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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS money 19900 Independence Blvd. Groveland, FI 34736 Components, EEc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS106 Printed: Fri, Sep 29 2017 - JoD inrormar►on: Address: FOR Name and License Number :ustomerName: Creekside Lot 106 )R Horton 8512 Cobblestone Dr lescription: City, Stale, Zip: .EBB 1828-Cali "C" LL OL Fort Pierce, FL I l d• r n• oa Ing nfo fi ma o . Root Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: I BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 32 Total 32 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 ti A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 Ell GE 19 Cl GE 20 D1 21 D2G 22 V4 23 V6 24 E.17 25 EVA 26 BJ5 27 BJ3 28 E13A 29 BA 30 BMA 31 CJ7 32 CJ3A 0 10 MOM i a n u e l Digitally signed by Manuel Martinez DN: r-US, o=ldenTrust ACES Business i. Representative, ou=M AND E ASSOCIATES J7 P1cn Manuel Martinez, fj 0,9234219200300.100.1.1=A01098000000 �/.�+ 1484CF,BFE96000021 IF axe I n �r;Z Date 201709.291029:05-04'00' ' Adobe Acrobat DC version:2015.00630352 4001SA FF556180EB7F4800992E$5FS V&Itersir stecm c{ceie fs3gacd _andsaladby IIAa ,:cl Murtiner: �€>:c.tic.a47id?fen�,cdatc'i�iaaats'i#aamyxn"nga511A<a ., , acausantinttia�arsrda. - z�s txdecp r�i'sY,WtiocFw=ltrga;4stc asn'dizr it s6dcxasi mid smsio� W'd &Z VFA- QuACA tsay:*- c 1crntxst a.rrrif9edcua'ri'�ectrmrk rWns.. cop Page 1 of 1 Job Number: 136DCS106 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali C" LL OL Truss Label: Al T10" 03X4 D 12 6 M fn 65X6 C 4X6(A2) B � A ( 1 09/29/17 u� m 0 X6(A2) I P O N M L K J i iv 112X4 =4X6 =3X4 =3X8 =3X4 =4X6 1112X4 7'812 �474 _ 20"1� 59"1 h 59"1 +z014 a3"a 1 78.12 jl� 7'8"12 12' I 1' 4'0"15 19'1D" 25'7"1 27'8"f' 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.179 M 999 240 B 1654 1709 / 961 / - / 445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.389 M 999 180 H 1654 1709 / 961 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 I Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Brg Width Req = 2.0 Mean Height: 15.00 tt H Min B NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Creep Factor: 1.5 rg Width Re q = 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.635 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: ft/2 to h TPI Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.608 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 (WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1108 -1902 Lumber B - C 1442 -2968 F - G 1263 -2434 Value Set: 13B (Effective 6/112013) C - D 1263 -2433 G - H 1442 -2969 D-E 1108 -1902 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "136" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2575 -1122 M - L 2086 -814 Bracing O-N 2572 -1122 K-J 2573 -1128 (a) Continuous lateral restraint equally spaced on se 6 . N - M 2085 -788 J - H 2576 -1128 member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, F' ' r W . _ Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5%min.)nails , @ 6" oc.+ r Webs Tens.Comp. Webs Tens. Comp. � . ,' . ' P - C 286 -13 M - F 468 - 736 Tray Scab(s) m C - N 3B7 - 558 F - L 486 204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach N - D 485 -203 L - G 387 -558 scab to face of chord with: Nails @ B" oc, plus $4, e D - M 468 - 735 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1stSTAT * E - M - 1341 -714 panel point: (0). ,414( 4 Loading Truss passed check for 20 psf additional bottom�''�� a� chord live load in areas with 42"-high x 24"-wide clearance. ! # Wind 40015A38 FF5581B0B137F4900:992E85FB Member design based on both MWFRS and C&C. Te, ltem� tcn210I&MICAbryraa, lKftrmn �Mene�iu,�e, "tedxn;�''ss`�x3ddsd� rtma��pty s��Gs dznd%"bit Lei tF:e SEiA*Y,wt,§ent;catfexe rr'.�eenLSE Ea nuSs2,^a M=yrcdectroek "`WARNING— READ'AND-FOLLOWIALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricstingg`handlin shipping,Iinstalling and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of we shall have bracingg installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall I of be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI7fPl 1, or far handling shipping installation and bracing of Uvsses.A seal on this drawing or cover page• listing this drawing indicates acceptance of professtona I engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8tiliding Designer per ANSIlTPI 1 Sec.2. 1FROM: AH / T10 / COMNI DRW Wgt221.2 Ibs 19'10" } 25'3"9 31'10" + 39'8" 65"9 5'5"9 6'6"7 Tl0" E=5X6 Fg 3X4 r(a) 5X6,,(a) ) G Job Number: 136DCS106 Ply: 1 SEQN: 635487 / T13 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: AlA Wgt: 254.8 Ibs .. / ... 09/29/17 r 7'10" 1 14'4 7 1 19'10" } 22'6"4T 28'8" + 31'10" } 39'8" i 7'10" 6'8"8 66*9 2'8"4 4'1"12 5'2" 7.10° Ea6X12 102X4 =4X6 m3X4 m6X8 1112X4 1112X4 m5X10 T8"12 4'3"4 2'0"1 5'9"1 2'10" 4' S'0"1 7'11"l5 1� �1' TB°12 12' 14'0"1 19'10" 22'8" 26'8° 31'8"1 39'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf., NA Ce: NA VERT(LL): 0.234 F 999 240 B 1560 1708 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.540 F 874 180 I 1560 1707 / 959 / - / - / 8-0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS EXP: C Des HORZ L 0.287 K �) B Min B q Width Re 1.8 NCB CLL: 10.00.00 Mean Height: 15.00 ft de ! Misc Criteria CFactor. 1.5 CoCreep I Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.616 Bearings B & I are a rigid surface. BCDL: 5-0 psf Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.549 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.975 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 It FT/RT:20(0)11 0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1-60 WAVE, HS VIEW Ver: 16.02.01D.0314.13 A- B 27 0 F - G 1417 -2560 B- C 1439 -2769 G - H 1753 -3397 Lumber C - D 1261 -2224 H - I 1434 -2761 Value Set: 13B (Effective 6/112013) D - E 1106 -1735 I - J 27 0 Top chord 2x4 SP #1 E - F 1511 -2516 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-S 2397 -1119 P-O 20 -9 Bracing `- S - R 2394 -1119 N - L 2971 -1289 (a) Continuous lateral restraint equally spaced on R - Q 2394 -1119 M - K 26 -12 member. Or 1x4 "T" reinforcement. 80% length of v� t€ + Q - P 1901 -788 K - I 2388 -1121 web member. Same species & SRB grade or better, i attached with 8d Box or Gun (0.113"x2.5",min.)nails @6"oc ,+ Maximum Web Forces Per Ply (Ibs) .eipWebs Tens.Comp. Webs Tens. Comp. Tray Scab(s) Mgt S - C 286 -13 N - F 214 -147 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach C - Q 384 -567 N - G 578 -1051 scab to face of chord with: Nails @ 8" oc, plus Q - D 459 -199 G - L 872 -407 additional nail clusters at: BRG.: (0), heel: (0), 1st - STATE Air D - P 471 -683 L - M 71 3 panel point: (0). s * �+yy E - P 59 - 531 L - K E - N 2271 -1099 L - H 2559 -1200 633 187 Wind P-N 1883 -659 K-H 466 -872 Member design based on both MWFRS and C&C.,sti , N - O 18 -1 40 015A38 FF 50 81 BO BB 7F 48.00 99 2E R5 FB VtuItem inn beenand±aafadfay?420M!lartinez, Lk.44710 cm tta daft stcawn ate= tr^.iag a Si4A-1 arWieait�ta.taea�n. Ti�tetdxapias cXtf dwuw'da siFtdand:salad mat sz-A 6 avfficnamtieaa=nle nmt be a, rgbd ran asap dedrar& wins. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building t Safety Information, byY TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a profp�erly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. �2efer to 60A-Z for siandard plate positions. a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover pa e Le design shown. The suitability Job Number: 136DCS106 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali i C" LL OL Truss Label: A2 T10" T10" ,13X4 D 12 6 p rq 0 0 5X6 C =4X6(A2) B A R Q P 1112X4 =4X6 =3X4 Qty:Wgt: 1DRW 0.e Ibs I FROM: AH 489 ! T9 HIPS I 19, 20'8" 25'3"2 31'10" 39'8" 4'7"7 1'8" 4'7"2 6'6"14 T10" mfixRm5X6 E F G e 3X4 t� 5X6 H (a) (a) O N M L K 3X4=3X4 =3X4 =4X6 1112X4 09/29/17 F1' "13 4W3 I2'111 4'1190"15 21088 2500 27 4783 Vl"N 3977'8" 81412 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin 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 L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.151 P 999 240 B 1561 / 710 / 963 / - / 428 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.349 P 999 180 1 1560 ! 710 / 964 / - 1- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.151 K B Min Brg Width Req = 1.8 Mean Height: 15.00 it NCBCLL: 10.00 Code / Misc Criteria Cree Factor. 1.5 p 1 Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psi p Bldg Code: FBC 2014 RES Max TC CSI: 0.600 Bearings B & I are a rigid surface. g Load Duration: 125 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.555 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.695 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ve, 16.02.01 D.0314.13 A - B 27 0 F - G 1170 -1787 Lumber B - C 1470 -2770 G - H 1288 -2221 C - D 1289 -2223 H - I 1470 -2770 Value Set: 136 (Effective 6/1l2013) D- E 1170 -1787 i- J 27 0 Top chord 2x4 SP #1 E - F 1086 -1537 Bot chord 2x4 SP #1 , Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC 1 02si B - R 2398 -1147 N - M 1896 -846 Bracing R - Q 2396 -1147 M - L 2396 -1162 (a) Continuous lateral restraint equally spaced on,y"4; member. Or 1 x4 "T" reinforcement. 80% length of ° Q - P 2396-1147 L - K P O 1898 K 1 2396 -1162 2399 web member. Same species & SRB grade or better, a cA - -817 - O - N 1537 -588 -1162 attached with 8d Box or Gun (0.113"x2.5",min.)nails _ 6 oc. s .NO 0471.82 10 Maximum Web Forces Per Ply (Ibs) Tray Scab(s) - Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach 4 R - C 288 -13 F - N 617 -394 scab to face of chord with: Nails @ 8" oc, plus 0.0 - P 389 -575 N - G 474 -704 additional nail clusters at: BRG.: (0), heel: (0), 1st --. e P- D 450 -201 G - M 452 -201 panel point: (0). A D - O 474 -703 M - H 390 -577 Wind a E-O 615 -393 H-K 289 -14 Member design based on both MWFRS and C&C.°� 15A38FF5B81B0BB7f4800992E35FB rssardwaladbyids)Martk*4 Lk.047192toa a md=shown dDom V*6a S%%el tka azo3 cCFbmnittth docu== = not cmnasored tknadand relied e w.iR 2aWhommdencafe r�t:he �Ilb1.no mydectramt: -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, bVV TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathingp and bottom chard shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections 63, 67 or 610, icable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to is 160A-Z for standard plate positions . a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professlonai engineering responsibility solely for the design shown. The suitability re of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 539460 / T1 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW: Truss Label: A3 Wgt: 238.0 Ibs / ... 09/29/17 +"5 I "3 i ' 93i 3'3 3" J 35954 3614 1639713 668 V609 644"4 132. 7114 M It rn am =5X6 1112X4 =H0306 04X10 =4X10 =47X10 m4X6 IIIZX4 6'2"12 + 5'9"4 + 2'2"1 5'7"3 5T'3 2'2"13+ 5'9"4 6'2"12 1� 6'2°12 12' 14'21 19'10" 25'5"3 278" 33'5"4 3918" Loading Criteria (psg Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 113012013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.159 H 999 240 Lu: NA Cs: NA VERT(TL): 0.367 H 999 180 Snow Duration: NA HORZ(LL): 0.067 M - - HORZ(TL): 0.154 M - - Code I Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.603 TPI Std: 2007 Max BC CSI: 0.610 Rep Factors Used: Yes Max Web CSI: 0.945 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE, HS VIEW Ver: 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 1561 / 312 / 965 / - / 408 18.0 K 1561 1312 /965 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 K Min Big Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seal plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1488 - 2221 B - C 1552 - 2860 H - I 1312 - 2211 C - D 1286 - 2250 I - J 1286 - 2250 D - E 1312 - 2211 J -K 1552 - 2860 E- F 1488 -2221 K- L 27 0 F-G 1143 -1613 Maximum Bot Chord Forces Per Ply (Ibs) 01 Chords Tens.Comp. Chords Tens. Comp. + B - S 2499 -1246 P - O 1604 - 678 r:,x S-R R Q 2496 -1246 2496 -1246 O-N N - M 2496 -1269 2496 -1269 . - P 1604 658 M K 2499 Q - - - -1269 � e . Maximum Web Forces Webs Tens.Comp_ Per Ply (Ibs) Webs Tens_ Comp. cer S-C 281 -5 P-G 279 -210 ```"" C-Q 417 -615 375 G-O O H 826 -571 375 E - Q Q-F -379 826 - O-J -379 418 s .IN, _ it 10 w4 F-P -571 280 -211 J-M -615 281 -5 40 015A38 FF 5B 8180 BB 7F48 00 99 2E &5 FB nnulrci%tAasR.ec9s elndr j tmd: seatmdtsp MW.11 MAMn ", (a. Lk.G67,ts2l arit'hedas.&,%heWn Abe= w§ng a SHAA acthent,catte�srmde. z'�S^ace3 cr.��s�rxhts d�cxamai�m mm cmxsiaad s�yncai aad s'enlad and Ilseea';Si&as�tiicnt`sa4lsesec9e not ttvcdne3xn wrjd fmrAs csplaas. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) f-or salPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy ptales to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of "1 NI 1, or for nanalmg shipping, insta acceptance of profllf essionaii engini any structure is the responsibility of failure to build the g or cover page rn. The suitability see this Job Number: 136DCS106 I 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali Truss Label: A4 C" LL OL Ply: 1 Qty: 1 Wgt: 238.0 Ibs SEQN: 6354911 T8 / HIPS FROM: AH DRW: .. / ... 