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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS Q11w 19900 Independence Blvd. Groveland, FI 34736 oitiponentS, ut one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS017 Printed: Fri, Oct 13 2017 lob Information: Address: EOR Name and License Number., romerNeme: Creekside Lot 17 Horton 8421 Cobblestone Dr cription: City, State, Zip: 3B 1828-Cali "C" Fort Pierce, FL oadin Information• g Root Loads: TC Uve: TC Dead: BC Live: BC Dead: Floor Loads: TC Live. TC Dead: BC Uve: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AS 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 Cl GE 20 EJ7 21 BJ5 22 BJ3 23 BJ1 24 CJ7 n u e l 01g-U!i-d.TMan"e1M.— DI8 mUS, o=ldenhust A65 Business Represe.iW., —M AND EAssoaaa P.A,a Manuel Martins, •a.9331t.I930D300.1tI0.1,7w1a709800000 .. ♦ N _17,t900000271F n�z9Adobe A,xpliSt DCveNore 7a19.W6.30352 _. O 047182 h7' � 4iaa AT OF SWELAL M'" ..I-, :. 40 01 SA 39 FF 58 81 BO BO 7 F48 00 99 2ESS FB Thu itemitdsbcan s xaladbi F,ixasart A9:irttn¢.s; �£ fFL. 1�.d4T.t�jmG'�ed::Seistidrvn i gaga SNT.i as.�h enGca.Ye:ss TA"J¢. eiistadaoleksdamndi ararx:�"-mvsgtcmi2om9slii ddnu'raalad and t1a 54A�3 asAftenttiaraco:l¢ ras�t L,a sariffed rariaty� agactrarh CIMIDL -File copy Page 1 of 1 Job Number: 136DCS017 4EBB 1828-Cali "C" IDR Horton /4EBB 1 Truss Label: Al T10" T10" "C" Ply: 1 SEQN: 635448 / T10 ! Qty: 11 FROM: AH Wgt 221.2 Ibs 14'4"7 19'10" 25'3"9 6'6"8 5'59 65"9 g 3X4 D 12 6 p (a) g5X6C I (a) (a) Fz-�3X4 31'10" 6'6"7 k5X6 -_G DRW: / ... 10/13/17 39'8" T10" fo 0 :�HM4X16(A2) P O N M L K J 112X4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4 7'8 3"4 2'0"1 5 9"1 5'9"1 2'0"14 4'3"4 7'8"12 7'8"12 1 i + + + 14'D"1k 19'10" 257"1 27'8" + 31'1"% 39'8" �1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefUCSi Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L!# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 1709 / 961 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.psf Code I Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.9 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & H are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.551) Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.604 Loc. from endwail: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 (WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 E - F 1108 -1898 Lumber B - C 1442 -2960 F - G 1263 -2429 Value Set: 13B (Effective 6/1/2013) C - D 1263 -2429 G - H 1442 -2961 D - E 1108 -1898 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2568 -1122 M - L 2081 -814 {�A1ffiltjt P-O 2565 -1122 L-K 2566 -1128 Bracing - O - N 2565 -1122 K - J 2566 -1128 (a) Continuous lateral restraint equally spaced on member. Or 1 x4 'T" reinforcement. 60% length of a se N - M 2081 -788 J - H 2568 -1128 web member. Same species & SRB grade or better, �. `�� Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113W.5",min.)nails @ 6" oc. �� * „ *+ ead 471 2 Webs Tens.Comp. Webs Tens. Comp. " w "aS,i a P - C 286 -13 M - F 468 - 734 Tray Scab(s) W. C - N 387 - 554 F - L 484 - 204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach, scab to face of chord with: Nails @ 8" oc, plus N - D 482 -203 L - G 387 -554 additional nail clusters at: BRG.: (0), heel: (0), 1st * w+jSTATE OFs D - M 468 - 733 G - J 286 -15 panel point: (0). 7r "7 y�. E- M 1338 -714 Loading Truss passed check for 20 psf additional bottom��, chord live load in areas with 42"-high x 24"-wide clearance. • i'vR. Wind _. 40 01 SA 38 FF 5B SIZO 813 7F48 00 99 2E 85 FB Member design based on both MWFRS and C&C. i#tsieamiistcaaokzi a�ZI =ledtyarawelmjriln f£4A..6tc.Y,37F82tas:t#�ae5aii alwpn'at%,�ar"8nazs?i$.i ' Pstatcd ecgYis;.afties daErtrdcratnsmn a crsaddefdd signed and s Ind and tha..5x+a:< a sdhc.6mt csa''rcde musk be waW-d.,m ssrjdedronk 1 1 "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 Componen Safety Information, byy TPI anr7 SBCA) r safety practices prior to performing these functions. installers shall provide temporarryy bracing er BCSI. Unless noted olherwise,top chord shall have properly, attached structural sheathing and bottom chord shall have a pro pperly attache�ripid ceiling Looationsshowri for•, permanent lateral restraint of we shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face o .truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingqComponents Gi p Inc. shall not be re sponsible for any deviation from this drawing any failure to build the truss in conformance with ANSIlfPI 1, or for hanng' shipping, installation and bracing of trusses.A seal on this drawing or cover page_ I this drawing indicates acceptance ofr6ssr.n.engineeringresponsibility solely for the design shown. The suitability nd useofthisgIngforny strctue ise responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 635452 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A1A Wgt 254.8 Ibs .. / ... 10/13/17 7'10" 14'4"7 19'10" 22'6"4 28'a 31'10' 39'8" i' 7'10" 6'6"8 5'S"9 f 2 -4 + 4Y"12 s2" 7'10" E-RX12 164 =3X6 =3X4 m6X8 1112X4 112X4 M-5X10 1' TB"12 4'3"4 2'0"1 5'91 2'10" 4' 50"1 7'11"15 1' TB"12 12' 14'01 19'10" 22'8" 26'8" 31'81 39'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf, NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defi L/# VERT(LL): 0.233 F 999 240 VERT(TL): 0.539 F 876 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K - Creep Factor. 1.5 Max TC CSI: 0.615 Max BC CSI: 0.549 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC t�i)1 BracingA�A (a) Continuous lateral restraint equally spaced on member. Or lx4 -r reinforcement. 80% length of web member. Same species & SRB grade or better, .• ' attached with 8d Box or Gun (0.113"x2.5",min.)nails 4W N 047102 TrayScab(s) -'ft ; (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus+ »s "' s additional nail clusters at: BRG.: (0), heel: (0), 1stSTATE OF panel point: (0). Wind v� 0 3 Member design based on both MWFRS and C&C.�� g �w" R °� 1aaaw* `f1 N A ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 /708 /960 /- /445 /8.0 1 1557 / 707 / 959 / - /- / 8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1417 -25K% B - C 1439 -2761 G - H 1753 -3390 C - D 1261 - 2220 H - I 1434 - 2754 D-E 1106 -1732 I-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 2390 -1119 P-O 20 -9 S - R 2387 -1119 N - L 2965 -1289 R-Q 2387 -1119 M-K 26 -12 Q - P 1897 - 788 K -1 23B2 -1121 d Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens_ Comp. S-C 286 -13 N-F 214 -147 C - Q 384 - 563 N - G 578 -1048 Q - D 458 -199 G - L 869 -407 D-P 471 -681 L-M 71 -3 orb E - P 59 - 531 L - K 2552 -1200 E - N 2267 -1099 L - H 634 -187 k P - N 1880 - 659 K - H 466 - 869 N-O 18 -1 SEPAL t 40 01 5A 38 FF 5B 81 E0 857F 48 00 99 2E 85 FB iFiL ltnmhasixcai ckgrastcaa�/si};ned a� scaled by FAanaci Martme3 PE(FL. ltc.047122(on thadeeAs nabGra rr rci' gaSHZ 1 oath en=.t& as cad e. ?mud copi"ofthhdona-artaronotcrosddmadsignada dscaled and hawdf4-A cnawdl trnnb azl= **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an c7 SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chard 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 bracinq inslalled per BCSI sections B3, B7 or B1 D, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of FiPi t,orrorn acceptance any structure its drawing any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS017 Ply: 1 1 SEQN: 635461 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-C li "C" Qty: 1 FROM: AH DRW: Truss Label: A2 I I Wgt: 246.4 Ibs .. / ... 10/13/17 T10" 14'2°11 19' 20'8° 25'5"5 31'10" 39W 6'4"11 4'9"5 1'8" 4'9°5 6'4"11 T10" m5X8m5X6 E F 12 6 p c a 5X6 C I �4X6(A2) B I A 1112X4 D G (a) (a) 1112X4 t45X6 H �4X6(A2) J Q P O N M L K 1112X4 =3X6 =4X10 =4X10 =4X10 =3X6 1112X4 T8"12 4'3"4 22"11 57°5 5'T 5 2'2°11 4'3°4 7'8"12 1 T8"12 112' 14'2"1 19'10° 255"5 2T8" 31'11"4 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 G 999 240 B 1557 1710 / 963 / - 1428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.352 G 999 180 1 1557 1710 / 964 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.145 K - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor. 1.5 1 Min B rg Width Re = 1.8 q Soffit: 2.00 BCDL:5.0 sf P 9 Bld Code: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h!2 to h TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.648 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie (Ibs) GCpt: 0.18 I 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 F - G 1428 -2193 Lumber B - C 1469 -2762 G - H 1287 -2212 C - D 1286 -2212 H - 1 1470 -2762 Value Set: 13B (Effective 6/1/2013) D- E 1428 -2193 I- J 27 0 Top chard 2x4 SP #1 E - F 1087 -1539 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2391 -1147 N - M 1534 -596 Bracing Continuous lateral 3 / MAP ° Q - P 2388 -1146 M - L P O 2388 L K 2388 -1162 2388 (a) restraint equally spaced on "T" t - -1146 - -1162 member_ Or 1x4 reinforcement. 