / ... 05/17/2018 n 1 2X4(A1) B 335 A �— 1' 12 4 p SEAT PLATE REQ. 5' 4'8"8 4'8"8 =2X4 1112X4 E C v� 1 SO T 04 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 E 999 240 B 254 1110 / 192 / - 186 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.020 E 999 180 D 179 / 95 / 112 / - /- 13.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.003 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.005 E - - (T )- B Min Br Width Re 1.5 g q NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 3.0 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.157 Bearings B & D are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.140 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.157 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 B - C 14 -94 Lumber Tap chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Webs 2x4 SP #3 B - E 62 -83 :Rt Bearing Leg 2x4 SP #3: Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. mx D - E 82 -20 C - D 646 -433 No 0471$2 1 L*o, , STATE 40 015A38 FF 5B 8180 BB 7F48 00 933E 85 F8 This ttmmissss k.cera cicaAms js nxd=d=afadby Ma vl mnttwx FE!&l, t%c.CdT.F93I rtrth�Caic xlwTwra warm g 0 sH;'u�l sctlseatica#eavccs8a. ztmd xt�ttsTat'•rh� darr^artarm ma32 c�asied s7dmm��ad sm��d grad the S�..Agi ¢ntka�a,ct+de r.7t�t 6m �rit�l.a4 acgdectror� YJ.'pIDS.. "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, byy TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary �rar bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, om rneflts T,r. as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. {2efer to T drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the t ss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seat on this drawing or cover page_ , listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this IoUs general notes page and these web sites: ALPINE: www.al ineftw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; IM. www1wsafe.orq t Job Number: 36CS00046 Ply: 1 SEQN: 686354 / T20 / JACK 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 6 FROM: GLM ' DRW: Truss Label: 4BJ1 Wgt: 11.2 Ibs ._ / ... 05/17/2018 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: It EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 12 4 2X4(A1) B A C D i SEAT PLATE REQ. 1' 1' 1r Snow Criteria ,(Pg,Pf In PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 147 / 100 / 133 1- / 29 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 10 / 11 / 19 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -13 / 24 / 26 ! - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Big Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.172 D Min Brg Width Req = - TPI Sid: 2014 Max BC CSI: 0.018 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. C A-B 19 0 B-C 20 13 40 015f488:FF 55818€A 813 7F49 00 99 2E 85 FB rhitlternriaskas�a ckPsedaad s�alcd 6y FAaszc9 Mnrttnca PEOL. tte.047LUl on the d=sfunweaba m acing aS9,4 i salifmnt�afkat cLda«+, Pb�ardcnpa3ch�:ei«t�natcrs�a�sed aarai xnd sealed and the WWIwAhcndca9i=md* nfact.ba acdikd an a Vd"tfank ctvlm 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, b TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary�r bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progerly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, tfnzrtt : xz as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to t' drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professions engineeringg responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. P— -- infra fi— inn thle inhlc ---t nnfce nano and therm weh sRes- Al PIMP u atninaitw min• TPI• www tninst nmr SRCA- www_sbeindustrv_mm, IM www.irlsafe.am -9 11 S H oOL /DR Horton /4EGB-Galen-2432 "H" OL I 45 ply-�SFROM:GLM686356 / T19 /JACK DRW. Truss La4EGB-GalJob Numb:n-2432bel: 4BJ3 Wgt 12.6 Ibs / ... 05/1712018 12 4 SEAT PLATE REQ. C TT0 li 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 187 1151 / - / 57 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 49 / 7 / 38 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: INA HORZ(LL): -0.002 D - - C 62 / 43 / 25 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Re 1.5 Q = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 D MiBWidth Re nr g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A - B 19 0 B - C 20 -61 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and CBC. B - D 0 0 No 047-102. gl �p OF STATE 40 015A 38 FF 55 8180 BB 7F48 00 99 2E 85 FB This Itcm Las btcn and zmntad by tA.Tzr lMattffiss, PE (FL, ttc."7=f m thadaw dawn aS:nvn ae ig a Sx .L as2as ts�ticatinsv cmd� ftnimd copim%JWA drxc=A no notccs^.� =d nignact and smniad and tf'c.5x :authcmtttaSv'msea3r nvstba wiftcd m mVdoctrank cmylas. —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) f0F safety practices prior to performing these functions. Installers shall provide temporary rrney bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structure) sheathing and bottom chord shall have a proper y attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 63, B7 or B10, rlrnrntx or as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. f2efer to t drawings 160A-Z for standard plate positions. AI ine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the miss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page. listing this drawing indicates acceptance of pprotessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.om: SBCA: www.sbcindustrv.com: I= www.iccsafe.orq Y Job Number: 36CS00045 Ply: 1 SEQN: 686358 / T16 / SPEC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW. Truss Label: 4CJ5 Wgt: 28.0 Ibs .. / ... 05117/2018 47 90 N T =2X4 D N = 2X4(A1) B A T s � F 1112X4E SEAT PLATE REQ. 7'0" 2 1'5" 6'8"10 6'8"10 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Wind Wind loads and reactions based on MWFRS Snow Criteria (P9,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): 0.020 E 999 240 F 220 / 116 / - / - / - Lu: NA Cs: NA VERT(TL): 0.078 E 999 180 D 176 / 57 / - / - / - Snow Duration: NA HORZ(LL): 0.006 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E - - Creep Factor. 2.0 F Min Brg Width Req = 1.5 D Min Brg Width Req = 3.0 Code / Misc Criteria Bldg Code: FBC 2017 RES Max T.0 CSI: 0.274 Bearings F & D are a rigid surface. TPI Std: 2014 Max BC CSI: 0.313 Bearing F requires a seat plate. Rep Factors Used: Yes Max Web CSI: 0.196 110.6 13.0 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) I Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE 1 VIEWVer:17.02.02.1208.15 A-B 9 -7 B-C 68 -110 - ` STATE Of 40015A38FF558160BB 7F 4800992E85F8 41sk ItgmhasbEmaakrtrcn§as jsd ned a,u acafedby+.e,.mml 64art1atc,4 (ri.. t@c.aaT.F92!'nn ¢A� daSa xhawieatxr�m u�ag a 5N�i msa2hert�aiaz�te;, ftlen'd copirttortti. doctmWa—not M'Wdeseil deg ad and waled awe tF¢8HA.3'�hantta8xrecccdasnv�[-4a x�edfeni osatsyd¢ct�arok codas.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 100 -52 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D-E 118 -12 C-D 419 -579 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating handlingshi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building i Safety Information, byy TPI and'SBCA) y salPety practices prior to performing these functions. Installers shall provide temporarryy r BCSL Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, le. Apply pales to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of ivi i,orrorn acceptance any structure —1 .— nee.0 —, failure to build the g or cover page in. The suitability nrie( nxponents tw SI Job Number: 36CS00045 I Ply: 1 SEQN: 682344 / T39 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 4 FROM: AH DRW: Truss Label: FT1 Wgt 130.2 Ibs .. / ... 05/17/2018 7'5"6 9'5"6 19'11 "8 r 7'S"6 2 10'6"2 - 11 �-- 2'6"12 1-10"2 2'4"10 —+— 2-6"12 2-6"12 =6X6 =3X4 AB C D �T W=3X4 1114X4(R) =3X4 =3X4 =3X4 =6X6 E F G H I J K L MN AD AC AB AAZ Y X W V U T S R Q P O 1112X4 =4X10 1112X4 =6X6 1112X6 =3X4 1112X4 =4X10 1112X4 W=H0308 1112X6 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.455 V 519 360 A 1096 I - l - I - ! - 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.794 V 379 240 N 1094 1- / - / - / - / 2.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.059 M - - A Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.081 M - - N Min Brg Width Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor. 2.0 Bearings A & M are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.950 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.918 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.751 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H - 1 0 -4366 I: NA GCpi: NA Plate Type(s): B - C 0 -1196 I - J 0 -3916 Wind Duration: NA WAVE, HS I VIEW Ver: 17.02.02.1208.15 C - D 0 -1162 J - K 0 -2862 Lumber D- E 0 -2868 K- L 0 -1153 E-F 0-3995 L-M 0 -1185 Top chord 4x2 SP #1 F- G 0-4500 M- N 0 0 Bot chord 4x2 SP #1 G - H 0 -4366 Webs 4x2 SP #3 Plating Notes Maximum Bot Chord Forces Per Ply (lbs) All plates are 4X6 except as noted. Chords Tens.Comp. Chords Tens. Comp_ Deflection AD -AC 0 0 V- U 4500 0 Max JT VERT DEFL: LL: 0.46" DL: 0.40". See detail AC -AB 2243 0 U- T 0 0 DEFLCAMB1014 for camber recommendations. A �°*"'s AB -AA 3495 0 U - S 4291 0 �� see AA- Z 3495 0 0 S- R 3507 0 3507 0 Additional Notes w� Z X 3495 Y- X 0 0 R- Q Q- P 2222 0 + 2x6 continuous strongback. See detail e s X- W 4499 0 P- O 0 0 STRBRIBR1014 for bracingand bridging 9 9 ft v W -V 4500 0 recommendations. Webs are square cut except dbl diagonals or as a Maximum Web Forces Per PI Ibs otherwise shown. Webs Tens.Comp. Webs Tens. Comp. Truss must be installed as shown with top chord up. STATE OFm ' s _ Res AD- B 14 0 G - U 146 -520 B -AC 1578 0 U - I 323 -69 io+ssss+s;sue AC-D 0-1456 870 1-8 S- 0 -521 ABAE -852 R 22 0 SERIAL* E-AA 19 -19 J-Q 0 -877 40015A38FF5B91608fi7F4900992E85FB E- X 755 0 X-F 0 -1270 Q- K K-P 891 0 0 -1442 T3,tsltemt=Larncie ztraacdam1UA.d6yt4aysiNFartiaer F-W 907 0 P-M 1563 0 fFt. tis.dTl93}an 12ezit42sluaevex awn aging a SY#A<2 V - G 233 - 228 M - O 14 0 ai.ihem�aas � plzmd 409e salttssa d�tmrm not ce Zkwed ltoo-xnd snied and klamwt , ACAV=2"ecda "W1 t+mmmdfW CA amydectra nk rayies. —IMPORTANT * FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re uire extreme care in fabricating handlin shi ping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building nengt Safety Information, by TPI and'SBCA) for sa�ety practices prior to pertorming these functions. Installers shall provide temporarryY aney �er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly rippid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or j310, c�nr rr�renrs r>t cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to t Is 160A-Z for standard plate position s. 