09/29/17 T10" 14'2"12 ~ 17 22'8° 25'S"4 31'10° 39'8" i 710« 6'4«12 i 29"4 i' Sg« r 2'9"4 64"12 r T10" s5X6 =5X6 E F I12X4 D G 1112X4 12 6 M 5X6 go 5X6 C BD H i7 =4X6(A ) B I lm4X6(A2) t Q P 0 I N M L K 1112X4 H 308 = X10 3X4 =4X10 =4X6 1112X4 7'8"12 4'3"4 TS"12 12' 2'2"12 5'7"4 5'7"4 2'2"12 I 142"1 19'10° 25'A 27'8" 4'3"4 T8"12 31'11"4 39'8" 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): 0.148 G 999 240 B 1560 1712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 G 999 180 1 1560 1712 /965 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): Mean Height: 15.00 it 0.149 K - - B Min Big Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf � Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearings B & I are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.556 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.759 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, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1466 -2162 Lumber B - C 1517 -2772 G - H 1334 -2214 Value Set: 13B (Effective 6/1/2013) C - D 1334 -2214 H - I 1517 -2772D - E 1466 -2162 I - J 27 0 Top chord 2x4 SP #1 E - F 1189 -1702 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2400 -1195 N - M 16M - 748 Wind Q - P 2397 -1195 M - L 2397 -1224 Member design based on both MWFRS and C&C. w�ar� P - O 2397 -1195 L - K O N 1684 724 K 2397 -1224 2400 x°Ye - - -1 -1225 no Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q - C 289 -12 N - F 280 -194 C - O 392 - 582 F - M 698 -494 STATE OF D - O 274 - 241 M - G O E 698 M H 274 -241 58 392 562 t::. - -494 - E - N 281 -195 H - K 289 -15 40 015A38 FF 5B 818013137F48 00 99 2E85 FB T4k1fornl stem ualed'by UWuA muuq ;. ?-9K. uc.0471vzf cn G9a e�a3c shDwea abti trtng aSfiAi . a�#icnt';ca'3Peaaaardn. rY�ited cD�krsaarthx d�rr^craxrm nat cxam3�xad �d salad zazc the SHAA autHventiaAs'c Dale m"kUaarlW cse=ydocttarA- aa@ius. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) t safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted othenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position las shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall, not be responsible for any deviation from this 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 professiona 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 ANSIITPI 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 539462 / T15 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A5 Wgt 232.4 Ibs / ... 09/29/17 i_ 6'4"8 T10"r9 14'2"12 16'0" 23'7"15 25'5"¢_ 31'9"7 33'3�B 39'8" 6'4"8 +1'6" � 6'4"3 F 1'95 ' T7"14 1 9 5T 6'4"3 + 1'6"{ 6'4"8 1 =4X& 5X6 a 5X6 F G 1112X4 =4X6 =3X8 =3X4 =3X8 =4X6 1112X4 6'2"12 + 5'9°4 + 2'2°17 57"4 5'7°4 + L.8 5'94 6'2°12 1� 6'212 12' 14'2"1 19'10" 25'A 27'8 33'5"4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 113012013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or lx4'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. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefl U# Pf. NA Ce: NA VERT(LL): 0.156. H 999 240 Lu: NA Cs: NA VERT(TL): 0.359 E 999 180 Snow Duration: NA HORZ(LL): 0.068 M - - HORZ(TL): 0.158 M - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 TPI Sid: 2007 Max BC CSI: 0.614 Rep Factors Used: Yes Max Web CSI: 0.652 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 M 40015A38FF5B81B08B7F4800992E85F8 Thu lumh"bs wd s¢aiad by Varaet Martin", _� (R., lt[.tl$Fifi3.t tm Pisa dT.ta shfleta aixiva c�ng a SN�i Si."1h e;ifitlt.L7S L[�Ja.. pm'a d 4CPbn.cs1xtd1 dac€ tsrm MCA cznsldwad sap.,i nd=Ind ash it�a sue= as.�ent;satisancssie rapt tm �crtf�3wt awry d�ttrantc sm�ias.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1713 / 964 1- / 367 18.0 K 1561 1713 / 964 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1503 - 2185 B - C 1576 - 2860 H -1 1345 - 2211 C-D 1319 -2251 I-J 1319 -2251 D - E 1345 - 2211 J -K 1577 - 2860 E- F 1504 -2185 K- L 27 0 F - G 1235 -1794 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2499 -1278 P - O 1773 - 819 S - R 2495 -1278 O - N 2495 -1307 R - Q 2495 -1278 N - M 2495 -1307 Q - P 1773 -792 M - K 2499 -1307 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp S-C 280 -5 P-G 254 -180 C-Q 416 -614 G-O 695 -512 E - Q 343 -294 O - H 343 -294 Q-F 695 -512 O-J 417 -614 F- P 254 -180 J- M 280 - 5 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for safety practices poor 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 jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. kefer to 50A-Z for standard plate positions. a division of TPI 1; or tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS106 I Ply: 1 1 SEQN: 635493 / T7 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Ca11 "C" LL OL City: 1 FROM: AH DRW. Truss Label: A6 I Wgt: 240.8 Ibs .. / ... 09/29/17 T10" 142"12 1 ' 19'10" T10" F 6'4"12 410" =3X4 — 112X4 D Ea F 12 6 5X6 C 0 r` =4X6(A2) B � A R 1112X4 T8"13 4'3"3 7'8"13 1IT Loading Criteria (psQ Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 24'8" 5' "15 31'10" 1 39'8" i 4'10° 5 6'5"1 7'10" =5X6 G H III2X4 5X6 1 m ib co J=4K6(A2) Q P O N M L =4X6 =3X10 =3X8 =3X10 =4X6 1112X4 4 i 5'6"15 i 2'3"1 4'3"3 i T8"13 �1� Ni14'2°19'10° T 25'4"15 r 2Ti 31'11"3 39'8" Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh I RL / W Pf: NA Ce: NA VERT(LL): 0.153 F 999 240 B 1561 / 714 / 962 / - / 346 / 8.0 Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 1714 / 962 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS HORZ(TL): 0.152 L B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 J Min Big Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.595 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.556 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.638 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) `Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.,16.02.01D.0314.13 A-B 27 0 F-G 1332 -1956 B - C 1549 - 2771 G - H 1517 - 2153 C - D 1366 - 2215 H - I 1365 - 2213 D-E 1516 -2154 I-J 1549 -2771 E- F 1332 -1956 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. �gj`wf,ojB - R 2400 -1230 O - N 1835 -868 ilk R - Q 2397 -1230 N - M 2397 -1260 Q-P 2397 -1230 M-L 2397 -1260 P-O 1835 -838 L-J 2400 -1260 * Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. sn * R - C 289 -12 O - G 277 -172 es C - P 392 - 580 G - N 650 - 546 D - P 345 -222 N - H 350 -223 STATE OF Q P - E 649 -542 N -1 393 581 E - O 277 -172 I - L 290 -14 ," *S F - O 233 - 268 4.0 015A38 FF 5B 81 B0BB 7F48 00 99 2E85 FBB ViLllamwwts..n =dad 6y Pjam-1 Marttaea PE (a.. UCc 04711121 on the date Shawn abam Wag a SNA4 sut)sanGc zanzeds_ pill d d-um aatata nut cmaumd An dmd salad asoa ti<c 6.'+:A:S atrta&au:+9a nest Ga�aril9� ms s.�rsdectro�... cmgiias. "`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 handlin shipping iinstalling and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have'properly attached structural sheathing and bottom chord shall have a propperly attache�ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610 as applicable. Appty 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�gLComponents Group Inc. shall I of be responsible for any deviation from this drawing,any failure to build the truss In conformance with ANSIIfPI 1, or for handling shippm�, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acce��ance of pprolessrona engineering responsibility solely for the design shown. The suitability aIn d use of this ang for any structure is Elie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 539464 / T26 / COMN 4EBB 1828-Cali "C" LL OIL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 218.4 Ibs / ... 09/29/17 6'47 +T10"�9 14'0"1 + 19'10" 25'7°15 31'9°7 I33'3 39'8° 6'471 16 6'1"8 5'9"15 5'9"15 6'1"8 1'6" 6'4i 1112X4 =5X8 IO2X4 =4X6 =3X4 m3X8 =3X4 =3X6 1112X4 1' 6'2"11 5'9"5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 6'2"11 1' 6'2'11 12' 14'0" 19'10" 25'7"15 27'8" 3355 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), -1 st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 Lu: NA Cs: NA VERT(TL): 0.379 F 999 180 Snow Duration: NA HORZ(LL): 0.069 L - - HORZ(TL):,0.160 L Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.592 TPI Std: 2007 Max BC CSI: 0.603 Rep Factors Used: Yes Max Web CSI: 0.354 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 715 / 958 1- / 326 / 8.0 J 1561 1715 / 958 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1404 - 2093 B - C 1617 - 2856 G - H 1376 - 2223 C - D 1350 -2262 H - 1 1350 -2262 D - E 1376 - 2223 I - J 1616 - 2856 E- F 1404 -2093 J- K 27 0 Maximum Bot Chord Forces Per Ply fibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2494 -1317 O - N 1937 - 952 R - Q 2491 -1317 N - M 2491 -1346 Q - P 2491 -1317 M - L , 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 - "0 047102� -0- " ' Maximum Web Forces Per PI ( Ibs Webs Tens.Comp. Webs Tens. Comp. . � R- C 273 - 5 O- G 286 -177 a� C - P 427 -film G - N 464 -172 STATE OF E - P E O 464 -172 286 N -1 I L 427 273 -600 - -177 - -4 F-O 221 -283 4001SA39FF5B81.80BB, 7F4800932E85FB MixiterssA=beer�ciec�ieae#sa�js�Cr(cd=a saeatedby Htaxm Mart ", PC C 0Z Lk. 5+ Inal co 0' adm shawa above Wafis a SHA'i zuthm6mikMmde. 2t"�ted ceg;vsosrah� dor_exc+�.�taa� nat cmuitvra9 �ng.�'. ssad zeaiad w,d the VA,! }iemtka& nemde meat ha w dfaeJ an of dedrur.Y_ czi;1as. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, 6O Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'i vi i, or Torn acceptance any structure failure to build the g or cover page rrt. The suitability 1Job Number: 4EBTrusB Label:Caali "C LL OL /DR Horton 14EB6 1828-Cali IC" LL OL I City: 1 5.6 Ibs I FROM: AH 95 / T6 /HIPS I DRW; 09/29/17 I T 0 iv I M 7'10"9 7'10"9 12 6 5X8 D 19'10" 26'8" 31'9"7 39W 6'10" 6'10" 5'1"7 7'10"9 =3X4 E -5 SF G @ 3X4 ih Hm4X6(A2) P 1_ O N M L K J 1112X4 3X6=3X4 =3X8 =3X4=3X6 1112X4 TB"13 4'3"3 I ill6'10" 6'10" V 4'T8"13 1� 7'813 12' 13 19'10" 26'8" 2T " '3"3 3111"3 3918" 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 Udell U# Loc R ! U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 1716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 1716 / 953 / - / - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf I Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: h!2 to h � TPI Std: 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 C - D 1440 -2299 G - H 1582 -2760 Value Set: 13B (Effective 6!1/2013) D - E 1507 - 2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 -997 P-0 2385 -1259 L-K 2385 -1288 Wind t y O- N 23B5 -1259 K- J 2385 -1288 Member design based on both MWFRS and C&C. 'xx °. N - M 1992 -967 J - H 2388 -1288 4� 4. Maximum Web Forces Per Ply (Ibs) Tens.Comp. Webs Tens. Comp. 71 Webs P - C 258 -14 M - F 400 -262 '. ar C - N 367 -494 F - L 447 -224 D - N 447 -224 L - G 366 -494 OF D - M 400 - 262 G - J 258 -16 7 E - M 326 -409 40 013A38 FF 58 8180 88 7F'48 00 99.2E S5 FB Taff lMrnh=brrn dedrea=01%YPdd'In& =Icd by k42CAM Martin", ��. lfc.d#7E421 an L`hada2e ahrnvn'atxiv3 fxdeg a SNA L �'. CditipRiod'l9&. lied cmifnaftfis dw==me cats Wimd s9'gnnn roads bid mnIft :,A>'4 authentkwiasmdeen"-f berrdfL-d cn amyd"mrk rmim —WARNING** READ AND FOLLOW IALE NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fabricating, handlingshipping, ,installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fftefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin!!.L�Components Group Inc. shall I of 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 t usses.A seal on this drawing or cover page listing this drawingindicates acceptance of professiona II 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. Job Number: 136DCS106 Ply.' 1 SEQN: 539466 / T231 COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt: 207.2 Ibs / _.. 09/29/17 6'4"9 12'0"1 19'10" 27'7"15 r 33'3"7 398" t• 6'4"9 + 5'7"8 + 7'9"15 F 7'9"15 T 5'7"8 r 64"9 =5X8 1112X4 1112X4 m5X6 =3X8 a5X6 1112X4 �1 6'2"13 + 5'9"3 T10" T10" 5'9"3 6'2"13 l� 6'2"13 12, 19'10" 2T8" 33'5"3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSi Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R 1 U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.183 E 999 240 B 1560- 1717 1947 / - / 285 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.422 E 999 180 H 1560 1717 / 947 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.157 J - - B Min Br Width Re 1.8 Des CLLd: 10.00 Mean Height: 15.00 ft �) 9 q 9 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 P TPI Std: 2007 Max BC CSI: 0.629 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.580 Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE • VIEW Ver: 16.01.00F.0504.20 A - B 27 0 E - F 1616 -2483 Lumber B - C 1631 -2819 F - G 1475 -2391 C - D 1476 -2391 G - H 1631 -2819 Value Set: 13B (Effective 6/1/2013) D - E 1616 -2483 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Lumber value set "13B" uses design values Chords Tens.Comp. ChordsTens. Comp. . approved 1/3012013 by ALSC B - N 2454 -1322 L - K 2079 -1066 Wind" M - Ln 2079 -1036 J - H 2454 -1352 Member design based on both MWFRS and C&C. -vwAai - .