80% length of�'rar web member_ Same species & SRB grade or better, qo O - N 1534 -584 K -1 2391 -1162 attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. a No 047162 Maximum Web Forces Per Ply (Ibs) + Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) Q - C 290 -13 N - F 338 -255 (1) 2x4x0-3-11 x SP ff3 scab at each end. Attach to face Nails 8" C - O 386 -570 F - M 817 -562 scab of chord with: @ oc, plus` BRG.: heel: 1st ,, +w D - O 315 - 317 M - G 315 -317 additional nail clusters at: (0), (0), (0). +� ai O-E 817 -562 M-H 386 -570 panel point: eo�'��r s ��� E - N 338 -256 H - K 290 -15 Wind 110 �qvR��ti ex Member design based on both MWFRS and C&C. 40 01 SA 38 FF 5138180 BB 7F48 00 99 2€ 85 FB This I,tamt has boat cla s4ncd wOa fad by Mac lMarttnes, ?E (L. Lic.C47101 on 00date shovin abash ving a SF4741 aathartkattmadm Fffktndecpin..odttiAda.--cotananot Cr W madAvwdmdscaled and the mxu %a =&ant =Nancaie mut be xeaifirf tnamydect=4-- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7 SBCA) fo'r safetylIpractices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oherwise,top chord shall haire 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 B3, B7 or 610, as applicable. Appty plates to each face of truss and positio(r as shown above and on the JoinCDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group inc.,shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI�PI 1, or for handling shippin�, installation and bracing of trusses.A seal on this dgrawing or cover age _ _ listing this drawing indicates acceptance of profession. engineering responsibility solely for the design shown. The su' brirty and use of this g�awtng for any structure is the responsibility of the gutld)ng Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 , SEQN: 635457 / T1 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt 235.2 lbs / ... 10/13/17 T10" r 14'213 18'0"1 21'7'15 25'5"3 31'10" 39'8" r T10" 6'413 + 3'9"4 + 37"14 } 3'9"4 + 6'4"13 T10" a 5X6 1112X4 ts3X6 m4X10 m4X10 a4X10 M X6 160 1' T8°13 4'3"3 2'2"13 5'7"3 57"3 2'2"13 4'3"3 7'e"13 1' 7'8°13 12' 142"1 19'10° 25'5°3 2T8" 31'11"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 16D 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 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" 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) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.150 D 999 240 B 1561 1711 / 965 1- / 408 18.0 Lu: NA Cs: NA VERT(TL): 0.347 D 999 180 1 1561 / 711 1965 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.147 K - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Bearings B & I are a rigid surface. TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.977 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0)„ Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): ' WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1461 -2183 B - C 1502 - 2771 G - H 1318 - 2215 C - D 1318 -2215 H -1 1502 -2771 D-E 1461 -2183 I-J 27 0 E-F 1144 -1617 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2399 -1176 N - M 1606 -679 Q - P 2396 -1176 M - L 2396 -1203 ex° P -0 2396 -1176 L - K 2396 -1203 x� !x -iiP O - N 1606 -659 K - I 2399 -1203 Maximum Web Forces Per PI Ibs an Y ( ) No 71 Webs Tens.Comp. Webs Tens. Comp. a Q - C 290 -13 N - F 299 - 216 C - O 389 - 579 F - M 766 - 533 D - O 300 - 288 M - G 300 - 288 O - E 766 - 533 M - H 389 - 579 E-N 3W -216 H-K 290 -16 40 01 5A 38 FF 50 81 BO BB 7F48 00 99 2E 85 FB rhttitarnhaab"neMttr AlabjM hedZ-Aa atcdhy)Aa dMarkin". Ff (�i., tic. caz3szl an N� daSa shawa alms u^.Sng a SKh>L audsant4tat&� �rw E'rmtad crr�ia:�irha�s daarrnlaus not cxsur&rsd �$'r'� and scaled and tlsclauthcntSca9ic�escadcmust lttavif3ed ra. asr�clectt9rsk mains: —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of Wss and position as shown above and on the Joinf-Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of TPI 1; or torn acceptance any structure failure to build the g or cover page un. The suitability Job Number: 136DCS017 4EBB 1828-Cali "C" /DR Horton /4EBB 1 Truss Label: A4 B T10" 7'10" 12 6 P 5X6 Ply: 1 SEQN: 635459 / T8 / HIPS "C" Qty: 1 FROM: AH DRW: Wgt 238.0 Ibs 14712 — F"4 310" 39824 66'4"12 2974N2259412 I T10" =5X6 E_— F 1112X4 ��/n\ 1112X4 1112X4 = 3X6 = X10 = X4 = X10 = X6 1112X4 10/13/17 �1' 7'8"13 4'3"3 2'2"12 5'7"4 5'7"4 22"12 4'3°3 TB"13 1� T8"13 112' 14'2"1 19'10° 25'5°4 2T8' 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.146 D 999 240 B 1561 / 712 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 D 999 180 1 1561 / 712 / 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_ C HORZ(TL): 0.149 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 it 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 tolh 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 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 I 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 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 - 1 1517 -2772 D-E 1466 -2162 I-J 27 0 Top chord 2x4 SP #1 E - F 1189 -1702 Bot chord 2x4 SP 91 - Webs 2x4 SP #3 Lumber value set uses design values Maximum Bot Chord Forces Per Ply (Ibs) 3 by ALSC approved 1/30/201by Chords Tens.Comp. Chords Tens. Comp_ B-Q 2400-1195 N-M 1664 -748 " Wind Member design based both MWFRS C&C. Q - P 2397 -1195 M - L 2397 -1224 on and P - O 2397 -1195 L - K O-N 1684 2397 -1224 -724 K-I 2400 -1225 ` s o 7 Maximum Web Forces Per PI ( Ibs)" ft � Webs Tens.Comp. Webs Tens. Comp. 0 a 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 698 274 -241 r - -494 M - H 392 - 582 ! it E - N 281 -195 H - K 289 -15 40 01 SA38 FF 56 8180 BB 7F 48 00 99 2E R5 FB Atait itamTas bem elcttronieaffi/sS} cd m9x fcd 4 Ma—1 mirth", 4£(FLU ttc.G4r1821 on the dawstwwn abant W. gaSNA-1 H.Kheest3gtv¢asar. Prtated<opin dtfum docracsaarm not=W&Ted Apwd—d=Id and ttW:SHA,lavtltentxarientoflcrn rbaarcrir dtataoydcctionic cmiot. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlingp shipppf g, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) foF safetTpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryly attache tl 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 Join t Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shelf not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling' shippmp, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professioria7 engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the 8uflding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 635473 / T15 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 ' FROM: AH DRW: Truss Label: A5 Wgt 240.8 Ibs / ... 10/13/17 i T10" 14'2"12 16'0".�. 19'10" 23'7"15 i 25'5°¢ 31'10" 39W r F, 0; 6'4"12 + 1'9"5' 3'9"15 3'9"15 T 1'9°5T 6'4"12 T10" -3X4 =5X6 11234 =3X6 =3X8 =3X8 =3X8 =3X6 III2X4 1' i 12 4'3"4 2'2"12 5'7"4 57"4 2'2"1 4'3"4 7'8"12 1' r = T8"12 + 12' +T'01 19'10" 25'5"4 2T8" 31'11"4 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: 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 it GCp!: 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. 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): 0.150 F 999 240 Lu: NA Cs: NA VERT(TL): 0.346 F 999 180 Snow Duration: NA HORZ(LL): 0.065 L - - HORZ(TL): 0.150 L - - Code I Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.593 TPI Sid: 2007 Max BC CSI: 0.555 Rep Factors Used: Yes Max Web CSI: 0.664 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 713 / 964 / - / 367 / 6.0 J 1557 /713 /964 1- /- 18.