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 Wsses.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. infounallon see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; [CC: www.iccsafe.org Job Number: 36CS00045 Ply: 1 SEQN: 682364 / T29 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OIL Qty: 6 FROM: GLM DRW: Truss Label: FT2 Wgt: 142.E Ibs .. / ... 05/17/2018 7'5"6 9.5"6 20'4" 7'5"6 + 2' + 10110"10 f'-3"1� I 5 Fi 1 F _ 2'6"12 -+ 1' l 0"2 —� �"� F _3 i —I =6X6 =3X4 =5X8 1114X6(R) 1113X6(R) W=3X4 =3X4 1112X4 =5X6 1112X4 AB C D E F G H I JK L M N O P 1112X4 =4X10 1112X4 =6X6 1112X6 W=H0308(I) 1112X6 =6X6 =3X4 20'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Sid: NA Pg: NA Ct NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.419 X 571 360 A 1108 ! - / - / - / - 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.732 X 416 240 Q 1125 / - / - / - ! - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.052 O - - A Min Brg Width Req = 1.5 EXP: NA HORZ L 0.071 O - - Q Min Brg Width Re 1.3 Des Ld: 55.00 Mean Height: NA ft �) q 9 Code ! Misc Criteria Creep Factor: 2.0 Bearings A & Q are a rigid surface. NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.679 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.868 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.761 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 1-1 0 0 1: NA GCpi: NA Plate Type(s): B - C 0 -1212 I - K 0 -4235 Wind Duration: NA WAVE, HS VIEW Ver. 17.02.02.12D8.15 C -D 0 -1177 K- L 0 -4235 Lumber D- F 0 -2910 L- M 0 -3421 E-F 0 0 M-N 0 -3421 Top chord 4x2 SP #1 F - G 0 -4236 N - O 0 -1950 Bot chord 4x2 SP #1 Webs 4x2 SP #3 G- H 0 -46O- P 3 0 H - I 0 -466767 Plating Notes All plates are 4X6 except as noted. Maximum Bot Chord Forces Per Ply (Ibs) (1) - plates so marked were sized using 0% Chords Tens.Comp. Chords Tens. Comp. Fabrication Tolerance, 0 degrees Rotational AE-AD 0 0 X- W 4803 0 Tolerance, and/or zero Positioning Tolerance. AD -AC 2272 0 W - V 0 0 - AC -AB 3553 0 W - U 4501 0 Deflection teffi AB- Z 3553 0 U- T 4501 0 Max JT VERT DEFL: LL: 0.42" DL: 0.36". See detail v - AA- Z 0 0 T - S 3953 0 DEFLCAMB1014 for camber recommendations. a 047102 14 40Z - Y 4815 0 S - R 2785 0 * Y- X 4820 0 R- Q 1087 0 Additional Notes 'i . + 2x6 continuous strongback. See detail Maximum Web Forces Per Ply (Ibs) STRBRIBR1D14 for bracing and bridging + m v recommendations. TE � Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as AE- B 14 0 W - 1 471 -34 otherwise shown. B -AD 1598 0 I- T 0 -369 Truss must be installed as shown with top chord up.ev AD- D 0 -1474 T - L 393 0 D -AC 888 0 L- S 0 - 723 AC-F 0 -873 M-S 0 -71 ' AL F -AB 20 -15 S - N 864 0 4001SA39FF5B810BOBB7F4900992E35FB F-Z 944 0 N-R 0 -116 Z-G 0 -1355 R-O 1200 0 Tut iromTr',ta .ern elatX xjyned ao=ladby UWAMIMartiner, G - Y 806 D O - Q 0 -1516 t'° OL. Lk. a4aa53tanthe dateMown abom W&O a SK43 Mdtenr=tkn=d& X- H 436 -133 Q- P 0 -15 H-W 11 -738 P-Q 0 -44 �taevds�afal. dwv¢�ratara not ramS�evad ssgsi.�ad slmd �,b thrz.:e7.R,2anCtaSrms�en�E fsa vctif3ad asc asrd�trar� imylax. "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, b TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary pry bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, nr n rtts uz as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. 1Wefer to !. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildint�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 pa e_ listing this drawing indicates acceptance of pro-fessionq 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 ANSI1TPI 1 Sec.2. For more information see thisJob's general notes page and these web sites: ALPINE: www.al ineKw.com; TPI: wane. inst.o ; SBCA www.sbcindu .com; [CC: wwx.Iccsafe.orcl Job Number: 36CS00045 Ply: 1 1 SEQN: 682366 / T30 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FT3 Wgt: 182.0 Ibs .. / ... 05117/2018 i 3 �{ $ 2'6"12 —+ 2'6"12 7 -{ 1'3"1--� =4X4 W=3X4 =6X6 =5X8 =4X4 W=3X4 1114X6(R) =5X6 1112X6 =5X6 1112X6 AB C D E F G H I J K L M N AA Z Y X W V UT S R Q P O 1113X4 =6X10 =6X6 1112X6 1114X6(R) =4X4 1113X6(R) W=H0308 =5X8 =5X8 W=H0308 =4X6 20'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Fig: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.330 V 724 360 A 1281 / - l - I - I - 13.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.578 V 527 240 O 1170 /- / - / - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.042 AA - - A Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 HORZ L 0.057 AA - - (T )= O Min B Width Re r9 q 1.3 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Cree Factor. 2.0 p Bearings A & O are a rigid surface. TCDL: NA psf Soffit: 0-00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.593 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.581 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.949 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H - I 0 - 5121 I: NA GCpi: NA Plate Type(s): B - C 0 -1547 I - J 0 - 5121 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -3831 J - K 0 -4076 Lumber D- E 0 -5123 K- L 0 -4076 E- F 0- 5540 L- M 0- 2303 Top chord 4x2 SP #1 F - G 0 - 55 M - N 0 -32 Bot chord 4x2 SP #1 G - H 0 -5537 Webs 4x2 SP #3 Special Loads Maximum Bot Chord Forces Per Ply (Ibs) —(Lumber Dur.Fac. 1.00 / Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC: From 50 plf at 0.00 to 50 plf at 5.85 TC: From 100 at 5.85 to 100 at 20.21 AA- Z 1 -1 U - T 5551 0 plf pit BC: From 5 If at 0.25 to 5 If at 5.85 BC: From 10 pif 5.85 to 10 plf 20.33 Z - Y 2993 D Y - X 4687 0 T - S S - R 5469 0 5469 D at at x TC: 183 lb Cone. Load at 1.85, 3.85, 5.85 ' v �e X - W 4687 0 R - Q 4742 0 Plating Notes; W- V 5503 0 V- U 5551 0 Q- P P- O 3301 0 1273 0 o 04,7162 All plates are 6X8 except as noted. Maximum Web Forces Per Ply (Ibs) Deflection Webs Tens.Comp. Webs Tens. Comp. Max JT VERT DEFL: LL: 0.33" DL: 0.25". See detail a DEFLCAMB1014 for camber recommendations. - OF AA- B 14 0 B-Z 1993 0 T - H H-R 143 0 0 461 e Z- C 0 R- J 501 0 Additional NotesAr -1914 C - Y 1109 0 J - Q 0 -864 + 2x6 continuous strongback. See detail �* -►# 110� STRBRIBRIO14 for bracing and bridging D - X 20 Q -QL 1005 0 recommendations. D- W 566 0 L- P 0 -1321 Webs are square cut except dbl diagonals or as 9)) otherwise shown. SERIAL W- E 0- 503 P- M 1362 0 Truss must be installed as shown with top chord up. 40 015A38 FF 58 8180 BB 7F48 00 99 2E 85 FB E - V 117 0 V-G 0 -20 M - O O-N 0 -1643 142 0 1%4iteirihnbtct tLaraik.*ned=1waledby;Aax lMtarttnrs, G-T 0 -119 N-O 0 -217 PE (FL. uce 0 7,122! m Vic dale shown abases vskig a SWA 1 acthentkcz&nmode. Ptb"dcr n9axoftidsd—Tcert—a.t caszad..d nad arad tea{ad gradthe S-Xis*'wuiha ttatft4mde msrri t;x arrifW— wrd.tmoc =IaL "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bVy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryY rrrrey bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 610, nm ranzrrts ur as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to i drawings 160A-Z for standard plate positrons. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI II PI 1, or for handling shippinct, installation and bracing of Wsses.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 dawing 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 inenwcom: TPI: www. inst.o ; SBC,4 www.sbdndu .corn; IM www.lccsaI`e.orcj Job Number: 36CS00045 Ply: 1 SEQN: 682332 / T24 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: FT4 Wgt: 36A Ibs / ... 05/17/2018 17"12 3'4" 1712 1'8"4 �-- 1-4"12 --{ 1'S"4 �3� 3 1112X4 =3X8 1112X4 A B C F E D =3X4 1114X4 =3X4 3'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI'Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in lcc Udell U# LOG R / U / Rw / Rh / RL / W F 183 / - / - / - / - / - TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.002 E 999 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.004 E 999 240 D 183 / - / - / - / - / - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 D - - F Min Brg Width Req = - Des Ld: 55.00 EXP: NAHORZ(TL): 0.000 D - - D Min Brg Width Req = - Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft TCDL: NA psf Creep Factor. 2.0 Soffit: 0.00 BCDL: NA psf BldgCode: FBC 2017 RES Max TC CSI: 0.101 Maximum To Chord Forces Per PI Ibs P y (Ibs) Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.035 Chords Tens.Comp. Chords Tens. Camp. A - B 3 0 B - C 3 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.034 Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: NA WAVE Chords Teits.Comp, Chords Tens. Comp_ Lumber F- E 104 0 E- D 104 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Hangers / Ties A- F 0 -83 B- D 0 -140 (J) Hanger Support Required, by others F - B 0 -142 D - C 0 -15 B- E 50 0 C- D 0 -70 Additional Notes ,'� � Webs dbl diagonals k- are square cut except or as otherwise shown. Truss must be installed as shown with top chord up. a� aa� � STATE OF ar .