� Maximum Web Forces Per Ply (Ibs) ,•, * �' Webs Tens.Comp. Webs Tens. Comp. ANo 0471 A OR N-C 212 -6 L-F 509 -321 C - M 328 -427 F - K 431 -168 e D- L 509 -321 K- G 328 -427 " M-D 431 -168 G-J 212 -8 T 4 E - L 364 -462 14 4001SA38FF5B81801337F4800992E85FB TU AOarssamd�kdby Hs�l marctnea, PEVL. rtt.0471921 on the daS¢ahowE aExsvx u^.3�g a SHAM �ade s ihi ducia are notcrs^:udessitffignae2ndmind and the mx IdMmnk cvks. "'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. in to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) foi safety practices prior to pertorming these functions. Installers shall provide temNIF yy bracing per BCSI._ Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chard shall have a attached riggid ceilmg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 applicable. Apply p!a�es to each face of truss and position as shown above and on the Join Detailsunless noted othenaise. (2 drawings 160A-Z for standard plate positions. 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�I PI 1, or for handling shipping, installation and bracing of Uvsses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.ai ineitw,com: TPI: www. inst.o ; SBCA: www.sbcindu .corm ]CC: www.iccsafe.o Job Number: 136DCS106 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: A10 7'10"8 1" 710"8 3'1"B T 12 6 p co 0 In 1 =4X6(A2) B A Qty:1DRW 8.4 Ibs I FROM: AH 97 / T5 (HIPS I 1610"2 19'10" 22'9"15 28'8" 31'9"8 39'8" &10"2 + 2'11"14I 2'11"15 r 5'10"1 3'1"6 7'10"8 1112X4 =5X6 112X4 =5X8 E- F G H 1 Z43X4 S R Q P O N M L 112X4 m3X4=4X6 =3X8 m3X8=4X6=3X4 112X4 72 374 4'10"2 5'11"13 4'10"1 1' i 7'8"12 7'8"12 11' 1, 16'10"2 22'9"15 27'8" 28' " TY4 r 3918. 3�. 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: 125 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 09/29/17 ■1 Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reaction's (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.188 F 999 240 B 1560 / 718 / 940 1- / 264 18.0 Lu: NA Cs NA VERT(TL): 0.433 F 999 180 J 1560 / 718 / 940 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS HORZ(TL): 0.15E L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.6 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.485 F0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plaatee Typ e(s): Ty Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1681 -2604 B - C 1613 - 2757 G - H 1681 - 2604 C - D 1551 -2432 H -1 1551 -2432 D - E 1681 - 2605 1- J 1612 - 2757 E- F 1681 -2605 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 23B4 -1284 O - N 2125 -1106 MA S - R 2381 -1284 N - M 2125 -1106 pit �nwwa�; R-Q 2125 -1076 M-L Q-P 2125 L-J 2381 -1313 2384 -1076 -1313 * P - O 2625 -1376 7. 6 Maximum Web Forces Per Ply •. (Ibs) Webs Tens.Comp. Webs Tens. Comp_ ``d'' S-C 231 -19 F-O 87 -93 STAR C - R 330 -408 G - O D R 396 O H 254 -296 662 .0 - -257 - D P 662 H M -410 396 's - -410 - -257 330 E - P 255 -296 M -1 P-F 87 -93 I-L -408 231 -20 40 015A38 FF 50 818D 813 7F 48 00 98 2E 85 FB 4 ftsnt"ks mra mkrtrardc t red'zad=fedby Wv-,3KRarttmsz, MIA. lk.0471821 on the daeshavitia smvdng35i.W1 :GdiL�pS�f" 9m�R. Izd damrssaaiarmmat Cr3W Wd vpalfsndszabd aam� thcS�sR,k auYirant;eallmmumcs9e nvst.�xesr3f9�.1 rics�* 9actrant:. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporartyy bracing per BCSI. Unless noted oherwise,top chord shall have, properly attached structural sheathingp and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu.ldint��LComponents Group tnc. shall, not be responsible for any deviation from this drawing,any failure to build the truss !n conformance with ANSIlfPI 1, to for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg indicates acrep�ance of pprotesstona engineenng responsibility solely for the design shown. The sui btitty and use of this drawing for any structure !s the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 635500 / T22 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: Al Wgt: 222.6 Ibs / ... 09/29/17 31'�I 2'9"8 T10°8 10'0"1 18'2°9 20'0"1 22'3"5i 28'4°1 i2�' 39'8" f 7'10"8 + 2'1°9� 6'2"8 + 3'98 + 2'341- 6'0"12 " 5 7'10"6 TT Pr 9� U� 11.32 =6X6 =3X4 =4X6 912X4 1112X4 =3X4MH0308 =3X4 mma =3X6t=4X10 1112X4 1' T8"12 2'3"5 i Tl1"1 84"4 5'4"11 1'4°i 7'B"12 1' 7'8°12 10'0"1 111 1r 15'11°1 + 22'3"5 1 2T8" 29' 211 4 39'8" 12' ' 31"11"4� T 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 / 718 1930 / - / 257 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.524 G 901 180 K 1561 / 716 1933 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.164 M (T)- B Min B Width Re 1.8 � q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.624 Bearings B & K are a rigid surface. Load Duration: 1.25 P MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.567 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.823 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, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 D G - H 1846 -2897 Lumber B - C 1631 -2759 H -1 1568 -2356 C - D 1620 -2508 I - J 1584 -2459 Value Set: 13B (Effective 6/1/2013) D - E 1798 -2813 J - K 1628 -2755 Top chord 2x4 SP #1 E - F 1846 -2897 K - L 27 0 Bot chord 2x4 SP #1 F - G 1846 -2897 Webs 2x4 SP #3 Lumber value set "l3B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC () Chords Tens.Comp. Chords Tens. Comp. Wind B - T 2386 -1304 P - O 2361 -1270 Member design based on both MWFRS and C&C. r # T - S 2384 -1304 O - N S R 2198 N M 2361 -1270 2379 - -1141 - R - Q 2198 -1141 M - K -1326 2382 -1327 0l NO 047M Q-P 2836 -1521 Maximum Web Forces Per Ply (Ibs) e' Webs Tens.Comp. Webs Tens. Comp. _ .1, S TAT T - C 219 -22 G - P C S 334 P H 292 -362 697 - -381 - D - S 401 - 292 H - N -421 1088 -1553 D - Q 808 -491 I - N Q E 318 N J 1934 -1298 320 �4 ..40 - -400 - E-P 149 -101 J-M -376 215 -21 40 01 SA 38 FF 58 81 B0 85 7F48 00 99 2E 85 FB d1a{s ItamA-sa £.safsckmttm r stcd'.x uaiad by lWaa,,J Marttncx, ?Ejfl.tYc.C37.F92l cm lt�ad-a8x�lwv�n a6cr�v^.Pmga5NdG1 ath3«snrdta.tfeas�se9c. ad=d4.pi..athk drx�,�c.,iarm mat cxrslj and s1pad and mind am the:.,iSR=2 svlrienixaE3sasrr..dc not emwditwd rmarfd€ tmnk car uL "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Are Information, bV TPI anc7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, 67 or 610, e. ADo v plates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. (2efer to a division of any its drawing,any failure to build the on this drawing or cover page je design shown. The suitability Job Number: 136DCS106 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: Al2 Ply: 1 SEQN: 635502 / T4 / HIPS Qty: 1 FROM: AH DRW. Wgt: 214.2 Ibs .. / ... 09/29/17 Q"7'8"12 �9 �14'5"13 19'10" 25'2"3 30'8" ,31'1 "4 39W i ;12 1'3" r + 5'5"13 5'4"3 5'4"3 13 1'3" 7'8"12 =3X4 =5X6 m3X4 =5X6 De E F G H T 6 12 1112X4 T c I�=4X6(AA2)B I Z L102X4 :��)6(A2) 1 3't R I Q P O N M L m3X4 3X6 =3X4 m3X8 =3X4 =3X6 m3X4 7'108 4-1"8 2-2"5 5'7"11 5'7"11 2'2"5 4'1"8 7'10"8 1� 7'10"8 12' 14'2"5 19'10" 25'5"11 27'8" 319°8 397 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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 / 720 / 921 / - / 223 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 F 842 180 J 1561 / 720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft ICode / Misc Criteria Creep Factor. 1.5 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & J are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h PI Std: 2007 Max BC CSI: 0.569 Bearings B & J require a seat plate. Spacing: 24-0 " C&C Dist a: 3.97 it ftep Factors Used: Yes Max Web CSI: 0.533 Loc. from endwall: not in 9.00 ft FT/RT20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply GCpi: 0.18 'late Type(s): Chords Tens.Comp. Chords Tens.s. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G B - C 1644 -2768 G - H 2026 -3241 1883 -2977 Lumber C - D 1809 -2717 H -1 1809 -2717 Value Set: 136 (Effective 6/1/2013) D - E 1883 - 2977 17J 1644 - 2768 Top chord 2x4 SP #1 E - F 2026 - 3241 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 2 Wind! R - Q 2262 -1188 N - M 2262 -1217 Member design based on both MWFRS and C&C.ro�� Q - P 2262 -1188 M - L P-O 3010-1624 L-J 2262 •-1217 2396 4 -1340 - * 7 Maximum Web Forces Per PI Ibs ( ) � Webs Tens.Comp. Webs Tens. Comp. C - R 400 - 322 O - G 304 -172 R - D 485 -422 G - N 373 -511 � "* A E OF J � D - P 951 - 565 N - H P E 373 H L 951 - 565 485 - - -511 - E O 304 L I -421 400 ,pa Oco "`� - -172 - -322 F - O 214 -286 7 015A38 FF 5B 81 BOBB?F48 00 99 ZE 85 FB This Item It= been asAwaladby lMarml tearttnez. 'PEri..ttc.�S3SE3!aawtliedaLtzhawa y£�vs t�gasNd»E atertkaz�asaaxl¢, PrFal tedc ia��ithls dwc Gaye not cam Awad &d=%1=Pad aak 8tre �,A,#ent3ctcxxlz rauiie,vsrNbzd-enasrdectmeik crosiat. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require, extreme care in fabricating, handlin shippingf installing and bracing., Refer to and follow the latest edition of BCSI (Building Component Saety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have; properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position 'as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling' shipping installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawing indicates acceptance of progfessiona7' 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 ANSIfrPi 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 539470 / T24 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: Ala Wgt: 197.4 Ibs .. / ... 09/29/17 8'0"1 TT ao 3X& 14'4"14 6'4"13 18'0"1 20'4"8 26'4"1 29' 32'10"3 39'8" 3'7"3 2'4 7 5'11"9 27"15 3'10"3 16'9"l3 a3X6 =4X6 m4X10 m3X6=3XB 13'4" 5W 20'8" 8'1"13 3'10"3 21"6 63"2 T3"8 1'4" 1018" 1� 8'1"13 12' 14'1" 20.4"8 2TB" 2'9. 39'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (lbs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL / W B 524 / 208 / 355 / - / 257 18.0 Pf: NA Ce: NA VERT(LL): 0.052 G 999 240 Lu: NA Cs: NA VERT(TL): 0.126 G 999 180 R- 317 / 143 1155 /- /- 168.0 Snow Duration: NA HORZ(LL): 0.017 Q - - J 897 1416 / 606 / - / - / 8.0 HORZ(TL): 0.041 Q - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.622 R Min Big Width Req = - TPI Std: 2007 Max BC CSI: 0.798 J Min Brg Width Req = 1.5 Bearings B, R, & J are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.864 Bearings B & J require a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): ' Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.00F.0504.20 I Ch d T C Ch d T s Corn 0 or s ens. omp. ors en . p. A-B 27 0 F-G 448 -512 B - C 168 -470 G - H 756 -1019 C - D 591 - 231 H - I 743 -1043 D - E 448 - 512 I - J 849 -1329 E-F 448 -512 J-K 27 0 6 e No 047162. It � ae �` STATE679 , Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-Q 341 -234 N-M 1074 -584 Q- P 351 -234 M- L 1074 584 P - O 351 -234 L - J 1128 -649 O - N 795 -1059 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C- Q - G - C-O 512 -854 G-L 391 - 367 ?_�S O - D D-N F - N 728 -1076 1248 -717 270 - 349 L - I H-L 322 756 - 339 -531 40 015A38 EF 5S 81 S0 SB 7F48 OD 99 2E 85 FB Skis Ate Kfinbscn tka y Mpad wtd,�ealad by rAaxasml Mardrtex, _I. (.8.. Us-047192t m the date shae4niabQvm usbg a 5Hi,H. wt�entkDtiznzoda. ?%mad crprissafthan da`asrra =o motc=w6wed i4med a d�Iad- anditmwz,as:thandmfi emdo mittwvrM&mwirdxtmk cmlan. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest -edition of BCSI (Building Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted a herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iid ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of im i,orTor n acceptance any structure roa ­ — "", its drawinq any failure to build the on this drawing or cover page ie design shown. The suitability IBJob Number: 06 Trus 1828-Cs Label: ali A14G LL1 OL /DR Horton MEBB 1828-Cali "i " LL OL I Qty:Wgt 1 2.2 Ibs I FROM: AH 507 / T32 /HIPS I DRW i 09/29/17 I 7' 7' 12 H110XD10(R) T 6 p �3X4 C m =6X12(C5) 4XA6(C5) B 1 M T 1113X4 d9'10" 12-3"6 1773 19' 10� 22'4"13 12 ' "10 i 32'8"39'8" i 5'3"6 V11'14 1'8"1 2'6"13 i 4'11"14 f 5'3"6 r 7' =4X4 012X4 =5X6=3X4 1112X4 TC3 NlOX10(R) E TC2 F G H I J_ A K F1' 7'1"12 4'10"4 7'1"12 12' 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 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chard 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP #3 :W2, W11 2x4 SP #1: :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' :Rt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' Lumber value set "13B" uses design values approved 1/3012013 by ALSC Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. W1 _6X12(C5) L ]3X4 I� M=4XN(C5) 1 S R BQ P O 0710 =4X10C2 =4X10 =H0710 1113X4 5'3"3 5'1"10 5'3"3 4'10'4 71"12 1� 17'3"3 22'4"13 27'8" 32'6"4 39'8' aw Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): 0.534 H 878 240 U 3139 / 1427 ! - / - ! - / 8.0 NA Cs: NA VERT(TL): 1.246 H 376 180 M 3140 11428 / - / - / - 18.0 )w Duration: NA HORZ(LL): 0.110 D - - Wind reactions based on MWFRS HORZ(TL): 0.256 D - - U Min Big Width Req = 3.7 Je / Misc Criteria Creep Factor. 