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A- B 27 0 F- G 1265 -1826 B - C 15W -2763 G - H 1495 -2163 C - D 1351 -2210 H -1 1351 -2210 D - E 1495 - 2163 I - J 1629 - Z763 E- F 1265 -1826 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 7 R - Q 2389 -1212 N - M 2389 -1242 e 'fF Q - P 2389 -1212 M - L 2389 -1242 P - O 1747 - 775 L - J 2392 -1242 4 » No 0471;82 Maximum Web Forces Per Ply (Ibs) . 3 Webs Tens.Comp. Webs Tens. Comp. R-C 289 -12 O-G 277 -181 C - P 390 -576 G - N 690 -521 ��, ! D - P 312 - 253 690 N - H N-I 312 -253 390 '�r "Yar,'e P-E E - O -521 277 -181 I - L -576 289 -14 P* F - O 201 -219 40 01 SA38 FF 50 8180 BB 7F48 00 99 2E 85 FB rfisltamBas}asmclattrcnsca t3�aedae'SzcafadIrjrAu"IMarth", ? S €ri.. Lk. 047192.1 m thessate sbocas abaw voq a SHA.i a�enCrrattcaa aaYdda. 2tbtad ccpta afthk date,:ma= not ansddmod s'j..d and=6d and dw Zactfsenfx tams dcns f be aarif nd casmydmtrariz cmples. "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 i Safety Information, by TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d1herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 3id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 'le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to a division of failure to build the g or cover page in. The suit7ability any Job Number: 136DCS017 I 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A6 I Ply: 1 City: 1 Wgt 240.8 Ibs SEQN: 635471 / T7 / HIPS FROM: AH DRW: / ... 10/13/17 7'10"14 14212 �'4 39"2 39'8" 114 T1 I F +48 491410 963"13 3 f' 7'10°1400 =3X4 =5X6 E_ s F G 1112X4 D H 1112X4 12 6 F,—,- e5X6 o 05X6C I I F; ih m =4X6(A2) B I J-4X6(A2) 33 A K 1112X4 I = X6 X8 m30X8 - X8 3X6 1112X4 TB"12 I4'3"4 2'2"12 5'7"4 5 5 2'2°12 4'3"4 T8"12 1� TB°12 I12' 142°1 19'10° 25'5"4 2T8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deb/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U#� LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 / 714 / 962 / - / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 1714 / 962 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): 0.152 L - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 TCDL: 4.psf Bearings B & J are a rigid surface. Soffit: 2.00 ,BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.594 9 g Load Duration: 1.25 MWFRS Parallel Dist: hl2 to TPI Sid: 2007 Max BC CSI: 0.555 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.632 Loc. from endwall: not in 9.00 it 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 I WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1333 -1956 Lumber B - C 1550 -2771 G - H 1517 -2155 C - D 1366 - 2215 H - 1 1366 - 2215 Value Set: 13B (Effective 6/1/2013) D - E 1517 -2155 I - J 1550 -2771 Top chord 2x4 SP #1 E - F 1333 -1956 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp_ i) B - R 24M -1231 O - N 1835 - W8 Wind °f¢ R - Q 2397 -1231 N - M 2397 -1260 " Member design based on both MWFRS and C&C. i x w Q - P 2397 -1231 M - L 2397 -1260 . pd P - O 1835 -838 L - J 2400 -1260 'ram Maximum Web Forces Per PI Ibs No 71 s ) Webs Tens.Comp. Webs Tens. Comp. swoR- C 289 -12 O- G 278 -172 C - P 393 -580 G - N 649 -543 D - P 345 - 222 N - H 345 - 222 STATE �8 _ P - E 649 -543 N - I 392 - 580 *v ° E -0 278 -172 I - L 289 14 au� x x k�1 F - O 234 -269 `* l "' tSEML.A 40015A38 FF5881.808B7F4800992E85 FB dfait Itmf'tl�aabcm ekcfmrpsjgncd amd u�lad m'1 tAxauxl Mat2tc7, (FL. ttc. Gi3t&3.! csi th dxa shown aba' a wins a S34A"1 �dimtiL3G13�iAGdmda. �tadc�fmza3duadmasxaa-aaranotcrmddcrmd s'�mdandacalmd �rsd tfse.°,isri,: autiventeaii�scxx!¢ met Yaa smttf8d on auyt9cctmni: fms. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO�ALL CONTRACTORS INCLUDING THE INSTALLERS > require extreme care in fabr! lln� handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, byV TPI an SBCA) toF safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral (estop of webs shall have bracing installed per BCSI sections B3, B7 or 610, cable. Apply piates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to Is 160A-Z for standard plate positions. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawinQ any failure to build the conformance with ANSIIfPI 1, or for handling, shipping, installation and bracing of Wsses.A seal on this drawing or cover page_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e of this thawing for any structure is the responsibility of the wilding Designer per ANSIffP11 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 635475 / T25 / COMN 4EBB 1828-Cali "C"MR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt 218.4 Ibs / ... 10/13/17 7'10" + 14'0"1 + 19'10" 25'715 + 31'10" 39'8" 7 10" 6'21 5'9"15 5'9"15 6'2"1 7'10" -_5X8 1112X4 =5X8 D E F 6X4 !a X6 =3X4 E�3X8 =3X4 =3X6 164 1' 7'8°12 4'3"4 2'0"1 5'9°15 5'9"15 2'0"1 4'3"4 T8°12 1' r TB"12 12' 14'0" 19'10" 25715 27'8" 31'11"4 3T8" 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 6/112013) 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 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 too Udell U# Pt NA Ce: NA VERT(LL): 0.158 E 999 240 Lu: NA Cs: NA VERT(TL): 0.364 E 999 180 Snow Duration: NA HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 TPI Std: 2007 Max BC CSI: 0.544 Rep Factors Used: Yes Max Web CSI: 0.598 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 ', No a 7102 e z STATE OF R 40 015A 38 FF 5B 81 80BB 7F48 00 99 2E 85 FB rhkitcmbasbeenckuitosa3sa (sisnadmdtl akdbyRliasr:ctMarttncs, PE (FL. &V47£92.tatrtba date afwvns *am OAng a SHA-1 aLKhenC;tatk�arx de„ Wbtcdecpiaxafthisdacee:rrsAMcot ccnsied%f4nedandraakd and the l aU1hVAt3=2kn CC&mintbavAlk-tdrn=yd0aMrk c=1as. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 715 / 958 1- / 326 / 8.0 H 1557 1715 /958 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1409 - 2097 B - C 1568 - 2759 F - G 1385 - 2225 C - D 1385 -2225 G - H 1568 -2759 D- E 1409 - 2097 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2388 -1248 M - L 1915 - 939 P - O 2386 -1248 L - K 2385 -1277 O - N 2386 -1248 K - J 2385 -1277 N - M 1915 - 909 J - H 2388 -1277 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 284 -13 M - F 297 -198 C - N 401 - 55B F - L 456 - 218 D - N 456 -218 L - G 401 - 558 D - M 298 -198 G - J 284 -14 E - M 259 - 326 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI an7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryV 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 webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of Wss and position as shown above and on the Joinf Details, unless noted otherwise. E�efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling, shippinq, installation and bracing of trusses.A seal on this drawing or cover p e_ listing this drawing indicates acceptance of r essionai engineering responsibility, solely for the design shown. The su" bility and use of this drawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infomtation see this job's cieneral notes page and these web sftes: ALPINE: www.al ineihv.com; TPI: www. insLo ; SBCk wwwsbcindu .com; ICC: www.iccsafe.o i Job Number; 136DCS017 Ply: 1 SEQN: 635469 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Ca i C. Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt 215.6 Ibs / ... 10/13/17 7'10"9 1Y 19'1D° 26B" 1610" 31'9"7 39'8° T10"9 5'1"7 6'10" 5'1"7 7'10"9 o5X8 =3X4 Z�!5X8 D E F 12 6 03X4C G @3X4 0 to in o4X6(A2) B r Hm4)X6(A2) 33 A I P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 7' 4'3"3 1' 6'10" 6'10" 1' 4'3"3 TB°13 1� TB"13 12' 13 19,10" 26'8" 2T " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG 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 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 1716 1953 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.psf Code / Misc Criteria Creep Factor: 1.5 H Min Br Width g Re q = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to TPI Sid: 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 I 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 Value Set: 13B (Effective 6/1/2013) C - D 1440 -2299 G - H 1582 -2760 D - E 1507 - 2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/3012013 by ALSC B - P 23M -1259 M - L 1992 -997 P - O 2385 -1259 L - K 2385 -1288 Wind O - N 2385 -1259 K - J 2385 -1288 Member design based on both MWFRS and C&C. Boa xr " N - M 1992 -967 J - H 2388 -1288 'O- ♦ '� Maximum Web Forces Per Ply (Ibs) ww` Webs Tens.Comp. Webs Tens. Comp." ms P - C 258 -14 M - F 400 - 262 C - N 367 - 494 F - L 447 - 224 It D - N 