� SERIAL* 40 015A38 FF 50 81 BD BS 7F48 00 99 2E E5 FB Si,L iicmAsz rxee�, akzstr' aojxirisd a�'lscalad by b«saserc9 h4art6�es, °£ (�4. Etc.ffid7EHi.I cmtflc ^. zlEarra aExsvm estn�a SH�3 ar9atad cq?Lna'l&& lots asc mat csv Mued*-unfxnd saalad and tf� I auticcnt�ta2,s�a m�i 4,e asrEf�ira,.am-gdectrmr:Es c�ytai. —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[7'SBCA) ror safety practices prior to performing these functions. Installers shall provide temporary rr»ey bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly have bracing BCSI B3, B7 10, attacheTripid ceiling Locations shown for permanent lateral restraint of webs shall Installed per sections or rrr rvnents ❑z as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. {tefer to i 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 ANSIffPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page for the design shown. The suitability listing this drawing indicates acceptance of professionik engineering responsibility solely 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'ob's general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www.tpinst.orgSBCA wwwsbcindu .com ICC: www.icesafe.org Job Number: 36CS00045 Ply: 1 SEQN: 682427 / T23 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FT5 Wgt: 120.4 Ibs / ... 05/17/2018 I 10'0"4 18'0"2 f 10'0"4 } 7'11"14 F51 2-6"12 �1 2'6"12 i f _- 1�I I--3"' - f-1'3" -{ 1112X4 n Is�''� ii� is in — .:. — — :. •44 P III2A4 =3Ab 1112A4 VV=3A4 =4A4 K W =4X6 =3X6 18'0"2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.054 X 999 360 A 543 / - / - / - / - 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.094 X 999 240 p* 199 / - 1- ! - ! - 196.6 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.008 Y - - A Min Brg Width Req = 1.5 EXP: NA HORZ L 0,011 Y - - P Min Br Width Re Des CLLd: 10.00 Mean Height: NA ft �) 9 q 9 Code ! Misc Criteria CreepFactor. 2.0 Bearings A & S are a rigid surface. NCBCLL: 10.00 TCDL: NA psi Soffit: 0.00 BCDL: NA psi Bldg Code: FBC 2017 RES Max TC CSI: 0.635 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2014 Max BC CSI: 0.259 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.339 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H -1 712 0 I: NA GCpi: NA Plate Type(s): B - C 0 -540 I - J 323 0 Wind Duration: NA WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -508 J - K 323 0 Lumber D- E 0 -1051 K- L 323 0 E- F 0- 693 L- M 136 0 Top chord 4x2 SP #1 F- G 342 0 M- N 1 0 Bot chord 4x2 SP #1 G - H 712 0 Webs 4x2 SP #3 Special Loads Maximum Bot Chord Forces Per Ply (Ibs) —(Lumber Dur.Fac =1.00/ Plate Dur.Fac.=1.00) Chords Tens.Comp. Chords Tens. Comp. TC: From 50 plf at 0.13 to 50 plf at 5.85 TC: From 100 plf at 5.85 to 100 plf at 17.89 Z Y 0 0 U - T 302 0 BC: From 5 plf at 0.00 to 5 plf at 5.85 Y-X 1014 0 T-S 0 -404 BC: From 10 pit at 5.85 to 10 pif at 18.01 w *•� X - W 1069 0 S - R 0 -448 TC: 1681b Conc. Load at 1.85, 3.85, 5.85�+ - W - V 1069 0 R - Q 0 114 ,, • �� V-U 302 0 Q-P 46 0 Plating Notes All plates are 3X4 except as noted.No 0471$g w Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes See detail STRBRIBR1014 for bracing and bridging Z - B 13 0 H - S 0 162 recommendations. * B- Y 712 0 S- I 0 353 I STATE OF Webs are square cut except dbl diagonals or as Y - D 0 -660 1- R 170 0 0. otherwise shown. °� ► D - X 63 0 K - R 0 -106 * y� X-E 35 -26 R-L 0 -284 Truss must be installed as shown with top chord up.. �. *y °� E - W 18 -10 L - Q 11 -32 tl E-V 0 -511 Q-M 0 -254 V- F 545 0 M- P 0 -65 F-T 0 -895 N-P 0 -37 40 01 5A 38 FF 58 81E. S0 B8 7f 48 00 59 2c 85 FB T - G 600 0 P - O 0 7 G - S 0 - 690 M tternh=bcan s%ncd wJ s*aWby Maa .l Mmih r, �E fit., Ltc.0471921 on On dzza shawa abaw twni; a SPA-1 as�iendcaamdrt. meads InofxfiA tfonxrxra= not mm6mid sifwd;mtf salad J xnd trsa EaAa t.'htianf;p9i 4r tfenwC ba*wiftd ca mydcctrark maim. *'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp on Safety Information, bV TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryv mref, bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq insfalled per BCSI sections B3, 67 or 61Q ntn r�neirtrie as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. 12efer to 7, 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 I... in conformance with ANSIlfPI 1, or for handlin,, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infonnalion see this IoWs-general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SSCA' www.sbcindu .com; ICC: www.iccsafe.or C Job Number: 36CS00045 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: FT6 7'4"14 7'4"14 F5 d �-- 2'612 ---J-- 1'9"10 -� 1115X6(R) =3X4 AB C D AA Z 1112X4 =4X10 =3X6 1113X4(R) E F Ply: 1 SEQN: 682422 / T31 / SY42 Qty: 8 FROM: GLM DRW: Wgt:120.4Ibs, / ... 9-4"14 18'0"2 2' 8'7"4 1'10"4 —4-L 1 3 1`t� 1'3" W=3X4 1113X4(R) =3X4 =3X6 G H I J K L M Y X WV U T S R Q P O N =4X4 1112X4 1115X6(R) III2X6 W=H0308 1112X6 =5X6 18'0"2 05/1712018 I T `v Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.283 S 747 360 A 981 / - / - /- /- 13.0 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.494 S 544 240 N 998 / - / - /_ /_ /_ BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.043 L - - A Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ 0.059 L - - �L) N Min B Width Re � q NCBCLL: 10.00 Mean Hei Height: NA ft 9 Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.658 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.656 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.661 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 G - H 0 -3455 1: NA GCpi: NA Plate Type(s): B - C 0 -1052 H -1 0 -2888 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -1020 I - J 0 -2888 Lumber D- E 0 -2484 J- K 0 -2888 E- F 0- 3342 K- L 0 -1687 Top chord 4x2 SP #1 F - G 0 - 3653 L - M 3 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AA- Z 0 0 T - S 3653 0 Hangers I Ties Z- Y 1970 0 S- R 3648 0 �()� Y- X 2992 0 R- Q 0 0 (J) Hanger Support Required, by others esar X - W W U 2992 0 2992 D R - P P O 3273 0 2369 0 Deflection�k - V-U 0 0 - O-N , 956 0 Max JT VERT DEFL: LL: 0.28" DL: 0.26". See detail . + U - T 3652 0 DEFLCAMB1014 for camber recommendations_ Additional Notes 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging AA- B 13 0 G - R 0 -654 recommendations. SIT TE OF B- Z 1388 0 R- H 411 0 Webs are square cut except dbl diagonals or as " Z - D 0 -1277 H - P 0 -525 otherwise shown.' top D- Y Y - E 714 0 0 -692 J- P P - K 0 -84 677 0 Truss must be installed as shown with chord up. 1 -97 c hat E-U 576 0 O-L 1017 0 URA,. U-F F- T 0 -923 643 0 L-N N- M 0 -1333 0 -15 40015A38FF5981BOBB7F4800992E95FB S-G -411 -126 M-N 0 -44 aisle itemhasbeea altaw:ea40 s}pod 2ndwAAd by mamxl rot 01nos a"'� (rL. t@t.C47E9Y! cn L�,mdaac aYtisswttatuuam stag aSN3 1 ��entknsieatexrJr. mg"'d CC9in0f&1A decumatate not azwimld sadmdsled end tivzrY.R.Zav4henC&a7tmsu cmr�t be reedf3 immydatmnk �los: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ctrrey bracing per BCSL Unless noted othermse,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, 67 or 610,m jtrtlents „r as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff.LLComponents 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 handlin, shipping, installation and bracing of trusses.A seal on this rawing or cover page. _ listing this drawing,indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al Ineiiw.com: TPI: www.tpinstorg SBCA www.sbdndu .coin [CC: www.iasafe.e Job Number: 36CS00045 Ply: 1 1 SEQN: 6824311 T34 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 8 FROM: GLM DRW. Truss Label: FT7 Wgt: 117.6 Ibs .. / ... 05/17/2018 578 778 5'7"8 2' 8" 12 F5 f� 2,6" 1 1-11" — ►� =4X6 1115X6(R) =3X4 1114X6(R) AB C D E F I Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Plating Notes All plates are 2X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Deflection Max JT VERT DEFL: LL: 0.29" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 17'3"2 9'7"10 rl r,� 2 6" �I 3111 —3" 1—�-- 2'6" --f — 1'3" —I W=3X4 1113X4(R) =3X4 =4X4 =4X6 G H I J K L M N �i�� j'� a Pi ►: � � ►�� Ii is =6X6 =5X6 1114X6(R) 1113X6(14) =4X4 =3X6 =4X6 =4X6 W=H0308 17'3"2 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for. Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.293 U 691 360 A 939 / - ! - / - / - 13.0 Lu: NA Cs: NA VERT(TL): 0.512 U 503 240 O 956 / -- Snow Duration: NA HORZ(LL): -0.039 M - - A Min Brg Width Req = 1.5 HORZ(TL): 0.053 M - - O Min Brg Width Req = - Code / Misc Criteria Creep Factor. 2.0 Bearing A is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.805 TPI Std: 2014 Max BC CSI: 0.699 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.629 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 0 0 H -1 0 -3190 Plate Type(s): B- C 0 -1002 I- J 0 -3190 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -972 J - K 0 -2710 D- E 0- 2342 K- L 0- 2710 E-F 0 -3175 L-M 0 -1603 F-G 0 -3198 M-N 3 0 G - H 0 - 3209 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z- Y 0 0 T- S 3302 0 X- Y-W 1868 D S-R 0 0 ° X-W 0 0 S-Q 3074 0 W-V 2724 0 Q-P 2261 0 V- U 3198 0 P- O 913 0 U - T 3305 0 No 047102 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ w Z-B 12 0 S-J 251 0 B-Y 1321 0 J-Q 0 -495 a� Y-D 0-1204 K-Q 0 -67 D- W 660 0 Q- L 611 0 W-E 0 -773 L-P 0 -915 V-F 1023 � -466 M-O 0 -1274 Py G-U 307 -118 O-N 0 -15 SERA$.P U- H 217 -495 N- O 0 -44 T 40015A3,8€F5081BOBB7F480099.2E95FB H-S 18 -315 Thuxo-=aWbymar<Amatmax, ?'z (Ft, t�.4Ara393f onfAc�a2¢sh�raaalxiw�er.�gaSNA»i ?t¢atad xr}�arctds dtrrr.¢m,¢ar� ¢�u¢ czma$�§caad s�mmn? anJ xaiasf axn6 SIB �5A4 asrthanYtaSiiusysleraur ��mrif'�sl rm �dactmal- tcylas_ —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre 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 nrre/>, bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attachesrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, orx ranenrsyru as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise_ (2efer to i 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 ANSIlfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awing or cover page_ . listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. into ; SECA www.sbdndu .corn: ICC: www.iccsafe.o t Job Number: 36CS00045 Ply: 1 SEQN: 682407 / T38 / SY42 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: FTB Wgt: 137.2 Ibs .. / ... 05/17/2018 5'8" TB" 19,10" f' S.B.. 2. 