1.5 M Min Brg Width Req = 3.7 g Code: FBC 2014 RES Max TC CSI: 0.667 Bearings U & M are a rigid surface. Std: 2007 Max BC CSI: 0.799 Bearings U & M require a seat plate. Factors Used: No Max Web CSI: 0.708 RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) to Type(s): Chords Tens.Comp. Chords Tens. Comp. VE, HS VIEW Ver: 16.02.01D.0314.13 A- B 27 -20 H -1 4166 -9320 B - C 2843 - 6259 I - J 4166 -9320 C - D 2791 -6195 J - K 3602 -8044 D - E 3601 - 8043 K - L 2793 - 6197 E - F 4165-9320 L - M 2844 - 6261 F - G 4165 -9320 M - N 27 -20 G - H 4165 -9320 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. , 3 � a** B - T 5504 - 2466 Q - P 8171 - 3676 T - S 5530 -2471 P - O S - R 8170 -3676 O - M 5532 -2473 5506 -2467 + f R - Q 9426 -4242 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' STATE D-T 624 -123 H-Q D S 3044 I Q 126 -175 351 - -1368 - -423 s # S - E 893 -1510 Q - J 1389 - 591 E - R 1389 -592 J - P 892 -1510 - 1367 at A 4 t 1 4 R- H 126 -176 O- K 625 -125 40015A38FF5B81B0657F4800992E85 FB r#nii 6arnRvaa�cervmkc[e�yz nad a-dwwodbp Fi7mwA martbmrs FB .uc.047183laarthe c�atc itwa�n atmpx ts2nga5NAi aV eflk3tH8P :ds *,.��. r"vbInd caphna1t}isd +:sx axta natcx sadmad i1pai d=Ind aaz6�thc.2'r':A: aen�a9sewsrro�faenutfixc aer3ffi+d� atspe3e<tm�5c Carl m ""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) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Al me, a division of ITW Buildin Components Group Inc. shall plot be responsible for any deviation from this drawing any failure to build the tNss 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 professiona j engineeringg responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. I Job Number: 136DCS106 Ply: 1 SEQN: 635509 / T11 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW. Truss Label: A15 Wgt 204.4 Ibs / ... 09/29/17 r_ T T T111'11{5 3'7"1 F' }F"11 1 + 233-3 3'94"8857"2 T4"14 0 45 7914" { I'=5X6 12 C m3X4 m3X6112X4 6 F,:- m5X6 D+5X6 E F G _�5XIWSRS H 4a3X4 �Tr, ��b m m3X6(A1)B Ka3X6(A1) � 1 A L 1 T S R_ Q P O N M =3X4 =3X6 =3X4 m4X10 112X4 m3X6=3X8 112X4 13'B" 5' 21' 1' 7'1"12 410°4 1'3.".� 5'7"2 5'3"10 3'S"11 4'S"4 6'212 t 1' F + 7'1"12 + 12' �13'3'9 18'10"11 1 242"5 + 2 14 I_ 33'5"4 39'8" H Loading Criteria (psf) Wind Criteria TCLL: 20_00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl1CSI 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): -0.036 N 999 240 B 578 / 259 / 377 /- / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 R 481 / 169 / 258 / 0 / 0 18.0 Snow Duration: NA HORZ(LL): 0.015 M - - U 1412 1659 / 670 / - /- / 8.0 HORZ(fL): 0.034 M - K 760 / 342 / 520 ! - /- / 8.0 Code / Mist: Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.578 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.385 R Min Brg Width Req = 1.5 U Min Brg Width Req = 1.7 Rep Factors Used: Yes Max Web CSI: 0.962 K Min Brg Width Req = 1.5 FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, R, U, & K are a rigid surface_ Plate Type(s): Bearings B, R, U, & K require a seat plate. WAVE VIEW Ver: 16.02.0113.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A - B 27 0 G - H 654 - 559 ' B - C 656 -687 H - 1 902 -711 C - D 690 - 586 I - J 904 - 712 D-E 159 -56 J-K 1131 -1109 E- F 654 - 558 K- L 27 0 �1t1t1f- F - G 654 -558 "; u BstComp. ForcesChords Ply(Ibs).Comp_ Chords T v r NO 047187 B - T T S 547 - 450 568 P - O O N 599 599 - 498 498 a00 - S - R -425 568 - 425 - N - M 928 - 859 e R - Q 429 - 348 M - K 931 - 860 � Q - P 604 -498 STATE OF' Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. i0o, C - T T - D 247 -157 213 - 94 Q - H P - H 1483 -1362 203 - 2 � 141, D - R 685 -650 H - N 131 -23 , R - E E - Q 204 -73 671 -677 I - N N - J 353 524 -353 -430 40 013A 38 FF 55 81 BO BB 7F48 00 99 2F 85 FB G - Q 286 - 331 J - M 223 -32 Tkitt itemtrsa4acenctezinantsafiys xaed woad=fadtr¢ Ma Ahtarthcz- -?Efts.. UL, 9471921 anthasiste Ahaws&QtwagaSRA4 sihendsaadvaazaic. € tcdcrr�iszai'tfds docuroantwo net and&7ed d'gnadmd seated stall the .T_%,P s:;fficntacatiaras¢de mwk be. rifod rat aawrd"tmnk rstUL ""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, handlingg shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted 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, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�P1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 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.sbcindu .com; ICC: www.iccsafe.org Job Number: 136DCS106 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali it, LL OL Truss Label: A16 f' 7' 9'11"15+ 139°12 + 18'8" 7' 2'11"15 3'9"13 4'10"4 134"+i 12 Cm5X6 j co 6 '=5X4D(SRS) T ao D plXq •• E F G H I 0 cn aAA 3XB(A1) B I AC 3S A X4 IY X6 -3X4V m4X11 Ply: 1 SEQN: 635512 / T14 / GABL Qty: 1 FROM: AH I DRW: 7 Wgt 218.4 Ibs Page 1 of 2 .. / ... 09/29/17 22'41 f' 26'2"8 + 29' + 31'9"f 3'8"1 3'10"7 2'9"8 278 LM5X6 T S R Q P =3X4 =3X63X8 39'8" 7'10"8 !43X4 io NM3X6(A1) O 13'8" 5' 21' 1' T1"12 711"J 3'2"5 i 5'1°12 3'6"5 3'8°11 3'1" 2'11"4 7'8"12 1' h + T1"12 10'1"11+ 13'4" '1 4 18'8" 22'2"5 25'11" 29' + 3111°4+ 39'8" X64 I Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. (••)1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. iow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) I: NA Ct: NA CAT: NA PP Deflection in too Lldefl L/# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 1- 1317 / 8.0 NA Cs: NA VERT(TL): 0.075 P 999 180 W 731 1276 / 342 /- /- 18.0 iow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 / 590 1- 1- / 8.0 HORZ(TL): 0.030 P , - - N 790 1360 / 530 /- /- / 8.0 We / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS ig Code: FBC 2014 RES Max TC CSI: 0.614 B Min Brg Width Req = 1.5 11 Std: 2007 Max BC CSI: 0.414 W Min Brg Width Req = 1.5 ip Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5N Min Brg Width Req = 1.5 /RT:20(0)/10(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface_ ate Type(s): Bearings B, W, U, & N require a seat plate_ 4VE VIEW Ver. 16.02.01D.0314.13 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 H- I 680 -683 B - C 652 - 573 I - J 680 - 683 C - D 705 - 516 J - K 1006 - 863 D - E 393 - 297 K - L 989 - 739 E - F 389 -293 L - M 986 -766 F - G 680 - 68M - N 1027 0 -110 - G - H 680 - 683 N - O 27 0 x�i►ar per �g ' t* Maximum Bot Chord Forces Per Ply (Ibs) '774Chords Tens.Comp. Chords Tens. Comp. ec B - Z 445 - 399 U - T 580 - 508 Z - Y 386 - 323 T - S 577 -510 Y - X 386 - 319 S - R 733 - 628 X - W 386 -319 R - Q 733 -628 W-V 464 -379 Q-P 911 -801 STATE a V - U 464 -379 P - N 914 -802 » Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Z 194 -72 I - U 221 -252 Z - D 228 - 95 U - J 1558 -1419 101E 38FF5581BO813 F4900992E95FB D-Y 100 -8 T-J 203 -2 D -AA 909 - 801 J - S 203 -164 itartAzsBaemak - ad.arx+J::raiade�yf.�axazcWzrt3naz,. AA-W 935 -825 S-K 136 -14 ZW.M,02f SPA-1 =tktk rmznde. W - F 91 -175 K - Q 343 -191 F -AB 421 -394 Q - M 638 -495 tud CcTmaftf5k dm==aranotcanslimads wd,.=ds bd AC -AD 422 -402 L-Q 565 -772 tha sml "divtmNan eodemuseUvvifedenmyrdmtmrk AD-U 426 -403 M-P 279 -65 as. -WARNING** READ AND FOLLOWIALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping,j installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Ufelss noted ojherwisetop chord shall have properlyattached structural sheathing and bottom chord shall have a properly attachetl rigid ceilinLocations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610,as applicable. Apptales to each face of trussand poson as shown above andontheJoinf Details, unless noted otherwise. (2efertodrawings 160A-Z fos�andard plate positions. Alpine, a division of ITW Buildin�tLLComponenis Group Inc. shall Inot be responsible for any deviation from this drawing,any failure to build the I in conformance with ANSI7fPl 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. Far more information see this lab's aenereI notes oaae and these web sites: ALPINE: www.atoineihv.com: TPI: www.toinst.omc SBCA: wwwsbdndusfnr.mm, ICC� www iorsafe am D Job Number: 136DCS106 Ply: 1 SEQN: 635512 / T14 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 ... / ... 09/29/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 66 -75 V -AC 91 -27 AB- G 79 -48 AD- H 18 -23 40815A38FF5B81BOBB7F4800992E85FB ihitr itctx ,ts c+acle - y xd'=J- Iadby ma,%AMartkw, FEK.us.crataztanthacatesit was rmW i$aSH Y ��cottg3ierrtada PYntadcr�n6sxmi2fa: drxeatffimnrncrmsi�md �gna3a:.$:sabd an!tinsmA­ =Acmimt�an cede mr the vtdfiel tar amydactmnk ims, "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anr7'SBCA} fo'r safety practices prior to pertorming these functions. Installers shall provide temporarrvy per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefiy d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have braing installed per BCSI sections 63, B7 or 810, icable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Zefer to Is 160A-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI �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 le of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. info fia _. fhie inh'c nn _1 nntx nano a 'i fhncn vmh eft.- At PIMP uluiui W..it- rnm- TPI- ­ fninaf nr CRr.A• — chrinAicfry rnm• If :(:• unuuirrcata Job Number: 136DCS106 I Ply: 1 1 SEQN: 539473 / T2/ GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: B1GE I Wgt: 134.4lbs .. / ... 09/29/17 I— — 2'6"—t-1.4" -1 (rYP) 12 6 S's inn D C ®2X4(A1) B A AE A[ E' 1' - Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 1a'6• 1o�a" 2r4" 1®4X4 H J G K F L M N m O ,. Pa2X4(A1) Q AB AA Z Y Xm3X4 W v u T S R 214" 21'4" 21'4" 1 ow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): -0.001 H 999 240 P* 81 / 37 / 39 1- / 11 1256 NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS 1w Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. de / Misc Criteria Creep Factor. 1.5 g Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Factors Used: Yes Max Web CSI: 0.088 A- B 27 0 1-1 304 -24 RT:20(0)/10(0) Mfg Specified Camber: B _ C 87 -120 J - K 253 -21 to Type(s): C - D 80 -90 K - L 202 -23 ME VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 E - F 153 - 50 M - N 105 - 64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- 1 303 -24 P- Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 r xa . AD -AC 185 -110 V - U 189 106 4" «� : AC -AB 188 -111 U - T 187 -106 �# AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 No 0 -102, Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 w ' Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-AE 174 -103 W-J 187 -83 D -AD 88 -65 V - K 153 -73 1­41 E -AC 101 74 U - L 100 -73 _ 01 G -AA 153 -73 S - N 188 -65 H-Z 187 -83 R-O 174 -103 1_Y n _1Rv 40I 015A38 FF 58 818088 7F48 00 99 2E85 Fla Tbix itarn iiaaL.een altttra, a x ned rd=aladby v2mtl Mi rkkm. eF.(ri..M.e47MIinnthe dMshaemabmrmtrlagaSt 1 aa'ihentlatk rorzcir_ rteapd ccpi�safthis domzr aana wtccnsi rad% maal and=Ind and 1irz:.Ak ,10h.AF.,catiesamodamxet ha"Mif6ad CA asy4"tmrA-- z*a's. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI anc�'SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinpp�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, i,installabon and bracing of thusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of prol'essiona7 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. Job Number: 136DCS106 Ply: 1 I SEQN: 539474 / T3 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: At DRW: Truss Label: C1GE Wgt: 78.4 Ibs .. I ... 09/29/17 Loading Criteria (pso TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7' + 14' 7' T �-- 1'8" - -f- (11'4�P TI G=4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 14' -i 14' 14' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 HORZ(LL): -0.002 E - - HORZ(TL):-0.002 E - - Creep Factor. 1.5 Max TC CSI: 0.118 Max BC CSI: 0.026 Max Web CSI: 0.061 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W L' 84 / 39 140 /- / 12 / 168 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-I 157 -48 C-D 61 -28 1-J 105 -69 D-E 113 -17 J-K B7 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - V 145 -46 R - Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S - R 164 -49 N - L 144 -55 Maximum Gable Forces Per Ply (Ibs) 2 Gables Tens.Comp. Gables Tens. Comp. C - V 122 -56 Q - H 205 -83 *. D-U 115 -75 P-1 159 -72 E - T 159 -72 0- J 115 -75 ft m '�" " F-S 205 -83 N-K 122 -56 --% .6 � � G - R 13 - 89 40015A38FF5B81BO8BW4130O992t85 FB rfrsitnmRust:mtnclezt s$�nmd'.m�sex{mdrayres�merttraritnc� (ei.. ttt.Gifi811a€att«eatc..thyr�a ate ar�rg a SN.L•2 au-� xri�a3tess rasdn. f+btcdt lvtartfda daai'4C.FSAA Pat mWimds ex*.'�ds=W w%d Swe.:tiA«.3 aa� renCgY.ersrt era the ar2rlficd aassaryrAt•tttarak cwims. "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 Component Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply Abates 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 BuildinlComponents 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 shippinq, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility,of the Building Designer per ANSI/TP1 I Sec.2. Job Number: 136DCS106 I Ply: 1 SEQN: 635514 / T28 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EB6 1828-Cali "C" LL OIL Qty: 2 FROM: AH DRW: Truss Label: D1 Wgt: 37.8 Ibs / ... 