447 -224 L - G 366 -494 ' TAT 4 .. � D-M 400 -262 G-J E - M 326 -409 258 -16 lelis oil SEfiIAC 40 013A38 FF 50 8180 BB 7F 48 00 99 2E 85 FB TIMltem''h abtm ekrlwakst/ Mpdd and=1adby rAa AMarttnas, Pi {m., ttc.043182(oa thadaffi share alxiaa rrang a SHA-i x�liltntkat&as amda. FSbtad ccphmcJtfz doctrx3Aa riot cwuldmad dgnad=d=Ind �a_d.the SHAA suthentk2t parade en�t ha wAfbd macydmtrank "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin sh!ppirig, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byv TPI and'SBCA) foi safety practices prior to performing these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted olherwise,top chord shall ha a 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, 67 or B10, 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 oft Build!n Components Group Inc she II not be responsible for any deviation from this drawing any failure to build the I fn conformance with ANSPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing9 indicates acrep�ance of professions engineering responsibility solely for the design shown. The suitability and use of this r7iawing for any structure is p e responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 704039 / T23 / COMN 4EBB 182E-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 ' FROM: AH DRW. Truss Label: A9 Wgt: 204.4 Ibs / ... 10/13/17 7'10"9 12'0"1 19'10" 277"15 31'97 39W i r 7'10"9 r 4'1"8 + 7'9"15 + 7'9"15 4'1"8 + 7'10"9 co m m4X6 :5X8 1112X4 15X8 D E F 1112X4 =3X4 m- X6 m3X8 a3X6 M3X4 1112X4 7'8"13 1 4'3"4 } 1'11"15 5'10" F 5'10" �1'11"1�` 4'3"4 + 7'8"13 �1. 7'8"13 12'0"1 14' 1 19'10° 25'8" 2T7"1F� 31'11"3 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: 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 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP 91 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. Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria . Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.178 E 999 240 Lu: NA Cs: NA VERT(TL): 0.411 E 999 180 Snow Duration: NA HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.656 TPI Sid: 2007 Max BC CSI: 0.654 Rep Factors Used: Yes Max Web CSI: 0.604 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1560 / 717 / 947 / - / 285 18.0 H 1560 1717 / 947 ! - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1620 - 2488 B - C 1596 -2754 F - G 1495 -2370 C - D 1495 -2370 G - H 1596 -2754 D - E 1620 - 2488 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2381 -1269 M - L 2069 -1057 P - O 2379 -1269 L - K 2069 -1057 O - N 2069 -1027 K - J 2379 -1299 N - M 2069 -1027 J - H 2381 -1299 Maximum Web Forces Per Ply (Ibs) �+ No OM02O Webs Tens.Comp. p. Webs Tens. Comp. p. ' � e P - C 228 -16 M - F 528 - 335 Ao C - O 333 -425 F - K 443 -230 '' t ao s O - D 443 - 230 K - G 332 -425 � F D - M 528 - 335 G - J 228 -17 ATE E - M 380 -478 0 N+qi3� SERIAL It 40 01 SA38 FF 50 81 BO BB 7F49 00 99 2E 85 FB rfs& ltaminaa&xern clectsmrtc>jsgncd asbd scaled6y TAaawxl taarthrcz, ?£ t-cl, tic.�i7:!%2j an �ada4¢ shaven aEam wig a 5NA�2 ar;thnnl8sartms eade. i+�tademtbrsrbiet�docix--estuaautesu'ciesud �nrzSmd:cakd and ds¢:zr,A Sau�rnfka9:5+c uxdc met t;a wrdfi�f rn arsysdectrarsk ca�iox. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, le.- Apply plates to each face. of truss and position as shown above and on the Joint -Details, unless noted otherwise. kefer to a division of �i Ni 1, or Tor nan acceptance of any structure is failure to build the g or cover pa e in. The suitability Job Number: 136DGS017 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Ca i "C" Truss Label: A10 I Ply: 1 Qty: 1 Wgt 212.8 Ibs SEQN: 635467 / T5 / HIPS FROM: AH DRW: / ... 10/13/17 7'10°8 11' 16'11"4 21' 227° 28'B" 31'9"8 39.8" 7'10'8 3'1"8 5'11"4 4'0"12 �1'7"1 6'1" + 3'1"8 + 7'10"8 S5X8 1112X4 =3X6=3X4 Q5X8 D E F G H 12 6 p T 1�3X4 T m 053X4C I 0 tI" =4X6(A )B I � m J=4K6(A2) 1 3 112X4 I m 3X4! 3X6 so 3X8 m X4 = X6M 3X4 112X4 7'8"12 T74 4'11"4 1 511"4 4'9"8 1' T:' 1� T8"12 j1' 16'11"4 22'108 27'8" 29 " 398" 1, 3'3"4 H 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 Defiection in loc Udefl U# LOG R / U 1 Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.187 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 1940 1- /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. C HORZ(TL): 0.15E L - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 q = 1.8 TCDL: 4.psf Bearings J Min Brg Width Re B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.497 Lac. 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 VIEWVer:16.02.01D.0314.13 A-B 27 0 F-G 1686 -2613 Lumber B - C 1613 -2757 G - H 1678 -2600 Value Set: 13B (Effective 6/1/2013) C - D 1551 -2432 H -1 1551 -2432D - E 1686 -2613 I - J 1612 -2757 Top chord 2x4 SP #1 E - F 1686 -2613 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC ttjj11111jjtj B-S 2384 -1284 O-N 2125 -1106 Wind N, 1A, S - R 2382 -1284 N - M 2125 -1106 Member design based on both MWFRS and C&C. $ " R - Q 2125 -1076 M - L 2381 -1313 Q - P 2125 -1076 L - J 2384 -1313 r P -0 2617 -1375 No 7 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 229 -19 G - O 279 - 334 . C - R 330 -408 O - H 657 -405 STATE '" D - R 398 -257 H - M 395 -256 poi D - P 668 -414 M - I 329 -407 �t�g�+ P - G 112 -109 I - L 231 -20 +� ►� E - P 274 - 330 " sue. 40015A38FF5881606B7F4800992E85FB hit Item has hem alectraaka*js4nedand waledbyldar relMartin", T. (rLL. Lte.047I821 an t3r¢datr shown alxcva tr tng a SPA-1 uthredtatcadr. ��€atedcepiasraitfds dccum t, eat c.Wdaaad 4--dsad scared 06, the V.P.1 asAhenGtat3cwsodam at beaedf& tataayelectrunie "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regwire extreme care in fabricatingg handlingg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anr7'SBCA) fo) safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhervvise,top chard shall have properly attached it sheathingg and bottom chord shall have a propperly attaches rigid ceiling Locations shown for permanent lateral restraint of we shall have bracrng insTalled per BCSI sections 63, B7 or 810, as applicable. Apply plates to each face_ of truss and position las shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildingq Components Group Inc. shale not be responsible for any deviation from this drawing any failure to build the truss to conformance with ANSIIfPI 1, or for handlingf shipping, installation and bracing of tusses.A seal on this drawing or cover page, listing this drawin0, indicates acceptance of ppro es.....l engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fire responsibility of the Building Designer per ANSIITPI I Sec.2. For more information see this fob's general notes Dane and these web sites: ALPINE: www.aiDinedw.com: TPI: www.minst.om: SBCk wwwsbcindustrv.com: [CC, www-1cesafe.ora Job Number: 136DCS017 Ply: 1 SEQN: 635478 / T22 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: All Wgt 222.6 Ibs .. / ... 10/13/17 3�'� 299 T10"8 + 10'016'414 1 20'0"1 1 22'47� 11L 2 ' 39'8" 7'10'8 2'1"9 e'4'13 37"3 2'47 5'11"9 5 7'10"7 =8X6 =3X4 m3X6 I12X4 t 1112X4 =3X4 m3X6 =3X4 m3X8 m3X6m4X10 UM4 1' T8'12 2'3"5 4'1"6 6'3"1 5'3'9 t_1'4"t 7'8"11 7'8'12 1001 1111t�r 16'1'6 + 22-4-7 + 27.8' 2:9 2ll5 12' ' 3~1 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: If EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It 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 Al Bot chord 2x4 SP 91 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. 1� Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 / 718 / 930 / - / 257 18.0 Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 / 716 / 933 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.821 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1843 -2891 B - C 1631 -2759 H - I 1567 -2353 C - D 1620 -2509 I - J 16M -2459 D - E 1805 - 2825 J -K 1628 - 2755 E- F 1843 -2891 K- L 27 0 F - G 1843 - 2891 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. j► B - T 2386 -1304 P - O 2360 -1269 i►� T - S 2383 -1304 O - N 2360 -1269 x� i`s`� S - R 2201 -1143 N - M 2360 -1327 ` `e Vie, R - Q 2201 -1143 M - K 2382 -1327 g - y Q - P 2847 -1528 No 78 0 Maximum Web Forces Per Ply (Ibs) r Webs Tens.Comp. Webs Tens. Comp_ oft ' ftT - C 215 -22 G - P 286 -354 " ' STATE OF Aua C - S 331 -375 P - H 695 -421 as .n ate' D - S 400 - 289 H - N 1083 -1649 •aa gq et% D-Q 809 -492 I-N 1928 -1294 �a E -P 138 -99 Jl-M 217 -21 40015A38FF5881BOBB7F4800992E95 FB chicitemhaa efacTrm a jzdgnad aid salad by mar .l Martinis, F£ (FL. Lta.04rt821 an tha dasa shawa abaft wing a 5HA4 act mdafiw' wde. r ermtedcapbnc Ksdmtx=taranotcros§dcraddgnrdandsaalad and ilia S�At. authentka�ncade mast Qa aerNlc! rn as>lydictmnic r=las.