127 J t" _ 76" 1 2'5" =4X6 1115X6(R) =3X4 =4X10 AB C D E AC AB AA Z Y ==5X6 =5X6 1114X6 =3X4 1113X4(R) W=3X4 =4X4 F G H I J K X WV U T S 1113X6(R) =4X4 W=H0308 =4X6 =4X6 1T4" F1'1"4 { =4X6 =3X4=2X4(R) L M N O P -375 T 'v � 1 R Q =4 10 =4X4 —j — 2'6" r 19'10" J Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf. NA Ce: NA VERT(LL): 0.292 X 699 360 A 943 I - l - I - l - 13.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.558 X 510 240 R 1239 / - / - / - ! - 14.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): -0.037 L - - A Min Brg Width Req = 1.5 EXP: NA HORZ TL q 0.053 L - R Min Big Width Re 1.3 NCB Des CLL: 10.00 .00 Mean Height: NA ft ( ) Code / Misc Criteria CreepFactor. 2.0 Bearings A & R are a rigid surface - Soffit: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2017 RES Max TC CSI: 0.925 Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2014 Max BC CSI: 0.844 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.618 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(0)/10(0) Mfg Specified Camber: A - B 0 0 H - I 0 -3201 I: NA GCpi: NA Plate Type(s): B - C 0 -984 I - J 0 -2711 Wind Duration: NA WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -957 J - K 0 -2711 Lumber D- E 0 -2355 K- L 0 -1581 E-F 0 -3193 L-M 273 0 Top chord 4x2 SP #1 F - G 0 - 3201 M - N 273 0 Bot chord 42 SP #1 Webs 4x2 SP 93 G - H 0 - 3201 N - O 0 -5 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Camp. Additional Notes AC -AB 0 0 W- V 0 0 AB- Z 1833 0 W- U 3079 0 + 2x6 continuous strongback. See detail 1, ew» AA-Z 0 0 U-T 3079 0 STRBRIBR1014 for bracing and bridging #aa Z - Y 3178 0 T - S 2252 0 recommendations. %� Y _ X 3193 0 S - R 891 -12 Webs are square cut except dbl diagonals or as + mn+ X - W 3302 0 R - Q 0 -61 otherwise shown. 4 " Truss must be installed as shown with top chord up.00 Maximum Web Forces Per Ply (Ibs) ' Webs Tens.Comp. Webs Tens. Comp. eawAC-B 12 0 J-T 0 -67 TAT E OT B -AB 1298 0 T- K 646 0 " AB-D 0-1180 K-S 0 -955 D- Z 726 0 S- L 982 0 Z-E 0-1121 L-R 0 -1291 F- X 228 -156 R- N 0 -288 X- G 267 -488 N- Q 89 0 () G- W 47 -344 O- Q 0 -42 4001SA38FF50818OBB7F480099.2E85FB W-1 278 0 P-Q 0 -11 That WO Iddhy MVl MaMna. I-T 0 -522 'P'E {rL. tit.�r;Fs3.l s�'Rtu G°aS2�YlTrtro�saCFSvaa9t'a'nga5###+3 3z'UEtrit�aTztt9c. FmIlde idsartfiisdocnrm a=zmotcsrakkffmdAp"andBodied .a the mmo.'d au9Bent sFsacafem--% be*adf&hd on amyd"tm"k- . sdrdds: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r safety practices prior to pertorming these functions. Installers shall provide temporary aney bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om mnents: az as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinhComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSITI 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 drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineft.mm; TPI: www. into ; SBCA: www.sbdndua .mm• IM www.locssfe.orcl Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.31" DL: 0.29". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Job Number: 36CS00045 Ply: 1 SEQN: 682411 / T43 / SY42 I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL ' , Qty: 7 FROM: GLM DRW: Truss Label: FT9 Wgt: 119.0 Ibs / ... 05/171201 B 5'8" 5'8" F5 d �— 2'6'12 1115X6(R) =3X4 AB C D 3' I E 7'8" 17'4" 2' 9'8" 1 �'-3 12T3"1� 1,3 1113X4(R) 1112X4 W=3X4 =3X4 1112X4 =4X4 1112X4 F G H I J K L M �� jig I♦Ip"4PAO I� IIIGA4 =OAb --DAD IIIGAb IIIJAb(K) "" =JAO W=H0308 17'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 / - / - / - / - 13.0 Lu: NA Cs: NA VERT(TL): 0.547 T 504 240 N 960 /- / - / - / - 14.0 Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5 HORZ(TL): 0.054 L - - N Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & N are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.908 TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.628 Chords Tens.Comp. Chords Tens. Comp. FT/RT-12(0)110(0) Mfg Specified Camber: A- B 0 0 G- H 0 -3218 Plate Type(s): B- C 0 -1000 H- 1 0- 3218 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -970 1- J 0 -2726 D- E 0- 23TT J- K 0- 2726 E-F 0 -3212 K-L 0 -1611 F-G 0 -3221 L-M 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y-X 0 0 S-R 3319 0 X-V 1863 0 R-Q 0 0 W- V 0 0 R- P 3096 0 V- U 3198 0 P- O 2273 0 U-T 3212 0 O-N 918 0 * °os T - S 3323 0 No 7 02 *10 10 X to Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y-B 12 0 R-I 254 0 B-X 1318 0 I-P 0 -502 � E N,,. � 8, , X - D 0 -1200 J - P 0 - 68 s �a D-V 716 0 P-K 616 0 a V-E 0-1114 K-O 0 920 �ffia r&s E- U 497 0 O- L 965 0 T t T- G 220 -495 N- M 0 -1215 80 G-R 46 -315 M-N 0 44 KVku 40015A38 FF5681B08B7F4800992E85 FB Mk Iterr 1becra eladronkz'lys td and scaled by mim el Mzrtkw, n- FL. Lk-XII71112f ca 6&daSxshawn abx rr108a 5HA-2 aaadSersCsa:sode. amd crF ¢itfif: dtxermaira not cmildesad land subd aaad ti Tax�thsnttra4 astnfla nwst bAva3fae^at en Wirdectront �fns. "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 ant7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rttr bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om Junzntxuz as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of Wsses.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 pawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more information see this Ws general notes page and these web sites: ALPINE: www.al inenw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.arq IIIGA4 =OAb --DAD IIIGAb IIIJAb(K) "" =JAO W=H0308 17'4" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.310 T 657 360 A 943 / - / - / - / - 13.0 Lu: NA Cs: NA VERT(TL): 0.547 T 504 240 N 960 /- / - / - / - 14.0 Snow Duration: NA HORZ(LL): -0.039 L - - A Min Brg Width Req = 1.5 HORZ(TL): 0.054 L - - N Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 2.0 Bearings A & N are a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.908 TPI Std: 2014 Max BC CSI: 0.788 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.628 Chords Tens.Comp. Chords Tens. Comp. FT/RT-12(0)110(0) Mfg Specified Camber: A- B 0 0 G- H 0 -3218 Plate Type(s): B- C 0 -1000 H- 1 0- 3218 WAVE, HS VIEW Ver: 17.02.02.1208.15 C - D 0 -970 1- J 0 -2726 D- E 0- 23TT J- K 0- 2726 E-F 0 -3212 K-L 0 -1611 F-G 0 -3221 L-M 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Y-X 0 0 S-R 3319 0 X-V 1863 0 R-Q 0 0 W- V 0 0 R- P 3096 0 V- U 3198 0 P- O 2273 0 U-T 3212 0 O-N 918 0 * °os T - S 3323 0 No 7 02 *10 10 X to Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y-B 12 0 R-I 254 0 B-X 1318 0 I-P 0 -502 � E N,,. � 8, , X - D 0 -1200 J - P 0 - 68 s �a D-V 716 0 P-K 616 0 a V-E 0-1114 K-O 0 920 �ffia r&s E- U 497 0 O- L 965 0 T t T- G 220 -495 N- M 0 -1215 80 G-R 46 -315 M-N 0 44 KVku 40015A38 FF5681B08B7F4800992E85 FB Mk Iterr 1becra eladronkz'lys td and scaled by mim el Mzrtkw, n- FL. Lk-XII71112f ca 6&daSxshawn abx rr108a 5HA-2 aaadSersCsa:sode. amd crF ¢itfif: dtxermaira not cmildesad land subd aaad ti Tax�thsnttra4 astnfla nwst bAva3fae^at en Wirdectront �fns. "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 ant7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rttr bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, om Junzntxuz as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of Wsses.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 pawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more information see this Ws general notes page and these web sites: ALPINE: www.al inenw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.arq Job Number: 36CS00045 Ply: 3 SEQN: 682433 / T33I FLAT 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL City: 1 FROM: GLM DRW: Truss Label: FG1 Wgt: 117.6 Ibs / ... 05/17/2018 1, 5'$" 179 + 3-10"2 + 5-9 "3 } 7'8"4 + 9'7"5 11'6"6 13-3"15 15'3" 1'9"9 2'0"9 1,11"1 1'11"1 1'11"1 1'11"1 1'9"9. 1111"1 1112X4 =4X10 =4X6 =4X4 =4X4 =4X10 =3X10 A B C D E F G H I T 1 =JAIU =4Ab =4X4 =4X4 =4AlU =4A'IU f 1'9"9 2-2"9 H" 5 Loading Criteria (psf) Wind Criteria TOLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA 168" 1-11"1 + 1'11"1 i 1'11"1 f 2-0"9 f 1-11"1 i 1'9"9 4'1"10 6'0"11 7'11"12 9'10"13 11'11"6 13'10"7 15'8" Lumber Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP 93 :W3 2x4 SP #1: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac.=1.00I Plate Dur.Fac.=1.00) TC: From 50 pif at 0.00 to 50 pit at 15.67 BC: From 5 plf at 0.00 to 5 plf at 15.67 TC: 998 lb Conc. Load at 0.54, 2.48, 4.48, 6.48 7.52, 9.52,11.52,13.52 Plating Notes All plates are 3X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" cc in lieu of structural sheathing. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.262 E 718 360 R 4842 /- l - I- I- /_ Lu: NA Cs: NA VERT(TL): 0.458 E 522 240 J 4001 / - / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.039 A - , R Min Brg Width Req = - HORZ(TL): 0.053 A J Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 2.0 Bearing J is a rigid surface. Bldg Code: FBC 2017 RES Max TC CSI: 0.557 TPI Std: 2014 Max BC CSI: 0.572 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.878 Chords Tens.Comp. Chords Tens. Comp, FT/RT:20(0)/10(0) Mfg Specified Camber: A - B 0 -16 E - F 0 -6420 Plate Type(s): B- C 0 -2970 F- G 0 -5844 WAVE VIEW Ver: 17.02.02.1208.15 C - D 0 -4929 G - H 0 -4563 D- E 0 -6095 H -1 0 -2536 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. R- Q 2677 0 N- M 6023 0 Q- P 4731 0 M- L 4854 0 P- O 6028 0 L- K 2939 0 O- N 6500 0 K- J 12 0 dye A" �+ea� Maximum Web Forces Per Ply (Ibs) - Webs Tens.Comp. Webs Tens. Comp_ ez ' op, 10 ' No 047182.' A - R 0 - 305 R- B 0 -2923 N - F F- M 451 0 0 - 566 e B-Q 927 0 M-G 1123 0 Q-C 0 -1998 G-L 0 -919 ' C- P 628 0 L- H 1843 0 44 P- D 0 -124 D- O 212 0 0 H- K K- I 0 -1275 2773 0 ,"a „ . O E 0 460 I J 0 -1236 &- �9 ab - - - E-N 3 -254 40015A38 FF5081.BO8B7F4800992E85 FB Additional Notes IMitem ubem�tedtrjm2ts lmartkw, PftnTruss must be installed as shown with top chord up. ut.r°ztet'r�°f °wnat ngasr;a a �hentcat�r,Ixfa. 2a9atnde�lxs.