09/29/17 5' 10, i 5' 5' C=4X4 T 12 6 p M I O LO 1 =2X4(A1) B I �D=�2X4(Aj) A I E F 1112X4 9'9"8 5' 0 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 loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 F 999 240 B 438 / 225 / 425 / - / 134 13.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.014 F 999 180 D 438 1220 1257 / - /- / 3.5 BCDL: 10.00 Risk Category: II now Duration: NA HORZ(LL): -0.005 F, - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.006 F - B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 sf p Code / Mi.. Criteria Creep Factor: 1.5 D Min B Width Re 1.5 r9 q Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.291 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.263 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A- B 27 0 C - D 796 -503 Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 B - C 830 -503 D - E 27 0 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 B - F 428 -611 F - D 428 -611 Webs 2x4 SP #3 Lumber value set "l38" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. 11 Wind Member design based both MWFRS C&C. MAP �P­ C-F 306 -424 on and �� rx Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. o 047102 r015A38 FF 55 81 B0 BB 7F48 00 99 2E 85 FB i4em3rasdzerat alarSraa/nac'-5:"a4by Komi Mtarttnra, 1. Lk.04n0i an the dMAx fawaabemvrdag a SiWl endcat�nsaxda. sad cTitsafthix Apwdzad m6d tiszSx Ess.9hcrtrat ctricrn tt:at-vr`3tSct1mavird"tmnk "WARNING". READ AND FOLLOWIALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, linstalling and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'S8 A) toF safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of we shall have bracingg installed per BCSI sections 83, B7 or 810, as applicable. Appty plate- to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall I of be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUfPI 1, or for handlingf shipping installation and bracing of irusses.A seal on this drawing or cover page_ . listing this drawingg indicates acceptance of pro essrona7t I 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 ANSIfrPI 1 Sec.2. Job Number. 136D Ply: SEQ Truss Label: D2G CS106 Wgt 1Ibs FROM: : 6890311 T30 /HIPS / 09/29/17 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: I FROM: AH DRW: T 0 3' T 10, 3' 4' 3' 2 4VIS III /-A'+ = on•+ 11 4. Wk 9 9"8 11,10 r M i) ch T CV 1 I 3'1 "12 3'6"12 TY8 1, 3'1"12 6'8"8 10 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U 1 Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 B 568 / 271 / - ! - / - 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.029 G 999 180 E 568 / 271 / - / - ! - / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS EXP: C HORZ L 0.012 G - - B Min Br Width Re 1.5 Des CLLd: 0.000 Mean Height: 15.00 ft �) 9 q 9 Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5 NCBCLL: 0.00 TCDL: 4.2 psf Bearings B & E are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.184 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.170 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.063 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 379 -840 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 379 -846 E - F 27 -20 Lumber C - D 318 -755 Value Set: 13B (Effective 6/1/2013) Maximum Top chord 2x4 SP #1 CBt Chords Tens.Comp. ForcesChords r PsTenly ls Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 729 -318 G - E 725 -318 Lumber value set "13B" uses design values H - G 744 -318 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 3-0-0 jacks with no webs.ra,x °t► *� C- H 162 0 G- D 165 0 Left side jacks have 3-0-0 setback with 0-1� cant �* � `�� � C - G 12 0 and 1-0-0 overhang. End jacks have 3-0-0 setback; . with 0-1-4 cant and 1-0-0 overhang. Right side jacks ar' have 3-0-0 setback with 0-1-4 cant and 1-0-0 WWI overhang. WWI Wind Wind loads and reactions based on MWFRS.TAT E OF y: . Left and right cantilevers are exposed to wind. Left bottom chord exposed to wind. 40 01 SA38 ff 50 8180 837f 48 00 99 Z€ 85 FB na Item lrsabtumckamkotgsbVad midaaakd by rAauA kta Wtv � j&t, ttc. e�Tittzj �sn tt�ma�ta s(4nun¢a6arm trakg x SssA•i sc�emacatPcramn:fe tnd"Felsorttzsdtxcrx Aarenot=W madopn 1mzdt lad oral tine maayclectrank **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, handling 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 bracing per BCSL Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professtonalq engineering responsibility solely for the design shown. The suitbrlrty 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 iob's general notes Pam and These web sites: ALPINE: www.al ineKw.com` TPI: www. inst.o ` SBCA www.sbcindu .com; I= www.iccsafe.org i Job Number: 136DCS106 I Ply: 1 SEQN: 539476 / T27 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: V4 I Wgt: 16.8 Ibs .. / ... 09/29/17 fl r 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 1'10" 3'8" 1'10" 1'10" 12 6 A 3X4(D1) B=3X4=3X4?1) I3t8at wi 3'8" 3'8" ow Criteria (Pg,Pf in PSF) Defi/CSI Criteria NA Ct: NA CAT: NA PP Deflection in loc Udell U# NA Ce: NA VERT(LL): -0.003 999 240 NA Cs: NA VERT(TL): 0.006 999 180 )w Duration: NA HORZ(LL): 0.001 - - HORZ(TL): -0.002 - - de / Misc Criteria Creep Factor: 1.5 g Code: FBC 2014 RES Max TC CSI: 0.050 Std: 2007 Max BC CSI: 0.063 Factors Used: Yes Max Web CSI: 0.000 RT:20(0)/l0(0) Mfg Specified Camber: to Type(s): VIEW Ver: 16.01.00F.0504.20 40 015A 38 FF 55 81 BO BB 7F49 00 99 2E 135 FB ml', lean has lzecat mle- siyvacd 205rsmindby MarAKA Maeteaaa PEOL,a SKAa maytcxxnsm—d sf-pcd=d=lad ne itawAtdonamydecimrAz . ♦ Maximum Reactions (Ibs), or.=PLF Loc R /U IRw /Rh /RL /W D" 75 /21 /36 /- /6 /44.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A-B 171 -150 B-C 171 -150 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 148 -135 "WARNING— READ AND FOLLOWIALL NOTES ON THIS DRAWING! "*IMPORTANT"" FURNISH THIS DRAWING TO ILL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, b TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have 1properly attached structural sheathing and bottom chord shall have a propperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e._ Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping', installation and bracing of trusses.A seal on this drawing or cover page, this drawing indicates acceptance of professionati engineering responsibility solely for the design shown. The suitability �e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 5394771 T20 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: V8 Wgt: 25.2 Ibs / ... 09/29/17 3'10" 1 7'8" J f' 3'10" r 3'10" 12 B=4X4 T 6 =3X4(D1)=3X4(1) A C Li l .lff�L E D 1112X4 7'8" 3'10" 1 3'10" r 3'10" '1 7'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF 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 E* 75 / 28 / 36 / - / 8 / 92.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L -0.005 D - - �) BearingE is rigid surface. a 9 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.126 Maximum To Chord Forces Per PI Ibs p y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. A - B 189 -158 B - C 189 -158 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.100 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s):. Maximum Bat Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp_ Lumber A-D 213 -137 D-C 213 -137 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bat chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "13B" uses design values B - D 336 -295 approved 1/30/2013 by ALSC 1t� Wind Member design based on both MWFRS and C&C. �t� Fuji • IV Additional Notesey ` 'ems See DWG VAL160101014 for valley details. i # � . e x �04;jssidj wit SERIAL 40015A38EF5681B08B7F4800992E95FB Thilbamhtsbe-Maly aadxndwaled bymauaalMuth", -n"E GL. Lk."711121 cnthe date rhowa ab¢ twangasHA-1 aL-ihcntica tsrrr use., F.wsd ca9iasn1tfk dacammt=not cesni&cad s pwtimg =lad w9 k I a -1; �,'I aslhentkat3=c,24o mwt.0 aardIL�d cat amyd«ttord: Ion "'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 temporarryy Component Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly Locations for lateral have bracingq installed BCSI sections 63, 67 or 610, attached rigid ceiling shown permanent restraint of webs shall per as applicable. Apply pates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. {tefer to drawings 160A-Z far 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 this truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on drawing or cover page_ _ listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitabrllty 9�awing and use of this 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 (neilw.wm• TPt: www.tpinst.org ' SBCA: www.sbcindu .com; [CC: www.icesafe.ong Job Number: 136DCS106 I Ply: 1 SEQN: 539478 / T19 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 8 FROM: AH DRW: Truss Label: EJ7 I Wgt: 23.8 Ibs .. / ... 09/29/17 2X4(A1) B A Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 12 6 C M O to 'V D 7' 7' )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U . / Rw / Rh / RL / W NA Ce: NA VERT(LL): NA B 336 / 117 / 259 / - 1173 18.0 NA Cs: NA VERT(TL): NA D 127 120 / 101 / - / - 11.5 >w Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 HORZ(TL): 0.031 D - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 le / Misc Criteria g Code: FBC 2014 RES Max TC CSi: 0.496 D Min Brg Width Req = - Std: 2007 Max BC CSI: 0.368 C Min Big Width Req = - t Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. RT:20(0)110(0) Mfg Specified Camber: le Type(s): Maximum Top Chord Forces Per Ply (Ibs) VE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 No 0,47,102. :> STATEOF 11 5A38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FB :r^ahaabcex�afsrlren 010saafadbym2amlMartina#; 1k.e4as82l on the date shomo abovm tring a Si+A•1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 mntpdcapia ofths,dmL=a-*ms not ccaitdraad Apmzlmd z=Iad arxc tts SiF.A 2 avant+caAaade mutiRaactftsd ait aa�,r�acttatnk cmyigs. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqquire extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building en Safety Information, by TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, cable. Appty plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. �2efer to Is 160A-Z for standard plate positions. a division of I w Buildin Components Group Inc. shall nlot be responsible for any deviation from this drawing,any failure to build the conformance with ANSIt�P1 1, or for handIm shippinq,'installation and bracing of trusses.A seal on this drawing or cover page_ . this drawing, indicates acceptance of ltro essiona engineering responsibility solely for the design shown. The suitability any Job Number: 136DCS106 Ply: 1 SEQN: 539479 / T12 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 6 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0 lbs / ... 09/29/17 2X4(A' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 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 Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell LI# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.017 C - - HORZ(TL): 0.034 C - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 $TAT E OF 40015A38Ff508180BB7F4800992E95FB Wu I14M rasba ck A ad wA%&aiad by UazaA.Markinrx ?E (FL. Lk.tW7f921 W ma&ftShawn aba Wng aSHA"L ecd cspias airy d_W=A=not u^anir ads w'dand makd and4iwx5 xacrLhnniica9 srse+sJenu�r: �adf�srdzetanyde far€k, sx�las. B ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W A 270 179 1188 / - / 151 18.0 C 128 /21 /104 /- !- 11.5 B 174 1135 195 1- I - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) foi safety practices prior to pertorming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oTherwise,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 bracingg insTalled per BCSI sections 83, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildiph�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suibility and use of this dawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: 136DCS106 I Ply: 1 I SEQN: 539480 / T16 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EB6 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ5 I Wgt: 16.8 Ibs .. / ... 09/29/17 C 12 6 M O to CV M 2X4(A1) T A I p 1r 5' I 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph � NA Ce: NA VERT(LL): NA B 263 196 1208 / - / 129 /8.0 BCLL: 0.00 Enclosure: Closed LY: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 / - / - 11.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.010 D - - Wind reactions based on MWFRS NCBCLL: 00 Mean Height: 15.00 ft Code / Misr Criteria CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.309 D Min B Width Re - q Load Duration: 1.25 BCDL: 5.D psf MWFRS Parallel Dist: D to h12 TPI Std: 2007 Max BC CSI: 0.182 I 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: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Types): GCpi: 0.18 Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 53 -12D Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l313" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C. tj 40 015A38 FF 50 81 B0 BB 7F48 00 99 2E,95 FB Thlt aad uziodby tA2=4FRnrtbccs PE(n.. tt4.047iezt an ihad= Down atxiws wing a SH4a Meea���crtec�dr. Puns. �s��saf tf� dfxe��:st �,a nx�t cz�ed n� asad�ain�i and tlsM{p+st«'.;;au3ArsnY.