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3, 67 or t e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCS017 Ply: 1 SEQN: 635465 / T4 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Ca i "C" Qty: 1 FROM: AH DRW. Truss Label: Alt Wgt: 211.4 Ibs .. / ... 10/13/17 TS"12 5'3"111 i 4 ' 1040" 5'6"5 r 5'311 1 =3X4 3X61112X4 =3X4 =5X6 E F G H I 39'8" 7'8"12 T 12 6 — J 182X4 T o V ;r f7 =4X6(A )B K_4L6(A2) 1 VI I S R Q P O N M �- m3X4 m3X6 m3X4 m3X8 m3X4 m3X6 e3X4 r1' 7'10"B 4'1"8 2'0"3 5'9"13 59"13 20"3 4'1"8 7'10°8 1� 7'10"8 12' 14'0° 19'10" 257'13 27'8" 319°8 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 1720 / 921 ! - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.561 G 842 180 K 1561 / 720 1921 ! - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 K Min Br Width Re 1.8 9 q Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to tf TPI Std: 2007 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 I 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 I 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 G - H 2O29 -3246 Lumber B - C 1644 -2767 H -1 1873 -2960 Value Set 136 (Effective 6/1l2013) C - D 1811 -2719 I - J 1810 -2719 D - E 1873 -2960 J - K 1644 -2767 Top chord 2x4 SP 41 E - F 2029 -3246 K - L 27 0 Bot chord 2x4 SP #1 F - G 2029 -3246 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC ��1l$ �` Chords Tens.Comp. Chords Tens. Comp. Wind t) ,� , "' B - S 2395 -1311 P - O 2993 -1625 Member design based on both MWFRS and C&C. '" wa 7 ►V , S - R 2260 -1186 O - N 2260 -1216 ?' W ^ R - Q 2260 -1186 N - M 2260 -1216 fi xip Q - P 29M -1614 M - K 2395 -1340 ` o 71 g Maximum Web Forces Per Ply (Ibs) Ark W. Webs Tens.Comp. Webs Tens. Comp. ter, C-S 405 -328 P-H 329 -187 a STATE.F � S - D 489 -426 H - O D Q 944 -562 0-1 378 -520 944 ac - Q E 378 520 I M -562 489 - - - -426 E - P 329 -187 M - J G-P 228 -303 404 - 328 WO aht 015A38FF5881BO6B7F4900992E85FB Lltam'avaaRrccftckct[�akaffi/z%nnd and%aalcd by 1 wml Martina, iF(FL.L9c.ttait&,.)can tna csxaexhawnabawu nga SHA•1 authentutmerde. c ted capiefthls d�c�^.,©at arm nntcxmi%caad stlsnrri and seaMd W6 ft ER '2 asthentkCationCede M-tbe varffw cn arydcctrank .61ns.. "WARNING" READ AND FOLLOVV ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricatingg handlin shippingl installing and bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, bV TPI and'SBCA) for safety practices prior to pertormingg these functions. Installers shall provide temporary per BCSI. Unless noted oherwise,top chord shall have', properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, cable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall Inot be responsible for any deviation from this drawin any failure to build the conformance with ANSI�PI 1, or far handling shipping' installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability :e 0f this Faw!ng for any structure is the responsibility of the uildI g Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 635480 / T24 / SPEC 4EBB 1828-Cali "C" [DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss label: A13 Wgt: 203.0 Ibs / ... 10113/17 8'01 14W11 18'0°1 20'4"1 26'4"1 29' 31'9"9 39'8" { t• 8'0"1 6'4"10 F 37"6 + 24" �� 2'7"15 2'9"9 7107 He=5X6 T `=4X4 =3X6 12 �6 8 1,-3X4 D E F G m 6 p to m U) `v v 1 m3X6(A1) B J 03 A K R Q S O N M L 13'4" s3X6 m4X4 m4X10 m3X6--3XB 68" 20'8° 1' 13 T3 262"4 '3'"15 14" 7'8"11 1 88113 "271' 29' 2115 39'8" 3� 1-11"5I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 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 "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. T X6(A1) CC) 1 Snow Criteria (Pg,Pf In PSF) DefliCSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.053 G 999 240 B 517 / 210 / 343 1- 1257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.128 G 999 180 S" 318 / 142 / 157 / - / - / 68.0 Snow Duration: NA HORZ(LL): 0.017 R - - J 900 / 417 / 608 ! - / - / 8.0 HORZ(TL): 0.042 R - - 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: 0.621 S Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.491 J Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.869 Bearings B, S, & J are a rigid surface. Bearings B & J require 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: 16.02.01DA314.13 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 454 -526 B - C 172 -454 G - H 758 -1004 C - D 607 - 222 H - 1 774 -1029 D - E 454 - 525 I - J 831 -1336 E- F 454 - 525 J- K 27 0 No 04710 � e � e * a 40015A338FF5B81BOBB7F4800992E85FB Zu itcmawa ba eizzrr yz$};ned mlacalad by Muc—tl marfinwz PE(a. li'c.C471g21 cn 0t crate shawa abam Ldig a SHA.1 a khantlg3�d'. =dd, Fewmdcepinarddm dm rAmm Ac=Wdmd 4nsdandssalad and tir- V.wovi a4F1$lati#at'3b'GCddC Pal'St iYC3 Et�r`C..l Cat aif'�t�GGrtafE}L CWlas; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Gomp- B - R 318 - 232 O - N 1069 - 590 R - Q 328 -233 N - M 1069 -590 Q - P 328 - 233 M - L 1117 - 617 P-0 778 -1087 L-J 1119 -617 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ C - R 330 - 60 O - G 470 - 656 C - P 507 -862 G - M 404 -388 P - D 725 -1096 M -1 367 -445 D-0 1282 -713 H-M 817 -601 F - O 270 - 349 1- L 193 -24 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]wire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,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, B7 or 610, e. Apptplates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of INI 1, or Tor acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPi 1 Sec.2. 14EBs Label: /DR Horton 14EBB 1828-Cali C. I Qty:Wgt 12.2 Ibs I FROM: AH 63 / T12 /HIPS I DRW:Trus/ 10/13/17 I fi 1m4X1 � 12 7 111'6"e 7' I4'6"4 a9'10" 17' 19' 10 22'8° 28'1°12 328" 39'8" i 5'5"12 } 2' { f 2'10" 65"12 + 4'6"4 + 7' _6X8 112X4 m5X6m84X6 1112X4 -6X6 C=rtva D TC2 E F G H =aval J si r4&\ �� T 12(B3) I"I T S I—IRM5X6 Q P O N M 1114X4 195X8(R) =8X12 =8X12 =5X6 1114X4 —11'4" I 284" 6'4"4 4'4," P 2 5' 5'8" 5' .� (2 4'4" 6'4°4 i6� T� 6'10"4 112"4 1 17' + 22'8" + 2T8' 28' 1E 2 392" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,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 Udefi L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 1116 130 / - ! - 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA . Cs: NA VERT(TL): 0.335 1 999 180 S 4524 12025 / - / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 1- / - ! - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.052 M - - Wind reactions based on MWFRS NCBCLL: 0.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.3 TCDL: 4.2 psf S Min B Width Re = 6.3 Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.728 q Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Bearings B, S, & K are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K require 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: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1l2013) A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H - 1 1427 -3199 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 2586 -1160 I - J 1978 - 3751 Bot chord 2x6 SP #1 D - E 459 -1040 J - K 1628 -3574 Webs 2x4 SP #3 :W4, W9 2x4 SP #1: E - F 459 -1040 K - L 27 -20 Lumber value set "13B" uses design values F - G 459 -1040 approved 1/30/2013 by ALSC �'Wttss$ Maximum Bot Chord Forces Per PI Ibs Bracing Y (Ibs) A $ �4 Chords Tens.Comp. Chords Tens. Comp. (a) Continuous lateral restraint equally spaced on,ax member. Or 1x4 T" reinforcement. 