�tt�s tlosca�at �m mr�tcaarosdasi! :>�ere� s�ntnsY an! thc�#A,- �RYsentSiasav�seede msrst bm a�xeNse�� a�y*r9ectrsrSz•.. as�!os: "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 Componenf Safety Information, byy TPI an7'SBCA) toi safety practices prior to pertorming these functions. Installers shall provide temposrryV ctrrey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy attached rigid ceiling Locations shown for permanenYlateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, �tren{s rtr 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 positrons. Alpine, a division of ITW Buildinc�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 handlia, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of pro essionEk engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbcindu .com• IM wwwkcsafe.ong Job Number: 36CS00045 Ply: 3 SEQN: 682437 / T35 / FLAT 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 1 FROM: GLM DRW: Truss Label: FG2 Wgt: 117.6 Ibs ! ... 05/17/2018 1, 5'8" 15—"I 1'9"9 + 3'10"2 + 5'9"3 I 7'8"4. + 97"5 } 11-6"6 '�— � 1'9"9 2'0"9 1,11"1 1,11"1 1'11"1 1,11"1 1'9"9 1,11"1 1112X4 =3X10 =4X6 =4X4 =4X10 =3X10 A B C D E F G H I =4X10 =4X6 =4X4 =3X10 =4X1U 15,81, I' 1'9"9 + 1-11"1 + 1'11"1 1-11"1 I 1-11"1 } 279 { 1'11"1 +� 119"9 5H2'2"9 4-1"10 6711 7'11"12 9'10"13 11'11"6 13'10"7 15'8" " Loading Criteria (psf) TCLL: 40.00 Wind Criteria Wind Sid: NA Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc Udefl U# ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W R 4246 /- /_ /_ /_ /_ J 4266 / - / - /_ /_ 13.6 TCDL: 10.00 BCLL: 0.00 Speed: NA mph Enclosure: NA Pf: NA Ce: NA Lu: NA Cs: NA VERT(LL): 0.257 E 731 360 VERT(TL): 0.450 E 532 240 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.039 J - - R Min Big Width Req = - Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24 .0" EXP: NA Mean Height: NA ft 9 TCDL: NA psf BCDL: NA psf BCDL: Parallel Dist: NA MWFRS C&C Dist a: NA ft HORZ L 0.054 J - - � )� CreepFactor: 2.0 Max TC CSI: 0.502 Max BC CSI: 0.996 Max Web CSI: 0.769 J Min B Width Re 1.7 � q Bearing J is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes A - B 0 -15 E - F 0 -5688 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: I: NA GCpi: NA Plate Type(s): B - C 0 -2693 F - G 0 -5292 VIEW Ver: 17.02.02.1208.15 Wind Duration: NA WAVE C - D 0 -4418 G - H 0 -4210 Lumber Top chord 2x6 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP 93 :W3 2x4 SP #1: Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 2 Rows @ 4.50" o.c. (Each Row) Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC: From 50 pif at 0.00 to 50 pif at 15.67 BC: From 5 plf at 0.00 to 5 pif at 15.67 TC: 956 lb Conc. Load at 0.85, 2.85, 4.85, 6.85 8.85,10.85,12.85,14.85 Plating Notes All plates are 3X4 except as noted. Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. M 40 015A38 FF 58 81 BO BB 7F48 00 99 2E S5'FB Additional Notes Thu Item V :mlmzrttnar Truss must be installed as shown with top chard up. M101, �'xazt>tzian t>eas¢ztmwn atxiirangasHka entftaaieaacat¢ ptisted coplesafthk daalvm minotamdAnradlkztdandsalad mdthx tmverifedca=ydecttark aasl¢r. D- E 0- 5396 H- 1 0- 2405 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R- Q 2431 0 N- M 5444 0 Q- P 4252 0 M- L 4464 0 P- O 5339 0 L- K 2787 0 O- N 5735 0 K- J 14 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A- R 0- 237 N- F 277 0 R-B 0 -2655 F-M 0 -481 B-Q B27 0 M-G 940 0 Q-C 0 -1770 G-L 0 -801 C-P 523 0 L-H 1616 0 P- D 0 -1046 H- K 0 -1208 D- O 160 0 K -1 2627 0 O-E 0 -385 I-J 0 -1338 E-N 3 -150 -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, byy TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary rrsey 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 permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, or» vNent's or as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to / . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�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 handl% shippinlq, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes oaae and these web sites: ALPINE: www.aloineitw.com, TPI: www.toinst.om, SBCk wwwsbcindusW.com: IM wwwkcsafe.ora Y L Job Number: 36CS00045 Ply: 1 1 SEQN: 686376 / T44 / EJAC 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 3 FROM: GLM DRW: Truss Label: 4EJ3 Wqt: 12.6 Ibs I I ... / ... 05/17/2018 T 12 4 F_� SEAT PLATE REQ. C 31 Irons 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in 'too Udell U# 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 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.002 D - Des EXP: C HORZ L 0.002 D ) Code / Misc Criteria .00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.184 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.069 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. No, 047182; 40 015A 38 FF 5B 81 BO BS 7F48 00 9S 2E 95 FB Thuam &mW by Uauq mztin", T T CV �, d' r- � h 1 1 ♦ Maximum Reactions (Ibs) Loc R I 1Rw /Rh /RL /W B 194 189 / 154 1- / 58 17.5 D 49 /6 /39 /- /- /1.5 C 62 143 124 /- ! - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -62 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �£ (R. ttc.Yi7rE2{ cnLhasa:3cshaaen ate u^.ga Si?S•<1 aL51i'IE:iIIA'PYCiY9�.. ftbmdccipba idis dere-mcray not cazwl& od s4na2nd seated and ltscsLSssrt}aeni4talsusc�lm nrcti sfiEe ase saydectwrsk cVlas. "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI an r7 SBCA) y safety practices prior to performing these functions. Installers shall provide temporary alrey bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10,nr ,npnts:,,r as applicable. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to f... drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents 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 drawl ngg indicates acceptance of professrona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. �m Job Number: 36CS00045 Ply: 1 SEQN: 6863781 T371 HIP_ 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW: Truss Label: 4CJ3 Wgt 15.4 Ibs / ... 0511712018 A 12 2.83 2X4(A1) B E SEAT PLATE REQ. C M D 4'2" 14 VY ® J 4'2" 14 Loading Criteria (psf) Wind'Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi L/# LOG R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA E 151 177 1- ! - l - 110.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 70 /4 /- /- /- 11,5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.001 D - C 36 / 5 / - / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ 0.004 D - ( )TL� Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.081 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.111 C Min Brg Width Req = - Bearing E a rigid Spacing: 24.0 " P g C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 r aseatsurface. Bearing E requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1 208- Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 9 -7 B-C 9 -2 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Wind loads and reactions based on MWFRS. B - D 0 0 40015A38.FF558180BB7F 49 00992ESSFB TIIU ftam etzbr mNscSres s,}s8mad=f lad by ilsa wel Martinw.� 'rE(FL. ibt..rAT02t an the daW shown Am usang i3 SHA4 ar.9ilmntse danwr & Fund 4a9tm5zftNA dm=s A sn notcunnimrmd u4natii and s 10d ara6tl�.�i�;d.asrGheni�tat�As�*fleew�t'i�mcrlr�cdmsaays9atttmr3s ' ca�las.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary nney bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, nm xrnent� ur as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to J 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 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engineeringg 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'oUs general notes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iocsafe.org Job Number: 36CS00045 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Truss Label: 4132 N 13 12 4 p A 2X4(/ r Ply: 1 SEQN: 686380 / T12 / HIPS Qty: 1 FROM: GLM DRW. WgL 44.8 Ibs _. / .. 3'0"8 6'11 "8 10, 3'0"8 3' 11 " 3'0"8 SEAT PLATE REQ. C-4X6 -D 4 1F ui ZA-+ = OA'r SEAT PLATE REQ. 10' 3'2"4 3'512 3'4" i~ 1' 374 6'8" 10, 1' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 55 pif at -1.00 to 55 pif at 3.04 TC: From 27 plf at 3.04 to 27 plf at 6.96 TC: From 55 plf at 6.96 to 55 plf at 11.00 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 pif at 0.00 to 20 pif at 3.07 BC: From 10 plf at 3.07 to 10 plf at 6.93 BC: From 20 plf at 6.93 to 20 plf at 10.00 BC: From 4 plf at 10.00 to 4 pif at 11.00 TC: 97 lb Conc. Load at 3.07, 6.93 TC: 62 lb Conc. Load at 5.00 BC: 119 lb Conc. Load at 3.07, 6.93 BC: 49 lb Conc. Load at 5.00 Wind Wind loads and reactions based on MWFRS. 05117/2018 T rf' �1 1 Snow Criteria (Pg,Pfin PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.029 G 999 240 B 632 / 268 / - 1- / - Lu: NA Cs: NA VERT(TL): 0.077 G 999 180 E 632 / 268 / - /- / - Snow Duration: NA HORZ(LL): 0.009 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G - - Creep Factor. 2.0 B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.227 Bearings B & E are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.317 Bearings B & E require a seat plate_ Rep Factors Used: Yes Max Web CSI: 0.065 / 8.0 / 8.0 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 -14 D - E 484 -1297 B-C 482 -1304 E-F 19 -14 C - D 439 -1256 No 047102 �! w STATE Of 40 01 5A 38 FF513 8180 80 7F49 OD 992E 95l`B Thi< ttEt3Im bate ate %�Vad'aTA=afadby Ti uml Wrtks"z nK.Uc.xa7sazlontAadMWShawnab9 AgasxAA S,iiiCiffCatf�iS�G ftftt"d cvpi Saf tf k Sl0%=WAM flCot=WdMd Shr S ia}f+ lMi aaa6 ttsa_ auYh¢nr�asu asrrJa mvat �ariftA- camydectwak.. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 1217 - 442 G - E 1210 - 444 H - G 1239 -440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 164 0 G-D 170 0 C-G 17 0 "`WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Ire Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AoX olates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. {Refer to a division of l rl i, or Tor n acceptance any structure failure to build the g or cover pa e m. The suttabillty itney otn/snnenrs, nr LI A Job Number: 36CS00045 Ply: 1 SEQN: 686382 / T18 / COMN I 4EGB-Galen-2432 "H" OL /DR Horton /4EGB-Galen-2432 "H" OL Qty: 2 FROM: GLM DRW. Truss Label: 4D1 Wgt: 36.4 )bs .. / ... 05/17/2018 T LO 5' 10, 5' 5' A 72 r ::-.