�ca2ft ssemia mwt is vadfaed ca any dedwa, MrAm *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqctuire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise, f2efer to 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 ANSI�I PI 1, or for handlim shipping, installation and bracing of hvsses.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. Job Number: 136DCS106 Ply: 1 SEQN: 5394811 T17 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 4 FROM: AH DRW: Truss Label: 13J3 Wgt: 12.6 Ibs / ... 09/29117 C 12 6 M O LO 2X4(A1) B CV A D 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria'(Pg,Pf in PSF) Defl/CSI Criteria A 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 B 193 176 1162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ L -0.003 D - - R ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 p B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Rep Max Web CSI: 0.000 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: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -105 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CBC. STATE OF A-i 0 % F t 110 SERIAL* . 40015A38FF5381BOBB7F480099.2E85FB Tlas itemtYd3 $i2C}i6�iiFGA$Cdif51f�Tir:'d= 2x ,Wtad by Wz.*i wrtbwr, .M (FL. uc, ad7.i8E) az1 Lh�da9c shecale arxi a SiiPa.i acthemdsati�esu.�c e t¢d 4wiin alxth dour..t�aazNvot cxmxP rdd gs aY9s akd alrob Ata�SfiR.�falen�rt4s»s�t¢mmt3xm�df�e esaa�ectmr� ' s�iax. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]uire extreme care in fabricating, handlin shippping, installing and bracing. _Refer to and follow the latest edition Componen[ Safety Information, by TPI SBCA) for safety to these functions. Installers shall of BCSI (Building temposrryy and practices prior performing provide bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp 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 as applicable. Appiy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 63, 67 or 810, (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinh�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the this drawing truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability this drawing for structure is the responsibility of the Building Designer ANSIlfPI 1 Sec.2. and use of any per For more information see this ioWs general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www. into : SBCA: www.sbdndus .corn; ICC: www.iccsafe.orq IJob Number: Truss Label: EJ3ACLL1 OL /DR Horton /4EBB 1828-Cali "CI" LL OL I � 12.6 Ibs I FROM: AH 027 / T34 / EJAC I DRW % 09/29/17 I C 12 6 c� o � 2X4(A1) B c� A � D Ii1 3, 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 foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. : NA Ce: NA VERT(LL): NA B 190 193 / 201 / - / 86 / 3.5 BCLL: 0.00 Enclosure: Closed Liu':: NA Cs: NA VERT TL NA Rik Category: II ( ) D 52 / 34 174 ! ! 1.5 s BCDL: 10.00 g ry- Snow Duration: NA HORZ(LL): -0.003 D - - C 66 / 50 / 37 / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL):-0.003 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Br B Min NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 g Width Re q = 1.5 TCDL: 4.2 psf D Min B Width Re Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.178 q = - Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.078 C Min BWidth Req = MWFRS Parallel Dist: 0 to h/2 � Bearing B is s a rigid surface.. 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)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1. Pate Type(s):60 WAVE VIEW Ver: 17.01.01A.0723.13 Chords Tens.Comp. Chords Tens_ Comp. Lumber A- B 27 0 B- C 29 -106 Value Set: 13B (Effective 6/1/2013) Maximum Sot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l3B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. �x ws -STATE QF SOX* 40 01BA38 FF 55 8180 BB 7F48 00 99 2E,65 FB TwitSacmbnssaiadbyVaxwdmartim �E (ft. tic. Cd7.E32t esut?�a daaa #haw¢ ahcrm v:'eagasFiArl z�c#ientcai�siectfia, "Pin:atdisdar . ar are tixatcrexs3dcuad m�d_ti saaisd =d 0e55A3 auLienitcaE§txsr amweta. dfad m=yd ctmnk **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 andSBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olhenvise,top chord shall have property 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, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. WR& to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uildin Components Group Inc. shall n t 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 trvsses.A seal on this drawing or cover page listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this �aawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this ioUs aeneral notes Dace and these web sites: ALPINE: WWW.alDinefw.com: TPI: www.tDinst.om: SBCA: www.sbeindusW.com, ]CC, www.iccsafe.om Job Number: 136DCS106 Ply: 1 SEQN: 5394831 T18 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 09/29/17 4"3 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C 12 6 � C 2X4(A1) B 0 _F T ce) O LO T_ Ir- M 1 1' �- 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw 1 Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / - / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 110 118 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - I - 11.5 HORZ(fL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0,015 C Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 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: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 No 047182 STATE OF 4001SA39FF5138180BB7F4800992E85 FB ThU lttmka bftn aleawdoAf studd zA uiicdby Wre ti Marth=j n fn' Lk. 0471W( an 0a date %ftcwaab aw wing a S}Wl 2utheritcalionmda- ftbmdecpms.1thkties—tn trots ..ddwadsPptdandsralad amd kb-- xis'awwhemkt tkz mda nnmi t?l wrMPA on mydo trank rszaiaL 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, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI andSBCA) Eo) safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherv✓ise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacher�rigid ceiling Locations shown for permanent lateral restrainf of webs shall have bracin installed per BCSI sections 63, 67 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of p ) 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. F--- infnnnafinn cao Ihic inh'c nan 1 nnfx nano and thaw w h clt a Al PILAF• w alninnihu r TPI• w Mini nm' SRr:A� unaur shcinductnr c ir:r:, u irr_eafa nm Job Number. 06 Ply: 1 I L1 II 025 / T31 1 JACKI I BB1828-Caal"CLOLIDR Horton 4EBB 88Cali CILLOL FROM: AH DRW Truss iA I�t 11.2 Ibs ; 09/29/17 12 6 � C 2X4(A1)B M o LO 4"13 A D It1" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1 /30/2013 by ALSC Wind Member design based on both MWFRS and C&C Left cantilever is exposed to wind Left bottom chord exposed to wind. 1' 1� 1t )w Criteria (Pg,Pf in PSF) Defl/CSI Criteria ' ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): NA B 134 / 90 / 155 / - / 42 13.6 NA Cs: NA VERT(TL): NA D 13 / 3 / 11 / - / - / 1.5 tw Duration: NA HORZ(LL): 0.000 D - - C 1 / 19 / 18 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS ie / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 ;I Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - Std: 2007 I Max BC CSI: 0.013 C Min Big Width Req = - f Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. RT:20(0)/l0(0) Mfg Specified Camber: Types}: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. YE VIEW Ver: 17.01.01A.0723.13 A-B 25 0 B-C 19 -16 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ B-D 0 0 P£ n. tics =khenti= nbladcn liar **WARNING** READ AND FOLLOW ALL "IMPORTANT"' FURNISH THIS DRAWING TO ALL C a division of rI NI 1, or tor r1 acceptance any structure as No OM82 e a ASTATE OF 38 FF 5B 8180 BB 71-48 00 99 2E 85 FB rv=cLaro *nod zM=lad by LL7 zol Loartinrs,. 2sEl anthe rdatsatrawn abam wanga VA'i Y Vim. :ofddsda==Aaaonot cmd adstpadandzcalad ax.?laentzac&�ssr�dc My l to Wdf radon Wf adectiank ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. _ Refer to and follow the latest edition of lave bracing Installed per B, on the Join Details, unless Irawin any failure to build the this drrawing or cover page esign shown. The suitability 1 Sec.2. Job Number: 136DCS106 Ply: 1 SEQN: 539485 / T21 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW. Truss Label: CJ7 Wgt: 42.0 Ibs / ... 09129/17 6'3" 9110"1 f 67 37" D 4.24 p. o3X4 C v ar � i� =2X4(A1) B rl T 43 A G =5X6 F E 111&4 l 6'1"4 I 3'2" _1�' T 6'1"4 974 911 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe L/defi L/# Loc R / U / Rw / Rh / RL / W B 326 1154 / - /- /- / 10.6 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1129 / - 10 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 168 1132 / - /- /- 1 1.5 Des Ld: 37.00 EXP: C HORZ(T) L 0.009 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor. 1.5 B Min Br Width Re 1.5 9 q Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Req = - D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.306 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.247 Bearing B requires a seat plate. Loc. from endwall: NA 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: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 9 -6 C-D 59 -74 Value Set: 13B (Effective 6/1/2013) B - C 295 -638 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - G 578 -259 F - E 0 0 G - F 570 -262 Loading Hipjack supports 6-11-8 setback jacks with no webs. Maximum Web Forces Per Ply �J �a3 (Ibs) ++r ' Webs Tens.Comp. Webs Tens. Comp_ WindNo G - C 181 0 C - F 314 -684 Wind loads and reactions based on MWFRS. a am wraANN ¢ law + q it O1 SERIAL* 40 01 5A 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB Thli Item has been aleam-acaby.-Jpad aad scaled by iaasmzel taarttnas. P£ (FL. Lte.04r1e21 aurae date shwa aban wing a 5HA•1 zuthendcatbnrcda. ported ecplex6ldi %dwLF-ClA We not cmSidwed s4ncdu1d'Salad =00,4 aAcntimvm code M.k bd vznhid M aai eked.. cults. -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 SBCA) f-or to these functions. Installers shall temporary and safety practices pnor performing provide bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly for lateral have bracing insTalled BCSI B3, B7 or 610, attached riggid ceiling Locations shown permanent restraint of webs shall per sections as appiicab�e. Apply pplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinppComponents 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, , for the design shown. The suitability listing this drawing indicates acceptance of professional engineering responsibility solely this drawing for is the responsibility of the Building Designer ANSIITPI 1 Sec.2. and use of any structure per For more information see this lob's eneral notes pacte and these web sites: ALPINE: www.al ineitw.com: TPI: www. insLo SBCA: vnnv.sbdndu .coin [CC: www.iccsafe.org Job Number: 136DCS106 I Ply: 1 SEQN: 6890291 T29 if HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1628-Cali "C" LL OL Qty: 2 FROM: AH DRW. Truss Label: CJ3A I Wat 16.8 Ibs I I ... / ... 09/29/17 C 12 4.24 2X4(A11)B N � I 4"8 -L A D TY Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP. C Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face; 0-0-12 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 4'2" 3 4'2" 3 3w Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W NA Ce: NA VERT(LL): NA B 123 / 72 / - / - / - 14.9 NA Cs: NA VERT(TL): NA D 22 1- ill 1- / - 11.5 iw Duration: NA HORZ(LL): 0.000 D C 56 / 43 / - / - / - / 1.5 HORZ(TL): 0.001 D - - Wind reactions based on MWFRS le / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 g Code: FBC 2014 RES Max TC CSI: 0.134 D Min Brg Width Req = - IStd: 2007 Max BC CSI: 0.031 C Min Brg Width Req = - a Factors Used: No . Max Web CSI: 0.000 Bearing B is a rigid surface. RT:20(0)110(0) Mfg Specified Camber: to Type(s): Maximum Top Chord Forces Per Ply (Ibs) VE Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.01.01A.0723.13 I A-B 20 -13 B-C 19 -15 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No 0471.02 s. a �s STATE x ) }j apt I SERIAL 0 40 01 �A38 FF 50 8180 BB 7F48 00 49 2E 85 FB Atdritem1r sbten akctrmzicaSys3gnad'aid teakel by ti Mzraner, ?E (iL. t[r.tW 7.i92{ mm thm oaf¢ sfwwn ab¢rm u•.tnQ a Sf{A-i wilted 40 Z the 5i ,Vies. "WARNING`* READ AND FOLLOW ALL "IMPORTANT"' FURNISH THIS DRAWING TO ALL C a division of 'TPI 1; or torn acceptance any structure as ofthiid�At cot ccoc&cndsid and slated aeientkaYascede m.t be vrAfL-d at anydectrofi4c ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a propefly is shall have bracing installed per BCSI sections B3, B7 or 10, ive and on the Join Details, unless noted otherwise. kefer to isible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover pa e I responsibility solely_for the design shown. The suitability 0 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, -15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n- IPn mnh Wind Snead. 