80%length of B - T 396 -857 P - O 3773 -1705 web member. Same species & SRB grade or better, e e T - S 403 -884 O - N 3773 -1705 attached with 8d Box or Gun (0.113'x2.5",min.)nails as ,a S - R 1031 -2342 N - M 3112 -1400 @ 6" oo- NO 4718*°," R - Q 1031 -2342 M - K 3139 -1407 a a Tray Scab(s) Q P 2229 -1022 (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab Z to face of chord with: Nails @ 8" oc, plus additional « Maximum Web Forces Per Ply (Ibs) nail clusters at: BRG.: (0), heel: (0), 1st panel point: E OF$,- Webs Tens.Comp. Webs Tens. Comp_ (0)" T-C 636 -156 G-P 1513 -630 Loading °°a C - S 976 -2197 H - P 433 -539 #1 hip supports 7-0-0 jacks with no webs. S - D 1490 -2832 P -1 326 -673 Wind Q- G 8 87 -1853 N J 8M -356 Wind loads and reactions based on MWFRS. !q)~ 9: E - Q 395 -461 J - M 625 -145 40 015A38 FF 5B 8180 OB 7F48 00 99 2E 85 FB ihiit itamrr�s 6aan mlccYrontca ysigaada id=ladby Mamact Marthez, P K. Lk. 647ta2i ca ite rate shown abom triog a S14A•1 tad%kmadand saalad the SRAA aukhe.dolIm acda owt ba wifiyd en w dectranY "WARNING" READ AND FOLLOWIALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a regqwire extreme tare in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propefly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, irable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to )s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall lot be responsible for any deviation from this drawing any failure to build the conformance with ANSI/TPI 1, or for handling shipping,'installationand bracing of trusses.A seal on this drawing or cover pege. this drawing, indicates acceptance of professional) engineering responsibility solely_for the design shown. The su" if -ability s rowing for any see this iob's aenereal nt Job Number: 136DCS017 Ply: 1 SEQN: 704053 / T11 / SPEC 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A15 Wgt 207.2 Ibs / ... 10/13/17 I_ T �11j15 13'9"12 + 17'11"15 _18'8" 24'4"1 1 29' + 31'9"9 L 39'8" t T 1" 5 5'9"13 4'2"3 8" I 5'8"1 4'7"15 2'9"9 7'10'7 I =5X6 T T 12 -5X6C m3X4 m3X6 J�3X4 6 p 0.5X6 E F G ;5X12H .OTT n t9 32 M A1)B Km3X6(A1) A _ L 1I o X4 S 3X41-1 Rm m4X8Q 112X4 9X6 m X8 112X4 13'8" 6 21' �1 T1"12 _I_ 848 2 4'8" h 56"5 11'5"111 2115 T8"11 1� T7"12 136"4 18'8' 2425 258 34 31'11"5 39'8' 29' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) 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 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 right 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 ESE) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.053 N 999 240 B 533 / 244 1354 / - / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 S 686 1238 1349 / - /- 18.0 Snow Duration: NA HORZ(LL): -0.018 T - - Q 1284 / 594 1615 / - 1- / 8.0 HORZ(TL): 0.033 M - K 775 1354 / 532 / - /- / 8.0 Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.593 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.404 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.3 Rep Factors Used: Yes Max Web CSI: 0.576 K Min Brg Width Req = 1.5 FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. Plate Type(s): Bearings B, S, Q, & K require a seat plate. WAVE VIEW Ver: 15.01.01.0462.20 o 0,47102 r 0 -0 t ` : STATE OF � w'�v # t AL Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 549 -491 B - C 592 -585 H - I 938 -738 C - D 588 -446 1- J 1003 -739 D - E 246 - 79 J - K 1108 -1072 E- F 549 -491 K- L 27 0 F - G 549 -491 Maximum Bot Chord Forces Per Ply (Ibs) OW. Chords Tens.Comp. Chords Tens. Comp. B - T 456 - 393 P - O 680 - 602 T - S 427 -329 O - N 680 -602 S - R 310 - 233 N - M 881 - 808 so M R- Q 310 -233 M- K 884 -809 Q - P 685 - 602 40 015A38 FF 58 8180813 7F48 00 99 2E 95 FB MAternh;tsbcan ek-arcrzk /sped'an&aaaladby&nza 1Wrtk�cx F£ (FL. Uc.e471$21on the &Aa ahaa+a abase V.&S a SttA•b suthcntkatkanooda_ P�ktvd copies of this dtxcaa A am not nsnide+red sfgntdand scaled and the :,i%. 'z authent;cttt Acode meat bs vadfadmawtrdectrmoi-- cr;las. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-T 291 -110 Q-H 1510 -1381 T-D 215 -214 P-H 216 -3 D - S 722 -708 H - N 206 -94 S - E 203 - 263 1- N 476 - 557 E - Q 494 -378 N - J 590 -475 G - Q 265 - 321 J - M 266 - 64 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices poor to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attacheTripid 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 Joinf Details, unless noted otherwise. {refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII_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 engineer!ng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. Fnr morn Information see this inh'a.—..I not— -- and these weh sites- ALPINE, www_alninaitw mm, TPI" wwwtninstomr SBCA: wt sbdndustrv_mm, ]CC, www.ir fe nm Job Number: 136DCS017 I Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cal C. Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 216.4 Ibs I Page 1 of 2 .. / ... 10/13/17 T 9'11"15+ 13912 Ti9 21'_ 39_ 39'OT9 I 3 4'1084 +1+ 8"1 36+ 2'9 29i 1T T10" 13'4 L_5X6 T 12 Gm5X6 03X4K M '43X4 T 6 m T s5X10(SRS) _3X4 °Dc D I12X4 •• E F G H I J I AA AC N 1�-3X6(AA1)B Nie=(A1) 1 Y m3X4V m4X10U T P 1I = X XB = X4= X6=-3X8 13'8" I 5' 121' 1' T1"1122 21I0'11'115 3-2"5 i 61"12 5 3F3581"1 625 5 211113 1"3 1' 1 1818" 144 2 1 29 3 334" 9'8T1" Loading Criteria (pso Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 / - 1317 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 732 / 276 / 342 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 1549 / 590 / - / - / 8.0 Des Ld: 37.00 EXP: CMean Height: 15.00 itHORZ(TL): 0.030 P N 790 1360 / 530 / - / - 18,0 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 B Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Sid: 2007 Max BC CSI: 0.415 W Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5N Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, W, U, & N require a seat plate_ Wind Duration: 1.60 WAVE VIEW Ver: 16.02'.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 61112013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP #1 A - B 27 0 H - I 680 -683 Bot chord 2x4 SP #1 B - C 652 -573 I - J 680 -683 Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863 Lumber value set "13B" uses design values D - E 393 -297 K - L 989 -739 approved 1/30/2013 by ALSC E - F 389 -293 L - M 986 -766 Plating Notes ��l�l�t F - G 680 -684 M - N 1099 -1106 G- H 680 -683 N- O 27 0 All plates are 2X4 except as noted. . (' )1 plate(s) require special positioning. Refer to Maximum Sot Chord Forces Per Ply (Ibs) scaled plate plot details for special positioning +,' � Chords Tens.Comp. Chords Tens. Comp. requirements. ' no 71 B-Z 445 -399 U-T 581 -508 Wind , Z-Y 386 -323 T-S 577 -510 Member design based on both MWFRS and C&C. Y - X 386 -319 S - R 733 -628 X - W 386 - 319 R - Q 733 - 628 Additional Notes ; W - V 464 -379 Q - P 911 -801 STATE OF See DWGS A16015ENC101014 & GBLLETIN1014 for * V - U 464 -379 P - N 914 -802 gable wind bracing and other requirements. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ON C-Z 194 -72 I-U 221 -252 Z - D 228 - 95 U - J 1558 -1419 4g01�A3EFF568Bt308B7f4800992ER5F8 D-Y 100 -8 T-J 125 -2 I D -AA 909 - 801 J - S 203 -163 s5u�ltamlh=becrve i5 js%cdand=ladtr�rtasuarinatti�es AA-W 935 -825 S-K 136 -14 FE K. Lk. C471921 an the dzw shown abate k-bi; a SK4b 1 a�'33ianNua33msradr- W - F 91 -175 K - Q 343 -191 F -AB 421 - 394 Q - M 638 -496 ?�WadcepisafttihdacLr--A=rotccnddmadsPpcdi d=lad AC -AD 421 -402 L-Q 565 -773 arnett�a authentcatioac�em�itxiwAfladwanydectronk AD-U 426 -403 M-P 279 -65 "'WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nevi Safety Information, b TPI and SBCA) fog safety practices prior to performing these functions. Installers shall provide temposrryy er BCSI. Unless noted o�herwise,top chord shall have prbperly attached structural sheathingg and bottom chord shall have a propperly rigid ceiling Locations shown for permanent lateral restr;3int of webs shall have bracing insTalled per BCSI sections 63, B7 or 610, cabge. Apply plates to each face. of truss and position as ¢hown above and on the JoinCDetails, unless noted otherv✓ise. (2efer to Is 160A-Z for standard plate positions. a division of ITW BuildinQqComponents Greup Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI 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 ie of this yawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1, FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 10/13/17 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 It � m� STATE OF; 40 015A38 FF 5B 81 BO 8B 7F 48 00 99 2E 85 FB Traitltz"' Locta airuau's$saffi.}s ned and sealed by Masuct Martinez PE (FL. lic.5471921 on the d4¢ shaven abeeft Vifl8 a 5",1 aU'!tiCndmtamm4 d; 6Ytsted copiesnfthk dommersarm not u sidxred skr rdand xa!ed sad tb2.SX0"i as. enttratiaesca4e nlst be srcrifiod on anydcctrank colas.