- C=4X4 III/A'+ SEAT PLATE REQ. SEAT PLATE REQ. 10' 1, 51 51 1� 5' 10' 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): 0.013 F 999 240 B 433 / 205 / 272 / - 179 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.033 F 999 180 D 433 / 205 /272 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.007 F - - �) B Min Br Width Re 1.5 9 q NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.192 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.213 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.078 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 19 0 C - D 470 -638 Lumber B- C 470 -638 D- E 19 0 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Wind B - F 575 -351 F - D 575 -351 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) bs T Com CeF 20627 o 04Me � e � s STET . OF . ;ar '� 40 01 5A 38 FF5881S0BS7F4800992E85F61 29atc Itamisaaas $uefn ekz/ s�xradazsd;.eaftd by FAasau.I rAsrt9ues, ?£ (Pt.. u:.247tffi2l an be dot¢ shown abc' m wins a SK%'l aaa�trrt=ra:2�a a�1r. Fatscwftrarddsdacr=ata nctca;rw rod ApwdNAseeled and tha,7:a4s'w3 a+AhenY<ta7krser lr nsxt bt xtdfad cn wfdeetmrak emirs. "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 / Componen[ Safety Information, byy TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrryy ) rrney. bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly V attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insjalled per BCSI sections 63, 67 or 610, om +onznts. uz as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�LrComponents 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 pr ) esslonaf 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. 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Sneed. 30' Mean HPloht. Portlalty Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace IN (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S P fr #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 9' 8' 9' 1' ill 3' 11' it, 13' 7' 14' U' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill 11' 13' 7' 14'. 0' Q1 O I� HF Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' it, 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12' 0' 13' 9' 14' 0' (U D F L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' S' 2' 6' 5' 6' 11' 8' 9' 9' 1' to, 1' 10' 10' 13, 8' 14' 0' Standard 3. 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' e' li' 9' 7' 12, 2' 13, 0' �.% r #1 / #2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' > S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' Ill 10' 4' 13' V 13' 7' 14' 0' 14, 0' u Stud 4' 0' 6' 7' 7' 0' 8' 4' e' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' C' Q1 O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' II' 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' It' 14' 0' 14' 0' QJ S P D F L #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' t0' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' V 5' 11' 6' 4' 7' It' 8' 5' t0' 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' ill 0' 11' 9' 14' 0' 14' 0' _Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 10, 1' it, 6' 14' 0' 14' 0' 14' 0' 14' 0' l5 S P F #3 4' S' 7' 7' e' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD X l f O u F t� Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' li' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' ill 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' d c S P #2 4' 8' 7' 11' 6' 2' 9' 4' 9' 8' 11' 1' ill 6' 14' 0' 14' 0' 14' 0' l4' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' L D F L Stud 4' 6' 6' t0' 7' 3' 9' 1' 9' 7' 11' 0' 11, 6' 14' 0' 14' 0' 14' 0' 14' 0' r1 Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' able Truss A' Diagonal brace optlore T vertical length may be doubled when dlogonal 18' )K brace is used. Connect L I diagonal brace for 69D# 'L' -fl- at each end. Max web Brace total length Is 14'. 2x6 BF-1. #2 or better diagonal T I Vertical length shown bracei single 8, )K In table above. 45' or double cut L. 1 (as shown) at upper end. Connect diaoonal at A�u u 19 AM TTWCOMPAW 133a9 Lakefront Drive Earth City, MO 63045 ` -t `U\ Refer ci chart above for rlax g&�b`�elullr (@alf lend "VARNMG" READ AND FOLLOW ALL NOTES ON THIS DRAWINrd ewDMTANTwe FLWOSH T10S DRAWIW TO ALL CDNTRACTMS MMUDMG THE INStALLERS. vvI Ivi Trusses quire treme care In Fabricating, handling, shipping, instoUlng and bracing. Refer to and Fallot the latest edition Of BCSI alulld:ng Component Safety Information, by TPI and SBCA) for safety `�y�` ��& practices prior to performing these functlons. Bnst.H-5 shall provide temporary br..In per BCSL Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord ZrNo shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have brodng installed per SCSI sections B3, B7 or BIG, as applicable. Apply plates to each face = Oftruss and position as sh..m above and on the Joint Details, .,A... noted otherwise. Refer to drawings 16OA-Z for standard plate positions, be for deviation from - n ATE OF Alpine, a Mslon of ITV Building components Group Inc shall not responsible any this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, % iQ Q A, hstallatlon L bracing of -trusses. A seal on this J-o ing Or cover page Us" this draeng, Indicates acceptance of professbncl For the despn show. The sultobNltY and use of this drawing ®V.- � l Ft JjrT�..._ fl ` �respOnsBhiilty sdety For, any hi the resppr�fility of a BuiltlBg Designer per ANSViPI I SOCZ 3�^¢¢42'+�d1AlA For more Information see this Job's general notes page and these web sites ALPIND TPIi SBCA) ICG wwwlccsofearg SllYi4 i It -tail www.alpineltw.coml wwApinstwgi www.sbcindus"Argi 4`f/ Bracing Group Species and Gradesi Group A, S ruce-Pine-Fir Hen -Fir #1 / 02 Standard #2 1 Stud R3 1 Stud 1 1 #3 IStamdad Dou Ins Flr-Larch Southern Pinewxw #3 U3 Stud Stud Standard Standard Group BI Hen -Fir #1 & Btr #1 Dou to Flr-Larch Southern Pinewww al #1 a2 #2 1x4 Braces shall be SRB (Stress -Rated Board), rwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deFtectlon criterion Is L/240. Provide upUFt connections for 135 plf over continuous hearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.12814.0' min) nails. X For <1) 'L' bracer space nails at 2' o.c, In 18' end zones and 4' O.C. between zones. )K)KFar (2) 'L' braces. space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80? of web member length. Gable Vertical Plate Sizes Vertical Length No Splice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD. 60 PSF MAX. SPACING 24,0' IT Relnf of Memk Ga Tr Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces, Brace is 90% of member length. Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Example, 2*2X4 2X8 \ U No 'L' or 'T' ,. I I brace required .F In lieuof scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical Length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nails, 10d Common (0.148'x 3.' min) Nails at 4' o,c. plus (4) nails In the top and bottom chords. Toenalled Noll i 10d Common (0.148'x3',min) Toenails at 4' mc. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENCI01614, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x8'7'=IV2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 d I iIL— iUi�\\ifl AN ITWCOMPANY 1399 Uket mt Drive Fait Clry.MOUM „�T� TIES „vm To ALL � mm� Tw imsT� Trusses require extrene care In fabricating, handling, W*phg, hstntUrq and bracing. Refer to and follow the latest edtgor. of B= Qu k*V Corpenent Safety Urtornathn, by TK and SBGU for safety prnctices prbr to perforning these fu Cdw i-, Installers shall provide tempotr'aa�ry'y 'brndna par BCSL Unless rested otherwise, top chord stall have properly attached strueturol aheatHng and button chard shalt have a properly attached rgkt cMrvg, Locatlons shown for perrms. t lateral restraint of webs J or Bet as applicable. Apply plates to each face hats have bracing Installed per BCSI and an the Re truss and p0s 16O as farm above and on the Joint Beta0.s, udess noted otherwise. Refer to drawings 160A-Z far standard pinto positions. Alpine, o dvlslan of ITV HWddnnog Conpoetmts Graa4p Inc. shall not be respnnslWe for an"yy deviation iron tab rraing, any fasire to buPltf taw truss h ca+farnnnx vetch ANSI/TPI 1, or for hnnuep, sHpphg, hBtatiatlon 6 bracing of trusBes. A seal an tHs drawhp or corer Ibihp tatty drmwr.p, hdlmtes ncaptnnce oP profesafvrol fenprrwr:%Cho stet solely for iee drs n Blown me ettsrbusy i ��s arowhg °^y Y of j; gene Designer Per For morelp hltwcoMon see this ,lob's general vw= = IC web Bites. A1,PIHFi anal eKw.corll TPH sntphstsrgb SBLN nw _ ur01 ICd nelccsaFe,orD „kart}:, 3„ ,,,, ,. fY [BAST . t3J..•.•...•. /y';y, �, �:..�a "s --.