15' 161- Hnlnht. Partially Enclosed. Fxnosure D. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace is(1) 2x4 'L' Brace r (2) 2x4 'L' Brace sl (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' US P r 03 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O H Standnrd 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' Ill 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' It, 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' #2 3' to, 6' 7' 6' 10' 7' 9' e' V 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 1 14' 0' aj f #3 3' 9' 5' 3' 5' 7' 6' ill 7' 5' 9' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 1t' Ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 6' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13' Ill 14' 0' 14' 0' 14' 0' S P P #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14101 14' 0' U O H F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' t0' 10, 12, e' 13' 7' 14' 0' 14' 0' S P #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, a, 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' D P L #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' t� S P P #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O u f� ud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' I3' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 01. 5' 1' 8' 5' 8' B' 9' 11' 10, 3' ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' B' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' D P L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3'_I it, 6' 12, 0' 13' 7' able Truss A, Diagonal brace optlon, T vertical length may be doubled when diagonal 18' )K brace Is used. Connect I diagonal brace for 600# 'L' -fl- at each end. Max web Brace total length Is 141. ( 31E31E 11 2x6 DF-L #2 or better diagonal 'r Vertical length shown brace, single 8, X In table above. IIII I or double cut L 45' (as shown) at upper end 1pi Connect diagonal at midpoint of vertical web. "- ' _yt"'- Refer to chart above for _4t6 rlpng -VARNBIGI.w REM AND FRLOv ALL NDIES-IH TWS DRAWD(Q .. ..IWMTMTFURNISH DR RUNISH TM DRAWING TO ALL CONTRACIMRS INCLUDIM THE DaTALLIBS \ ` Q� �GEIV�L. Trusses require extreme taro Infabrlcatban 8, hdling, shipping, Instaltbg and b".1mg. Referi to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) forr.safety \_ pr Icoe prior to performing thew functions. Installers shoprov ptdo temporary bra= per fCSL Unless noted otherwise, top chord shall have properly attached structural sheathing and butt n chord shalt have a property attached rigid telling. Locations shown Far permanent lateral restraint of webs shall hove brocbng Installed per BCS[ sections 43, B7 or B10, as apptic.N.. Apply plot- to each face ^ " O of:;-. aMt- as shown above and on the -.t Do-11- unteee noted otherwise. ReFnd to draw 16OA-2 for standard plate positions y O Alpine , a dvWm of ITW Buitding Compments Group Inc shall not be responsible far my deviation from AN (TIN COMPANY this dm'wbg, y failure to buttd the truss In conformance with ANSI/TPI 1, or for horxAMg, shipping, an hstaaatlon 6 bracing of trusses. qr F! \\e A seal on this drawing or cover page Dstbre this drawhq, brdlcates acceptance of professional enghetring rospons0�0ty solely for the design shown. The sW W tY and use of this drawhp for any structure Is the responsmRlty of the BWdbg Designer per AHSV PI I Sect. 7f [ \\ 133B9 Lake!ronl Dave For information this b's notes aM these web shear Earth City, MO 63045 more see general page ALPINE, ww►atpbeltw.conr TPB www.tpinstergl SBCN wwwsbchdustry,orgl ICO wrwlccsafearg Bracing Group Species and Gradesr Group AI S cute -Pine -Fir Hen-Flr El / #2 Stanard 02 Stud #3 Studd 13 IStdndardl Douglas Fir -Larch Southern Pine.rw 03 03 Stud" Stud Standard Standnrd Group Ill Hen-Flr dl & Btr #1 Dou Ins Fir -Larch Southern Plnerw* #11 #1 #2 a2 Ix4 Braces shall be SRB (Stress -Rated Board). .*For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these rades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 PIP over continuous bearing (5 psP TC Dead Load). Gable end supports load from 4' 0' outlockers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )If For (1) 'L' bracer space malls at 2' o.c. In 18' end zones and 4' MC. between zones. iK)ffor (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 Spice f Refer to common truss design for peak, splice, and lates. heel p Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4. 01, but less than ll' 6' Greater than 11'6' MAX, TOT, LD, 60 PSF MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mmh Wind Snppel. 3n' Mann Hninht. Partinll,r Fnrincpd. Fx m—c n. 1(7t = 1.An S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) 1.4 'LBrace x (1) 2.4 'L' Brace x (2) 2.4 'L' Brace ■ (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B N #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' l2' 0' 13' 9' 14' 0' - U S PPf L� #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' B' 8' 9' 1' 11' 3' 11' 111 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' S. 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It, 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' ill 9' 12' 2' 13' 11' 14' 0' _j S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 1 11' 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' (U r I D r L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' _U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' i U S P F LIP #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' Ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Stud 4. 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 0)U I� Standard 4' 0' 1 5' 8' 6' 0' 7' 6' 8' 0' 9' it' 10' 4' 11' t0' 12' 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' l0' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' — #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Q1 D F L 1 Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' Ill 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10111 Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d UU S P F Ll F 143 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X fl Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' S P #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 14' ' 0 0 14' ' 14' 0' #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 011 #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' il' 0' Ill 6' 14' 0' 14' 0' . 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' S' 8' 1' 8' 7' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' Bracing Group Species and Grades, Group A- oruce-Pine-Fir Hem -Fir #1 / #2 Standaa2 Stu #3 Studrd a3 Stnnddnrd Douglas Flr-Larch Southern Pinexslx #3 a3 Stud Stutl Standard Stnndnrd Group B, Hem -Fir al 4 Br al Dou to Flr-Larch Southern Plne.xm nil aI #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). "For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss betall Notesi Vinci Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AboU_utl Attach 'L' braces with lOd (0.126'x3.0' min) malls. W For (1) 'L' brace, space nails et-2' o.e— able Truss In-18—end-zones and 4' owe between zones. Diagonal brace option- _ _ 7— _ 3A)Wor (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c between zones. vertical length may be - T —doubled-when-diagonal 18' W 'L' bracing must be a minimum of 80% of web brace is used. Connect l! L member length. diagonal brace for 690# 1 'L' Gable Vertical Plate Sizes at each end. Max web I Brace total length Is 141, �E Vertical Len tin No Splice 2x6 ➢F-L #2 or Less than 4' 0' 2X4 better diagonal r -�- Greater than 4' 0', but 4X4 Vertical length shown bracer single 8, less than 12' 0' In table above. 45' or double cut (as shown) at L 1 * Refer to common truss design for upper end, peak, splice, and heel plates. ntlnuous Hearing Refer to the Building Designer for conditions Connect dlagonn at mil olnt of vertical web. Refer to chart III IIIIIIJ not addressed by this detail. above for max ga�bMe rtfNM, length. WAVRa ..INPDRTANTo r TM DRAV—VARNM" READVIIW M ALL CONTRACTTUM DIV ALL NMS ON74Sia.un11% THE INSTALLERS, ��� p� �/ �� I REF ASCE7-10-GAB16030 DATE 10/O1/14 Trusses re Ire extreme care In fabricatl hand) sfd p bracing. w fabricating. ng. pInfe riatatun and bra Refer to and Follow the latest odtlon of BCSI (Buldng component Safety Infornntian, by TPI and SBCA) for of ty ErV Q. `�j l/\ these hags Installer halt p vid. taalpo,naeaS brad per BCSL Unless rated otlto::rf top d+wd htng button chard Zr �' shall property a ang 11,111 have a properly attached -told ..lift. Locations shown Par permanent tat. -I restralnt of web. halt have bracing h taxed per SCSI sections 83, D7 or B10, as applicable. Apply plates to each face of truce and pa.mlon as slm.n above and on the Joht Detalc, unless rated othe,.[.. Z No _ DRWG A16030ENC101014 ILh=IIJr—� Refer to drawings I60A-Z for standard plate positions, Atdivision ITV DZeling Conponents Group Inc be far from = ATE OF AN ITWIJOMA4NY pine, . of shalt not respanslbte any deviation this drawing, any failure to butd the truss h conformance with ANSI/TPI 1, or for Innd.Ing, shipping, installation s bracing of trusses. % .Q Q /t`/ MAX. TOT, LD. 60 PSF A seal on this droving or cover Inge listing this drawing, Indicates acceptarce of professional ` ((,�` for solely For tin destprs sfnvn, The suitability and use of this drawing arry Is the responsgsGlty aF ir. Bulldnq Designer per ANIVTPI 1 Sac2 13389 Lakelronl Drive Earth city, MO 63045 a, prwFo:.°n darnaaa—:a_ w`6,,10:'„s eere�el: _t:!Annµm thew .-b M.°Qro ..,, fgsoy�,�'„1 ,r0N�i1. t�t MAX. 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N}Im pa�o.aq aq o}. paau 4-ulof o} �ulof wo.af .817 ,aano sgam uaL{} 'az)v.lcl cloys o svL.l clam dj sYnoI�.AaA uj-�a- 4o j 1!'O� a aICFO D luaN o julaa L. 9 K4 1 , A V A AA:... Hip Frame Details waA,t, "lint )K Hip Frame, 'R' / Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SIFF, So, Pine, HIT, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration_f-ac-tor--r Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, ns tbac ,Hip Frame n es ed Hip n Trusses / B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all Bottom overlapping points with (2) chord of hip frame to be 0.131'x3,5' attached nails to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing, Hip Frame ection B-B i Setback ---- Stepped Hip System Trusses Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where Indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of Structur stepped hip system must be So. Pine lumber. must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiRotr� anels ► iiwrllns, �V�� READ AND FGLLW ALL NOTES ON THIS WAVB+o REF HIP FRAME MD04MANrn FURNISH THIS DRAVING TO ALL CRITRACTMM D D1.011[G TIE INSTALLERS. Trusses requV. ee — care In Pnbrkmting, handling, sNpping, hstalUng and bracing. Refer to and V� `SF DATE 10/01/14 folio. lino Latest etlltlon of HCSI CBu0.Nno Component Safety Information, by TPI and SBCA) for safety Pratt$.. prlr to performing these functions, (nstnUera shall provide tenperary brac�g per 112 _ N unless .ated othereise, tap chard shau have Prap.rly attached structural aheathl-a and baston e+ord a * _ DRWG HIPFR1801014 .hail have a properly attachetl rigid carting. Locotbnc shown for permanent lateral restraint of cabs, _ Q ��� shall have hrodnp installed per BCSI sections the J or Dev as opd$a6le. Apply plates to each face = ` of truss and position as shorn above and on the Joint Details, ass noted o relse, Refer to drcelrgs 16CA-Z for standard plate pasltions. S A E OF Alpine, a dviskm of [TV Building Conponents Group Imo shall not be responsible for ury deviation from S Q nia (T�NOOMPANY this Brae ng, any fn0.ure to b!tl the truss h conFornance with ANST/TPI I, or for hand no. sin ppkg, hstnllatbn 6 bra tlng of trusses. r R A seal on this dm*V ar cover page Ustig tW drawing, hdcates acceptance of professional enilin r.spansmuty safety far the design Shown Tire sultobUty arel use of this d-,&Q Far anY b[ sire respansWlty oP the &ildhg Dedgnar Per ANS[/TPI 1 Sec2 �xt EY',¢�Alfl1 E.,1h Lakefront Orivs Far more information see this job's general notes It frr4'\M t� Earth Cily, M0630A5 ALPINE, eeealn"te.conl TPL —tolnstar) SBCM ere.chcNd-uctrvora ICE, —.1c� ce ufearo idf11111111111t11 Valley Detail - ASCE 7-101 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )K)K Attach each valley to every supporting truss with) (2) 16d box (0,135' x 3.5') nails toe -nailed 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, 12 3X4 12 Max, 2X4 X4 I--- 8-0-0 max -� 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') 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 witht properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. *xx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut Bottom Chord Vallev Valle Spacing oe-nalled 12 12 Max, X3 1X3 6-0-0 1X3 5X4 SPL (Max Spacing) 1X3 2X4 Q aG\� SQ 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, Square Cut Bottom Chord Val 2X4 4X4 Stubbed Valley Optional. Hip End Detail Joint Detail tltpllt nl Hl Ui,� -WAfdlDQ- FEAR AIM FMLDV ALL eIVICS ha TM MAVIN[a �`� TC LL 30 30 40PSF REF VALLEY DETAIL o11IPMANTss FLMISH THIS DUVM m ALL CNTRACTtRS BCLUBM nE ULSTALLUM � Trusses require e.trene care In PabrkatkV. handling. shlppa9.Installing and bracing, Refer to and ditlon Q � l�.flJ"` 'O •• C DL 20 15 7PSF DATE 10/01/2014 fotta. the latest eof SCS1 QA(ding Component Safety Infornatlon, by TPI and SBGU for safety practices prior to perforhlng these funetloro. Inatatlers shall provide temporary brodno per BCSL lW s rated other.ts., top chord shall have properly attached etruct.ral heathb+g d bottan Nord �• �� B:C DL 10 10 10 PSF DRWG VAL160101014 shall have a properly attached Hold or Locations ho.n far pernamnt toutal r.atralns of sobs ��� shalt have hracl1nnRg Instatlad per SCSI sectors B3, V or 510, as applicable. Applyy plates to each face _ 11 d of truss ord P. Van as sham above and on the Jaint DetuBs, .Mess noted otherwl-. * BP, LL 0 0 0 PSF R.ier to dro•lnos I60A-Z for standard plate posttlons. '- Alpine, o dvlslon of ITV IIWIm a Components eraup Inc. s Fit not be responsible for anydrviatO n iron _ TOT. LD, 60 55 57PSF AN IIIYNMPIll this dr..kv, any foltw. to b. the sruss to conatfarronce slth ANS1/iPI I, or far hen g, shlppe�g. laTIF OF Instagatlon L bracing of trusses, e(1 A cool m this draeMg or cover page listing this d,•a•btg, Ihdeatas acceptance of profassbnal ���.n 5� tip re�v�smNty saeiy for the decl�r� shorn me s,atabltty and use of this drestng -,, V 4 () ®q UR.FAC,1.25i1.33 1.15 1,15 13389 Lakef-1 Drive Eery s3v F k the re po nlbPtty of tfia &ddnp D.sipn°r per AtS[/iPi 1 Ssr2 ��(`� �; y �." �� E.0h My, M0630,15 for tore Inf—tlon see this Job's general notes page and these •.b cites+ :`(.