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf 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 attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of 1russes.A seal on this drawing or cover page listing this drawing indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. more Job Number: 136DCS017 Ply: SEQN: 14EBB 1828-Cali BI GE /DR Horton MEBB 1828-Cali "C" I wyt1134.4 Ibs FROM: AH 009 ! T2 / GABL DRW: . / ... 10/13/17 tTYP) 2 6 7 sD In D C ta2X4(A1)B 1 A AE AI r• 1. h I� Loading Criteria (psf) Wind Criteria I TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/: 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 6/112013) 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 A16015ENCID1014 & GBLLETIN1014 for gable wind bracing and other requirements. Iwa" 'f' 214" 1018• 1018' =4X4 H G F NLN m O PaIRI 2X4(A1) O AC AB AA Z Y X--3X4 W V u T S R 21W 1 2T4• 21W Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell L/# Loc R / U / Rw / Rh / RL ! W Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p. 81 137 / 39 /- / 11 / 255 Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = - HORZ(TL): 0.003 R - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 1-1 304 -24 Ff/RT:20(0)110(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 15.01.01.0402.20 D - E 105 - 71 L - M 154 -43 E - F 153 - 50 M - N 105 -64 F - G 202 -29 N - O 74 -84 G-H 253 -21 O-P 81 -113 H-1 303 -24 P-O 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 N 'iw4a ae� " AD -AC 185 -110 V-U 189 -106 ON .,' gsf AC -AB 188 -111 AB -AA 190 -112 U-T T - S 187 185 -106 -105 No D7 +r AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 a Z Y-X 192 -107 wa�. mac Maximum Gable Forces Per Ply (Ibs) STATE OF Gables Tens.Comp. Gables Tens. Comp. C-AE 174 W-J 187 -103 -83 �� a ry +� " D -AD 88 -65 E-AC 101 -74 V - K U-L 153 101) -73 -73 01 oft G-AA 153 -73 S-N 188 -65 H-Z 187 -83 R-O 174 -103 SEMALA 015A38FF5B81BOBB7F4800992E85FB X-I 0162 dt• itarnUi boo akt c&yi#nad and malad by Ma=A Mantises, FE FL, ttc.CS7t82t an thin c'ata;shawu atxeva artag a SFrAr1 a Eritlpt3ait[#Ie. Fr�kad c��taSrhas d�cazsnt �m not cerntdcrad slg-meii and:calad and��F.a;,t+ata?; auihant to tacda most ba•crN3:d cnacidect/ank call. "'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, ipstalling 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 BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg �Components Group Inc. shall nl t 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 dgrawing or cover page_ listing this drawing indicates acceptance of professional engmeerfng 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: 136DCS017 Ply: 1 SEQN: 704010 / T3 / GABL 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4 Ibs / ... 10/13117 T 14' T + T �-- 1'8" — - 1'4" -- (TYP) G=4X4 14' fti 14 1 '� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for. Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L• 84 139 / 40 /- / 12 1168 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 E - - B Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL):-0.003 E - - Bearing B is a rigid surface. Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - I 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 D - E 113 -17 J - K 87 -89 Lumber E-F 165 -14 K-L 84 -106 F - G 221 -17 L - M 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values B - V 145 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 155 -51 Plating Notesg T - S 161 -49 O - N 150 -53 All plates are 2X4 except as noted � x~ wiisa � ly�� S - R 164 -49 N - L 144 -65 Wind�� �'�� Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. 047102 Gables Tens.Comp. Gables Tens. Comp, Additional Notes « C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for D - U 115 -75 P - 1 159 -72 gable wind bracing and other requirements. w ¢ E - T 159 -72 O - J 115 -75 • F - S 205 - 83 N - K 122 - 56 wr « STATE OF 21 G - R 13 -89 40 015A38 FF 58 8113081371748 00 99 2E 85 FB VAJ Iran Aas btrn ekttra sYysSgned am9=led by Liar" Martb= £2. (EL. tte.1k3�3H3•l antL¢eR„.2¢ shavers a6nr=m tr,�ag a SHi i acNsar,�itati�n�a, r�rtatcdx tasui--third Azft not cuadee a9 sk"adand—lad ara9 tFa 5r=.Ati av�enl;ca*.�asecele ns�t ffiaa�ifi�d ra+ssy*dcctrooSt caples.. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingp shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety. Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,l!d ceilingg Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, e._ AppTy plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to a division of ,i Pi 1; or for h acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS017 I Ply: 1 SEQN: 704014 / T19 / EJAC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 I Wgt 23.8 Ibs .. / ... 10/13/17 C 12 6 M O tr) c'7 c'7 V' 2X4(A1) B T A i I 1r � T I 7- 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 B 336 / 117 1259 / - / 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 /- !- / 1.5 BCDL: %00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.021 D - - C 171 / 133 / 91 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 1.5 B Min Brg Width Req = 1.5 soffit 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min B Width Re q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. No 047109 A � a STATEQF . 5081SO6137F4800992E95 FB and mated by UarAml Martino, the daceshcwn alem tring a S)?A-1 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 r" tad4bnaftiz%dommcntatanot mnsi&ndsjgnsdand tealtd and tivc SBRak authentirat32tcelc mmk tm �ftfied an aeratectrank cmim I "WARNING" READ AND FOLLOW ALL, NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re uire extreme care in fabricatingQ handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building neng Safety Information, byy TPI and SBCA) fo'r satiety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins tied per BCSI sections B3, B7 or 610, cable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. kefer to Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not b I responsible for any deviation from this drawing any failure to build the conformance with ANSI/1 PI 1, or for handling shippin ,installation and bracing of trusses.A seat on this drawing or cover pa e this drawing indicates acceptance of proiesstona� engineering responsibility solely for the design shown. The suitability to 0f this yawing for any structure is a responsibility of the Building Designer per ANSIfrPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 704013 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 4 FROM: AH DRW. Truss Label: BJ5 Wgt 16.8 Ibs .. / ... 10/13/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " _3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 5' 5' Defl/CSI Criteria PP Deflection in too L/defl L/# VERT(LL): NA VERT(fL): NA HORZ(LL): -0.009 D - HORZ(TL):-0.011 D - - Creep Factor. 1.5 Max TC CSI: 0.309 Max BC CSI: 0.182 Max Web CSI: 0.000 Mfg Specified Camber: Ci LO C'7 CM ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 / 96 / 208 /- / 129 / 8.0 D 90 113 170 / - ! - / 1.5 C 119 /93 /62 /- !- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver 15.01.01.040 — Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 o 047182 a, STATE O + •a A F4. SERIAL A 40 015A:38 FF 56 8180 BB 7F48 00 99 2E 85 FB rltt ltemirasDcen cl=C+=usk�js£�nom acsa;.raica try i/tzrwms Marttne3. ?£ In.. lk.041ts21= U a dawstwma ate Wng a SlIZ-1 as.�tYcntcatleay codr. FM wdcr�aittdsdo cxrsrtar®natcax5daradsza»dsealad andthe5f-, aadhcnt`ta'erscodc em;sE tm miftad marpdectrant C=lm 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 quire extreme care in fabricating, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp 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 Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of TPI 1, orfor n acceptance any structure failure to build the g or cover page. m. The suitability Job Number: 136DCS017 I Ply: 1 . SEQN: 704012 / T17 / JACK 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 4 FROM: Ai DRW: Truss Label: BJ3 I Wgt 12.6 Ibs .. / ... 