� ^' No 0471 2 ^kz =k F ,r: ,: I~�'Q'JCfAjp'i:�s'� t aawewsest iromsasuts »--.. " " wM -•- MAX. TOT. LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX, SPACING 24.0' x Hip Frame Details Hip Frame 4 'R' kthed Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer. is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structural �qnels must be properly attached directly Residential, Wind TC DL=4,2 sf, Kzt=1,00 p To hiq.aPi �a� � it � [Ins. VARNUase REAR An FDLIAN ALL e1UU UN TICS WAvma -VlPWAMTX FIFMSN nUS DRAVM6 TD ALL COORACTM UCUMM8 THE IRSTAUJM& @�' CE� -'A•� '� `SF REF HIP FRAME Trusses raq.1— Mane care h fnbrknti.g, handling, skdppkv, hst-tong and brochg. R¢fer to and ;` v� fatbr the loiest ¢tllSian Of HCSI (auRtllrg Conponent Sofoty Infornntbn, by TP[arayM SRCAr�)g fw safety N ;. DATE 10/01/14 praetkes prior to perfornhg these functtons��'IY attached sNucturnl�shentMng and botton�chortl unless rotetl pthardse, tap chard shoo Mara = 7ff = DRWG HIPFR1801014 Illy I"have a properly nttnchatl rigitl celhg. Locotians elmm for pernanant lateral —etra It of cabs. installed par aCS1 sections ti- 87 or HID, as untess6to. Apply plates to each face shall have bd position of truss nM ppoositbn as shown above and an the Joint Deta0.s, unless rated otherrlse. �'S A E OF f1%i f1YV COMPANY Wer to drnrtngs IGOA-Z for standard plot. p—MI. s. Alpha, a dlvbbn of [TV auadinD Conponents Graw Ina thou not be responsible for ony devintbn fron this drorinp, onY fa8ure to bu0.d the truss h conFonxiroe rlth ANSI/TPI 1, or for fmndUnD, shlpphg, Q iF(�_. jy1O�, i hstallotlon 6 brodn of trusses. A seal an 'Ws drarVg or cover page IIsaWlplgn tl0.s drOrhg, hdcntes acceptance Of professlonpl `p'�1' V ,� 'di, [%:n 1�,,� `,�� u��GCSf'�®•a�� For anY file BulldhgpDedpnar D¢r'a tltes (,�y Camtttt 73389 Lakefront Drive Earlh City, M063045 FreorazponsbllSyP arW2 thesaah pLpjRC, rwalphalh.conl TPa rrwtpiliostorgt SDCAi wr.Wchtlustryorgl ICO wricccafa.org d111g811Nt Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Dot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )Ex Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -palled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, sane species and grade or better, attached with 10d box (0.128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 4X4 12 3X4 Valle 12 Mnx, (— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip f --- 8-0-0 max -- Bottom Chord Bottom Chord End Detail Joint Detail Valle 04 yToe-Walled /Valle SQa 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, LILt111l I"t 11111/1 "VARNMU FSAn Arm FQJ" ALL rnrU ml pus MAVRaa ,�`�I� E ''�, TC ILL 30 30 40PSF REF VALLEY DETAIL -UMTANTss FURNISH TM BRAVnl6 m ALL CNITRACT[RS DIMUMM TIE INSTALLERS, trusses require estrene can In fabricating, handling, shipping, InsWUng and bracing. Refer to and �'C DL 20 15 7 PSF DATE 10/01/2014 iWas the (atrak ,tAtl- of SCSI CB AWng Canpordrnt Safety Infornatlon, by TPI wM SBCA) for sofety e,` ` • w procticea w•iw' to perforedng these functbevs. Inatnllers shop provide tenpor.ary braclnp per BCSL , LW— rat.d otherwise, !ap chord shall have propeHy attwexd struatnral anentrning and battan ,ywrd _ , \ BC DL 10 10 10 PSF DRWG VAL160101014 sh.0 hove properly attach. o Ngid WUngg Loratlans sham far pernwent laterol restraint of webs p d shop nova krockg istall.d per BCSI sactloris B3, 87 or B10, a. W . Applyy prates to wadi ose — BC LL O 0 0 PSF of truss and position a9 thorn above and on the Joint BvUft., unless noWd otherdsw. - �po R.Pwr to .[no. I6GA-Z far star i.rd plot. posfUons. ^- Aipine, a mwl:bn of ITv ewld6w Conpmentc Group Inc. shall .at b. rawon.U. far wn, d—i.U.. vran �[y�� TflT. LD, 60 55 57PSF AN ITW NMPANY this drawing, any Pollute to but tta truss In can ornance with ANSLTPI 1, ar for handit, shipping. v' r/RTR OF' bstollotbn b bracing of trusses. ,� A swat on thl. drodng a cover page Usting Wa drawing, Indcotes occept— of ProPesslonal an rt�p re solely for the dwNgn slaw- The satabuty ord use of this dr•awt+g ��L% `� !° 13389 Laka(ronl Drive Far °eiy strucMrw Is thr rwtpwrc�WtY oP W SAWO nwsgrar Per MSVTI'T L Sec2• �� /(��,` °-%fl y f„ N UR,FAC. 1.25�1.33 1.15 1,25 Eanh City,MO 63045 For pore tlPoremtwn sea thLs ,lob's general rrotes poy and these wwb sites %��•s� 14„'•1' ,' SPACING 24,0' ALPINE, wrwulpineltw.canr TPL www.tpinstargl SBCM www trY•orgl SOD wn,bwofmorg /, L ? tl Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Dr 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, Note, 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 suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. wx Refer to Enolneer's sealed truss desion drawing for oloavback and base truss specifications. Detail A I Purlin Spacing = 24' o.c, or less 12 Up to 12 4' 2 � 41 2' urlln Spacing = 24' o.c, max L—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 r Purlin Spacing > 24' o.c, Piggyback cap truss slant nailed to all top chord purtln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box malls <0.128'x3') at 4' o.c, Attach purlin bracing to the flat top chord 12 using a minimum of (2) 16d box malls (0,135'x3.5'). Up to 12 V II II \\ 4' I I \\ I I \\ ( I I // I l e-4, o.c. max Futt Top Chord Scab (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purtln spacing > 24' o.c. Note, If purlins or sheathing are not specified an the flat top of the base truss, purllns must be Installed at 24' o.c, max, and use Detall, A. �apdjFillj)jj rWARNDAiww lien AND FCLLOY ALL NOTES IN nos DRAVDiGI`v � ■-IWIIRTANTsw FtPMSH THIS DRAVING M ALL CDIITRACTMS IItMIZI iG THE ➢1STALLERS. Trusses require extreme core to Fabricating, handing, slipping, InstaWng and bracing. Refer to follow the latest edmlon of BCSI 11h c ,g Component Safety Informatlon, by TPI and SBCA) for safety .� g \C CC• practices prior to performing these functlotm Instatterc shot( provide temporary braCng per BCSI. Unless ted otMrwisr, top hard shalt have property attached etructwal smaatNng and bottom chord zr � t small have a properly attached Hold cellina. Locations shown for permanent lateral restraint of webs Z; shall have bating Installed per BCSI sections the j or Det ns-I..ablo, APPUy Plata to each face - of truss nrd ppoosttlns all shown above don the Joint Detnls, unless le. A pl Mpla e Refer to drawings 16CA-Z for standard plate posltloms. Alpine, a d9vlsion of ITw WIdtng Com ponents Group Inc not t be responsible for any devlatlon from . -0 AN rrW COMPANY tHs drawing, any failure to buff the truss In confornonce with ANSLTPI 1, or for ha m+ g, shipping, =� � A\ Instollaibn L bradng of trusses. A seal on this draMng or cover page listing this drawing, hAcates acceptance of peofessior4 P°g� ♦ � u' k. englneeryg responsa,Alty solely for the deslgn shown, The sltm=y and use of this drawing ¢ W 4 for any structure Is tlw respormAllty of the B.Rdhg De lgner per ANSI/TPI 1 Sec.P- gA,a Earth City. MO Drive Fr more information see this job's general notes page and these web sites, EaAh City, MO 63046 ALPINE, www,alpheite.conl TPA www,tphstorgi SBCM www.sbcMustry.orgi ICG wwwlccsafearg fdj © .,' b° \� Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 k3 grade scab (I. side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purtln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord q3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (W 0,120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.12014,375' nails. Note, Nailing thru holes of wave plate Is acceptable. wi In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XI0 Trulox plates for 2x6 and larger chord members, Attach to each face @ 8' o.c. with (4) 0.120'xl.375' naps Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c, front to back faces. APA Rated Gusset 81x8'x7/!6' (min) APA rated sheath! ngg ggussets (each face). Attach @ 8' o.c, with (8) bd common (0,113'x2') naps 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 142, full chord depth scabs (each face). Attach e 8' o.c. with (6) 10d box malls <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 Planyback Plate One 28PB wave piggyback plate to each face @ 8' o,c, Attach teeth to pigg back at time of Fabrication, Attach to supporting truss with (4) 0,120'x1,375' nails per face per ply, Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 r CLR Reinforcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes) This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31E) 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, 010 Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinf orcementi 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 807 of web member length. T-Reinf, L-Reinf, Scab Reinf orcementl Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. YZ "VAR)1RSdee REAR NO Fm.LUV ALL MMS M TRIS DRAV➢1G1 ��•.. ....y, eel) MTMT1a ITlwasll T)GS MAU= ro ALL Cu(TRACTCRS DIUM111W TIE aurALLERs ��•�` vE� j1/9,Q�� •,,� TC LL PSF REF CLR Subst, Trusses require extrane care In fobricatho, handUN, shlppMp, btst&W and bMCWQ. Refer to and i folio• the latest edtion of RCS[ (Su0.mnB Component Safety trMornationby TPI an tl SBCA) for safety Q` E A A/A-�• TC DL PSF DATE 10/01/14 pprractices prior to pvrforNnB these functions. Instatters shop prmida tenpororry bracing per BCSL ` �,G NU� -4q �i Unless rated *there].., top chord shatt have property attached structurat shantNnq anal batten chord (1` C DL PSF DRWG BRCLBSUB1014 s slwl have a property nttachetl Npltl celtlnp. Locations shorn for pernanent Iaternl restrnlnt of webs fit I� chat' Mvv DweMg Installed per SCSI eectbns 23, R7 or Me, ns oppl0.k abta. y tea to each face A ��rjtr/ d II ILJ 1� Ir—, of truss and po.Isla. as shorn ab." and on the Joint Beta., ,el.as natapd o4ha Ise. = T{ �/' $C LL PSF III�ILIr =+ ILf�— Refer to drarinps 16BA-2 for standard ptate posttlons./' Alphne, a tllvWon o4 Iry BWlding Conpanents Group Inc. shall not be reepanelble for any devinibn fro. _/'pT, LD, PSF AN fIWCOMPANY this drorinp, any fMure to bu d the truss N conformnce rlth ANSI/TPI i, or for haMl B, st�p.B, AT dE Installatkm L bratlnp of trusses, A scent an iNs drarNp or cover pn8e llsteg tNs draeV,B. Indicates acceptant• of professimal ��- y((' µ,. Q, enBhee 4q respoe lUty solely for the da.lgn .Mon+. Trx .Wtabwty and u.. of tnLa arn.hg ,n Z. 1 ' 'Y`_ . DUR, FAC, 13389 Lakefront Orlve for any trtc Is the rea8lty of the &r0.MB Berlgreer p.r ANSVIPI 1 See2 'a 1/F,J i+ Faith Li M063048 Far more Infarnattan see this Job'c gamer.) notes Da a and these rab sites f/�. i�ii8�� SPACING y. ., e..M. .. _ . __ __ ll.._.. Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and specles as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c„ rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads, S L L 4' o,c Typical ~ + 0 + o + o + o o + O + O + o + —1 2' 1— Stagger + = Back Face 10d Box (0.128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggere Nail a LI AN tiWCOM 13389 L.Wmnl Drive EarM City, MO 63045 Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 a 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575114 Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Spacing Detail C ..VARt MPO READ AND F�LLDV ALL NM IN THIS DPAVDO ..D mmmio FurjaSM DDS DRAVING M ALL CMff A MRS INCLUDING YK DISTALLEM Trusses require extreme mre In fabricataig, handling, shipping, Installing and bradmo. Refer to and P.U.. the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to perfo ,1 .g these functions. Installers shall provWe temporary br.cin per BCSL Unless noted otherelse, top chord shall have properly attached structural sheathing and bottom cho .,,all hove a properly atWchad Npld ceaing, Locations sham far pereoment lateral restraint Of webi f .halt hnv¢ Machg InstnUed per SCSI sections B3, B7 or B10, as applicable. Apply plate. to each face Ill L�r_, of truss and ppoositlon as shown above and on the Joint Details, unless noted other.lse. Refer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITV Building Components Group InC. shall not be responsible for any deviation fr 134N1 this *- vfrg any failure to build the truss In conformance with ANSI/TPI 1, or for handling, swppft, s I Wtatian i, bracing of trusses. A seat on this drawing Or cover page UsiNg this drawbig, W.cates eceptonce of professional eligtneering re:�nnsUfllty softly few the design shown The sulsoHlty errl use of this drawing Far any at+t,chxe Is the respana[bWty of the Building Designer per ANSI/TPI 1 Sec.P- Par mar¢ information see this Job's general notes page and these web sites ALPINE, w—lipineitw.coni TPL wwwApinst•try.Orgi ICl7 ww.iccsofearg Minimum L Distance a .oSIAFE OF + %mooA` ®Rio ��y�. AL I-"1tSPACING 24.0' _._ -_ Illlll 111 REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 E STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. CC MAX. LENGTH T0TRIM FILLER r 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 0' MAX, PANEL LENGTH). x APPLY REQUIRED BRACING (SEE BELOW). - ❑PTIONAL PLANT SHELF MAY -BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS) WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER. TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' D.C. MAX. SPACING AND 10PSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FOR, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS, LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. DRAG LADS CONNECTED TO THE FALSE FRAME. TOP CHORD APPLIED FALSE FRAMES. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0').. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. N❑TEl 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 L❑CATIONS AFTER MODIFICATION, [-SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN, VERTICAL BLO - MAY USE A 12' LONG 7/16' PLYWOOD (❑R OSB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') @ 3' O.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 J❑INT, ATTACHED WITH <6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). ... - -WAI MM- REM AM FOU11V ALL M= ON THIS WAYRICe esI1 WMTels FWMSH THIS MAVMG TO ALL CQHRA== UM=IW THE OiSTALLERS. Trusses require eetrsne car¢ In fobrksting handling, shipping, InstmU and brochg. Refer to an foltoe the latest etlltlon of BCSI (Bu1,Drq Component Safety Information, by TP[ and SBC.N for safet pprrnncticvs prior to PerformM0 these functions. Inst tiors shag provide tempoorraorryy bracing per BCSL uNasc rated oth¢rrlce, top chord shall have properly ttached struchvnI sh¢aihing ontl bottom ch y shall have a properly attached right ...n Locations shorn for permanent lateral restraint of eel shall have bracng Instnaed per HCSI sections 83, 87 or BID, as nPPlk:able. APWY Plates W each fac of truss nrd ppoodtlen nc choen above and an the Joint Bvt sc, uNesc rotetl otherrlse. Refer to draehps 16HMZ for standard plate positbrls. AN RWCOMPANY Alpine, a division of ITV Building Conpon¢nts Crow Inc sMIt roc be resPon s �ar�anY shipping, Mng, any Fall— to bUld the truss in con ormnce elth ANSUTPI I, or Installation L bracing of trusses, A seal on this drawkv or cover page L6*V this drar6+g, brYcates acceptance of Professional resporisEAld sNely for the desfgm shorn Thr sdtoblltY oM us¢ of this d".109 1338H Lakefront Drive fOr °m1r - Is the rrma osbltty °f the &dmng easigner• Per ANSI1IP1 I Sect. Earlh City, MO 63046 a Par rare Infornatkon see t12 Job's Benn�aL notes page and these eeb sites plYr, rrr nlM.W}.. �n�. io'. �_ ....' a � rrr cNrMAuatrv�,•mi ICE eeelccsaf¢rrm p N /S AvE OF =��4 ORO tiff REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', rein) nails at 8' o,c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections, VARNDG- READ AND FOLLDV ALL ND= oN TM DRAVWG ••UpQtTANT•• FURNISH THIS DRAWING TU ALL C@ITRACTMS INCLUDING THE INSTALLERS. Trusses require —trene care N Fabricating, handling. shipping, Inst tU ,g and broch0� Refer to and Follar the latest edition of BCSI ®uUtlw,g Conpor,ent Safety Infornntbn, by TPI ord SBCA) for safety prvctices prior to performing these functions. InstaUers shoU pro` temp bracng par tMSL Unless noted otherwise, top chord shall have properly attached structural ahea and bottom cho. shall have a properly ottaehed NOW ceiling. Locations shown For permanent lateral restraint of webs shall have bracbq Instas¢d per BCSI and Cs 83, J or Det as applicable. Apply plates to each face of truss and ppoositlan as shorn above and on the Joint petals, uNecs noted otherwise. Refer to drowb,gs 160A-Z for standard plate positions. Alpine, a d!W ion of ITV Buflr9no Components Gro Inc. shall not ba responsible for on tleNation Fr AN fTWCOMPANY this drawb,g, any Fatture to bJtd the truss In rnn�fornnnce with ANS11171 I, or for handUng, sWppa,o, hstnllatbn t bracing f trusses. A scat an this drawing or cover papa Ustno tWs drawB,p, Mdlrates acceptance of professknnl re solely for the design shown. Thr sultatalty and use of this drowkig 13388 Lakelronl Uriva For nrry�ucMre Is H1e re4ponsbM1kY of the RdlrBng Desii per ANS11 I Seel. Earth City. M l Mwe For more Infom4tlon see this Job's genent notes pope and these web sites' ALPINE, wwwatpineltr.conl TPA www.tphstorgt SBCA, —bcindustry—lij Mr, wwwlccsnFearg g� ENSt� C' No S ATE OF Q �40R%, ) Flaluu.- )H11`t)1 TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) DUR, FAC, 1.15/1.25 SPACING 24' REF 2X4 SCAB ❑,H. DATE 10/01/14 DRWG ❑HSCB2X41014 12 (2) 16d TOE NAILS T IVARIES OPTIONAL SCISSORS BOTTOM CORD i (2) 16d TOE NAILS 8-0-0 MAX. SPAN TYPICAL END JACK (EJ) i N.T.S. l 12 1 NAILS i vARtes � Seee Connection Detail i t OPnON& WEB CONFIGURATION —(4) 16d NAILS See Connection Detail 1 1 —J— I L MMA. armni TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION TYPICAL LADING (P.S.F.) TIE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD: 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: 1 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: MAX 160 MPH PER ASCE 7-10 MAX 24' O.C. i **WARNING** Read & Follow all notes on this drawing. Furnish this drawing to all Contractors including the installers. i v Pa EJ CONNECTION DETAIL (BJ) m = (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long Top & Bottom use 16d Nails 4"' O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. tz VARIES B�`` (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. a�®��baaoMeeeea®,e NO MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER 'c>~ LICENSE # PE 47182 STATE OF °41j.441 0 os �•,•� 0 ,�P.•v 0e. «AA1991� STR❑NGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRDNGBACK BRIDGING TOGETHER 4` �O• ATTACH SCAB WITH 10d BOX/GUN 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRDNGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STR❑NGBACK BRIDGING SPLICE DETAIL N❑TEI Details 1 and 2 O (2) 10d COMMON (0.148'xaf) OR BOX/GUN (0.128'x3.01) NAB S AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. ATTACH STRDNGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,0') O NAILS. are the preferred ATTACH STRDNGBACK TO WEB W/ (3) 10d COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN / 28'x3A') NAILS attachment methods O STR❑NGBACK BRIDGING ATTACHMENT STRDNGBACK BRIDGING SPACING REQUIREMENTS LIP to Of None re ulred W to LW I me (at center of spW 2' to X 2 rm a at each Y3 mw to 40 3 roes (I at eadl U4 ) Over 40' Space roes at W arc ATTACH STRDNGBACK TO BOTTID4 CHORD WI (2) N10 - 3' SCREWS ALTERNATIVES All scab -on blocks shall be a minimum 2x4 °stress graded lumber,' All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber,' The purpose of strongback bridging is to develop load sharing between Individual trusses, resulting In an overall Increase In the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o,c. (max.) The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component, 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps, The performance of all floor systems are enhanced by the installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional information regarding strongback bridging, refer to BCSI (Building Component Safety Information), �i ri�� ^J� It^ 1 `yl II=r� ANITWC33MAWY 13380 Lakefront Drive Earth City, MO SSUS aVARMIM WM AND MUM Au. W= ON TM WA'M fpo�Tru M� reqtAre dtlan care BLLIn � Cthill, nerrt —0 shlM fmtlall rmd actroo Fi for safety f safet'Ay Unlesscroted aWteor�e, hop chord shall how propertyleatiach d sshall sttr�dictutel Shen �aoM boSton d.ord shalt have a property attached = cello Locations shown for pevmnent lateral restrohb of webs shall have bracNa Installed per BCSI sectims B3, B7 or 1110, ns noalrohle. Apµ ptatss to each face of truss and position as shoes above and on the Jaht Details, vdess rested o�i,erelee. Refer to drawlrg 1604-Z for stardord plate positions. Alpha, n dlvlslon of ITV Building Conpo—ts fro,.p Inc shall sat be responsMe for_ craw dew ron J drnwhg any follure to build the truss In confornmou with ANSUM 1, or for hanw+g lnstallatimm L bracing of trusses, A seal m thh; drawhg or cover pnpt QsftV this drowke. ft lootes accepUmce of professlonol fm�reaporm6tftr sooty for tfx desfmi shorn The aatau0ty and use of ws dradng b the re MM.Wity of the &AL0v DosWp per MIS /M I Sec-. ror rare lnl` n tlan we this job's general notes pnoe and these web sites ALPBF, Tm.,rn ,r=�=�=+= `g�'• sjQ`-�, tm en7182. :'� q ': STATE O '�A.as .1ok"'. ,�iF ©*`' s r,xc we,s..serrses�eaeancswwsare - .�.»..._-.-.....- """"" .-.-..-----.....:..,..,.�.... TC LL PSF' TC DL PSF BC DL PSF BC LL PSF T❑T. LD. PSF REF STR❑NGBACK DATE 10/Ol/14 DRWG STRBRIBR1014 DUR. FAC. 1.00 SPACIN