$'tf7h, ..,✓tl�.,i��� SPACING 24,0' ALPINE, .••alpinelt 1 TPh ee.,tpelstergl SR e.esbcbdustry argi TIM .nkcsafe—o I, lT,141 aDjdl, v� Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 t60 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg tocated anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notei 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 purlins, 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 toads. stsl Refer to Enolneer's seated truss desion drawino for oloevl ack and base truss soeclfications. Detail A i Purlin 12 Up to 12 17 4' 2' 2' Spacing = 24' c,c, or less 041 max 4' L--Top Chord Scab <Typicat Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B 1 Purlin Spacing > 24"' o.c,Piggybackcap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0,135'x3,5') and secure top chord with 2x4 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord i i using ii n minimum of C2\box Halts (0,135'x3.51). Up to 12 4' 4' \\ I I \\ I I I I Purlin max > 24' o.c,.c. max m Top Chord Scab <Typical Each End> Chord FuLt Flat top chord purtins required at Depth both ends, purlin spacing) Note- If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. t)a¢djfifllljj WARNINGS fIEAO AIG FOLLOW ALL NOTES ON THIS DRAVINfd ,:v\ �v ■.nwuIQB ITANTw FMGSH TBRAVING TO ALL CONTRACTORS INCOMING TW INSTALLERS 1- P 'l/�� Trusses require extreme care In Fabricating, handUng, sNPping, Installing and bracin6 Refer to and C fo11, the latest e11 of BCS1 CB1, Conpanent We, Infornatian, by 11 and S )for saFety ` SCE Mtessaoste�d r 'to perf top these sh lunc�ons. Instatlers droll provide temporary brndng per BCSi. _` tr op properly attached structnaral shenfWag mtl bottom chord IV f NF shall hnvo a properly attached rigid c.%I ng. Locattons shown Par permanent lateral restralnt of webs (T �1� chap hnva bracing Installed per above and on 83, J or Details, as nppekob(a. Appty plates W anch fneo — - d Iil II�IIUL�—)�I of truss and ppaasttbn as sham nhove and on the .blot Detass, wtess noted otherwise. Reier to drowlrgs f60A-Z far standard plate posittoas. Alpine, a division of ITV BLA Components fmoup Inc shall not be resp-Oble for 4n devWtbn from + "() AN fl WOOMR4NY tNs drawing, any failure to bWd the truss In confornonce with ANSI/TPI 1, or far handl�w. sruppwg, ►� A�� OJ installation L brodng of trusses. m A sent on this drawing or cover page listing this al —I g, InAcates acceptance of professla-al r` respornlblgty solely for the ,design shorn. The sWtadUty and use of this d-nwing 13389 La'refront Wive for any Is the respmnsmtlty oP tM 8,dieBnp Beslgr-er pppeoor�� ANSI/IPI 1 Sec2. `,cam Earth City, MO 63D45 For ealabwfornotion set this Njob's , Sera ww.general escpage and ro Ie wwrweb stow,ALPINFaarp �rff"©�AI �I�,1�F���� Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box halts (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using <2) 16d box nails (0.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trutox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC L (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. Notes Nalling thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trutox Use 3X8 Trutox plates for 2x4 chord member, and 3X10 Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathinggussets (each_£ace)._Attach-@-8'-o.c-with-(e? 6d common (0.313'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Verticat Scabs 2x4 SPF 02, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box malls (0.12B'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 Piggyback Plate One 28PB wave plggyback plate to each face @ 8' o,c, Attach Teeth to pigg back at time of IF brlcntlon, Attach to suppor Ing truss with (4) 0.120'x1,375' nails per face per ply, Piggyback plates may be staggered 41 o.c. front to back faces. SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Rein -Forcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss'design but an alternative web reinforcement method Is desired. Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 I-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6CV T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 00 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',m1n) nails at 6' o.c, Reinforcing member Is a minimum 807 of web member length. T-Reinf. L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing' member Is a minimum 80% of web member length. Scab Reinf. READ �w+6 �T� CLUB �nmra �,y f'�i,� TC LL PSF REF CLR Subst, THIS WAARNMIss TO &L c NnZAcALL ■■DwaimNT I rG THE E 1NST&LERs Refer to �.�`'�v�� �i %� Trusses require extreme care In fobrknting, hnnd0n ship ppM , InstnlU and bra and foUor the latest etlltlon of SCSI TBuetBnp Component SOFety InfXnntlonby TPl and .') for safety to these functions. Tnstalterrs shall provide tanporary brndrg per BCSL `� Q Ae ,YS 2 TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 practkec prbr performing Untesa no otherdse, top chard shatt hove property attached structural sheathing and bottom chord for lateral restraint of aces V`� C DL PSF q I'7 P�� QII If—J1� Itl=ItJr� shah have a propeHy attached r rigidBUT ceiling. ctLa Locations shorn permanent shall have bwcing Inst.,t d per BCSI rectionr 13, Hi or 810, as appflcabte. Apply plates to each face f truss drd ings6as shorn above and on the Jafit Details, unless noted otherwise. Refer to and position as for standard plots poe ons A = '/f l/Jr / %C LL PSF _ AN {TW COMPANY Alpine, a Wsl- of RV Buitding Component. Group Inc. shalt not be sponslble for any deviation from this draslnp, any faRurc to buRd the truss N eonfornonce with ANSIRPI 1, or for handling, shipping, 0 .� /aT SOT, LD, PSF Instollatlon s tradng f trusses. A seal on this ,frasing er cover page listing this drosing, b+dcntes occepta'ce of proPessimml enpineerbg responsbNty solely For the design shorn. The sultabitlty and use of this drnrhp for lure Is the the Bu0.Mg Designer ANSEMI 1 Sec.? 9,r� �f,' �{ W�' Fj �t"S If' (�.� 6p6 Fl W DUR, FAC, )3309 Lakefront Drive Earth City. MO 63045 any str responsibility of per ALPINE,, rrcalolneltr.controiPl errr�toiristorm SHCb rrr.sbcV�tlustr acme lCO rnlcctofearA F� +��(•,! �¢IFO. {,1�jIj Arsr Ri1� . ..,`��av SPACING Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid only 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 sppecies as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o.c., rows staggered, Nail using 10d bbx 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 tle-In loads. s L in L 4' O c --� Typ(cal 1-- 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 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 45004f 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# S L Ninlnum L Distance B L - - -—t— O + O L \ 1� O + O + O + O + tun L Wstnnce Dls — i 2' �— Stagger L + = Back Face 10CI Box (0.128' x 3', min) Nailsi Staggered o = Front Face 2x6 bee RowW Member - TDrI Sta -00 `i Nail Spacing Detail I - �"' 4 n< r.VAMMiPr READ AND M.LOV ALL NOTES W TIM DRAWING] rrWPtpNTANT.a FURNISH THIS DRAVDNG TO ALL CONTRACTORS INCLIMING THE INSTALLERS, Trusses recpiW rene car ..te in Fabricating, handing shipping, mstolUng and bracing. Refer to A- ��A1 �,J r '''Yr� REF MEMBER REPAIR DATE 10/01/14 and It.. the fatesY edtion of BCSI (Buldmg Carywnent Safety Inforrmtion, by TPI and SECA) for safaty to � r prnctic.. prior perf-mi ng these functions. Installers shag provide temporary bradsg per BCSL Unless oted otherwise, top chord shot( have property attached structural sheathing and bottom door small Hmv¢ o properly attached rWW ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing Installed per St sactIMS H3, B7 or BIB, as appticnbte. Apply plates to each face truss 1V0. tl DRWG REPCHRD1014 d �� of and ppoosition as shorn above and on the Joint Detats, unless noted otherwise, Refer to drawings 1611A-Z for standard plate positions. Tr� AN r WCOMPANY Alpine, a divtston of 1TV Bullding Components Group Inc. shall not be responsible for an deviation frony� this drawing any faFWl we to bd the truss In cooforitance with ANSI/TPI 1, or for handling, shipping, tlst.RdtbL n bracing of trusses. }� V� yy. C 0 A sent an this d-n.Ng or cover page Ustbg this drawing, bacotes ncceptonce of professlanal engkneer4g responsR)Uty =Witty far the d.slgn sib.,. Th. n.tnr.lty and use of this drawing For tiny structure Is the "esponsWlUty of the Mcling Designer per ANSIMI 1 See2 4„ �:° R �, F(� ram•,• ff4 t,T� �11 13389 L8ketronl Drive Eanh City, MO 63N6 ALPWEFor nw.nle InfarmWn see this Jobs general notes page and these web sites pH)ettr.cam, rPa rw..tobutoro, s6GA rrrsbdntlustrvarm ICG rrrJccrofearen /•�p� �y (L °°°° ZfI/ff�VlYry� „tt\t f.............a SPACING � 24,0 MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TO� ILLER 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' ❑,C, MAX,, OR SEE NEXT ❑PTION. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. — FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTI❑NS OF A TRUSS), )KLATERAL BRACING IS NORMALLY REQUIRE➢ 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 PFR THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET f USE THIS DETAIL FORI CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, i LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, )ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (I04'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE: FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIE➢� — 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'REG. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE (0,120') x1.375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), -UPERTMT- r R�nRRA we TO ALL ACTALL OR"s THIS THE DWALLfRs `��•`DS `• J�q- ,v�y�v��/�•,'�r REF BC FILLER Trusses regWre trene cart In fabricating, handling, shipping, InstalUno and bradv, R.Ftr to and @�C� ��}� (� '' +' r DATE 10/Ol/14 fUlow the latest atlttlon of BCSC tB, ng Canponrnt Safety InForrgVon, y TP[ and SBCN for safety ` �l pprraactices prior to prrfor f , these functions. [nstaUers shall provide tenPororyy bratlng per HCSL �/ 'Y l)rleas .otee otlwrwce, top chard shag have property attached struct,awl she.Wng oM botta� 78T/A DRWG REPBCFIL1014 shall have a properly attached rlpid cewa, Locations shot. For pernanent lateral restralnt of rbs of Imv¢ bratlrq hstaUed per above sections the J or BCO, as U essbno Apply plates to each faee II'llL—� of truss aM ppodtlon ns shoen nbova and on tha .joint Hetasc, unless rated otYwrwlce. Refer to drawings 164A-Z for standard plate positions. Alpine, a divislan of ITV Bu0.rBrp Conponrnts Grot�.pp Inc shall net be responsible for any drvihtl n Fr !F OF y ANRWCOMPANY this drawing, any fa4ure to bIW the truss in confornance elth ANSr/TPI 1, or for handling, sYJppVq, .q 4 hstallatlon 6 bracing of trusses. A seal on this drawing or cover page listing this drawing, buicates acceptance of Prafess7or4 i ¢erk�p respar,:ty swrly Far the design shown Tlr sdtabnlsy ord use oP t1+w drawing �l O FE 1 4i fr awry sin+cture Is tlw respons ltY of tha 6ildwq Detlgnn^ per ANSI/CPI 1 Sec2 E.,lh City, MO 3045 For nore Infornotlon see this Job's eneral notes page and these web sites. 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