10/13/17 � C 12 6 I M O IA T_ 2M(A1) B co §3 I N A � D 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 EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 3' 3' Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): NA B 193 176 / 162 / - / 86 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 ! - ! - / 1.5 Snow Duration: NA HORZ(LL): -0.004 D - - C 64 / 51 / 30 / - / - / 1.5 HORZ(fL):-0.004 D - - Wind reactions based on MWFRS Code J Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FTlRT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. i A-B 27 0 B-C 29 -105 L3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 015A38 FF 50 8180 BB 7F49 00 99 2E 95 FB Ws �Haatum alecircntca s ,aad a3sd acalad 6y Maa IMarunas, F£ (r1. tEG-GlTt92lar t'ucc�aE2 shflwn alsmva u^.&ig a SHAM a�thent�ziar,rsnd� prbtadc iasaSthis daar.^ *manor am-1&vjd Seri and seatad. aad the lav:thentkaSi�t u,9emmtim mar3f'.a,{rn saydattrarsb. cmias- 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp Safety Information, byy TPI and SBCA) fa'r safety practices nor to performing these functions. Installers shall provide temporartyy bracing per BCSI. Unless noted olherwise,top chord shall have properi�i at structural sheathing and bottom chord shall have a proppelr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply late. to each face of truss and position as sho�✓n above and on the Joinf Details, unless noted otherwise. f?efer to drawings 160A-Z for standard plate positions_ Alpine, ad, division of ITW Building Components Group Inc. shall not belresponsible for any deviation from this drawing,any failure to build the I. in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pprofession. engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure Is fhe responsibility of the Building Designer per ANSIfrPI 1 Sec.2. Job Number: 136DCS017 Ply: 1 SEQN: 704011 / T18 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs / ... 10/13/17 4"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 F7- C 2X4(A1) B 1' 1' Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code I Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 No l4-' STATE QF -,# ON AA1 SEPJAL 40 01 5A 38 FF 5B 81 DO BB 7F 49 00 99 2E 85 FB This Itamhas imam&I aroakaSystnad.and=Aad by Lum.l burdw, PE V-L. ltc.GSr1921 an tha date zhawa abara ariag a 53iA�i acthancka3i�meuda. Yaatadcmplascfthhdoc€ma�rm "otc �'ersd and and xalae and tFciam.4heniaraS�scada mvst%�rrNh:d ttmas�dactrar� t�ias. ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 150 / 77 1145 / - / 42 / 8.0 D 11 110 /18 /- /- 11.5 C -14 /28 /25 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 B-C 28 -19 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 quire extreme care in fabricating, handlinq shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and SBCA) f0 safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, 'le. ADDty Dlates to each face of truss and Dosition as shown above and on the Joint -Details. unless noted otherwise. {2efer to a division of IfPI 1; ortor h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability IJob Number: 4EBTruss 1828-CCJ7 C/DR Horton /4EBB 1828-Cali "C" I yy9 42.0 Ibs I FROM: AH 015 / T21 /HIP_ I DRW:/ 10113/17 I 6'3" 9'10"1 6'3" A.3'7" D 4.24 p y3X4 C v fh in a 2X4(A1) B 43 A Li L-j I G =5X6 F E 1112X4 6'1"4 3'2" 6"1 I 6'1"4 93"4 9'1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr 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 Udefi U# Loc R / U / Rw / Rh / RL / W B 330 / 208 /- /- /- 110.6 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 /- /- /- / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Creep Factor,. 1.5 B Min Brg Width Req = 1.5 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ItRep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC- From 0 pit at -1.41 to 55 pit at 0.00 TC- From 2 pit at 0.00 to 2 plf at 9.84 BC- From 0 pif at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 pit at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. o 0472 s i a � e STATE OF a 40 015A38 FF 56 81 BO BB 7P 48 00 99 2E 85 FB This itar bitsbamalettrresBcaYys3 admdscaiadbyMaawe3MaMm", Pf (r1. 14.d4718Zf qn thaslalr shaevoar dva w�aga SNtwi alas. "WARNING" READ AND FOLLOW ALL -IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of Iri i,ortorn .acceptance any sructure as ootrmm9imad Avxd�d sealed Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 -650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 -709 ON THIS DRAWING[ :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building � performing these functions. installers shall provide temporary ;hed structural sheathing and bottom chord shall have a properly s shall have bracingg insfa[led per BCSI sections B3, B7 or 810, ve and on the Join Details, unless noted otherwise. kefer to isible for any deviation from this drawing any failure to build the ind bracing of trusses.A seal on this drawing or cover pa e ) respo jsibility solely for the design shown. The suitability Gable Stud Reinforcement Detail ASCE 7-101 160 Mph' Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orh 140 mph Wind Speed,,15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Fir, ion mrk Wind Snned. IS' Monn Flalnht. Pnr{Inliv Fnrintnd. Fvnnsure D. Kzt = tan S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace k (2) 2x4 'L' Brace lair (1) 2x6 'L' Brace el (2) 2x6 'L- Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B +> #1 / #2 3' 10' 6' 7' 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12, P' 12, 8' 14' 0' 14' 0' - S P P #3 3' 8' 5' 9' 6' 2- 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14, 0' H F Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6- 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' to' 4' 11 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 0121 9' 4' 9' e' 12' 4' 12, 9' 14' 0' 14' 0' S P #2 3' 10' 6' 7' 6' 10' 7' 9' e' V 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, Ill 11' 8' 14' 0' 14' U' P Stud 3' 9' 5' 3' 5' 7' 6' 111 7' 5' 9' 2' 9' 7' 10, Ill 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6. 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10, 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' :p _ S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' to, 10' 13' 9' 14' 0' 14' 0' 14' 0' L U H F Stud 4' 2' 7' L' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10, 13' 9' 14' 0' 14' 0' 14' 0' 0) O Standard 4' 2' 1 6' 1' 6' 5' 8' V e' e' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' ill 9' 0' 9' 4' 10, 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11101 131111 14' 0' 14' 0' 14' 0' �10 #3 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10, 6' 10. 11' 13' 4' 14' 0' 14' 0' 14' U' D P L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' to, 11' 13' 4' 14' 0' 14' 0' L4' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10121 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P P #3 4' 7' 8' 2' 8' 5- 9' 8 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 Standard 4' 7' 7' 0' 7' 5' 9' 4' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X d S P 51 1' e' S. 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4- 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' t D F L Stud 4' 9' 7' 4- 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 1 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 1 14' 0' �ymm Aboutl able Truss Diagonal brace optlon� T vertical length may be 1 doubled when diagonal e 18 )K brace Is used. Connect L diagonal brace for 600# at each end. Max web Brace total length Is 14'. - 3j 2x6 DF-L #2 or . better diagonal r I - Vertical length shown I brace) single 81 In table above. I or double cut 45' (as shown) at L 1 upper end Connect diagonal at ' midpoint of vertical web. Ilk Refer to chart above for R -VARNIN(da W-U AND FM1ZV ALL N=-al THIS mrAWINGI ..1HpMTAHTPu FLMM TNIS BRAWDJG To ALL (3+TaAC70Rs UML1DW TIC INSTALLM o Trusses -q lre extreme care M hg fabricat, handUng,•shlppeg, MstdOnend bradirq. RePert to and t � Follow the Latest edition of SCSI (BUAdMg Component Safety Infornatlon, iy TPI and SIJCA) fwr safety practices prbr to perFamtng these functl n . Install- shall provide t.%-.,y bratlng per BCSL Unless noted otherwise, top chord shall hove properly attached structural sheathing orpi botidn drortl;,•J- shall have a properly attached Ngld celW,g. Locatbns sham for permanent lateral restralnt of webs Il l�� i�i L"�_I� B7 or DBLO,et as applicable. Apply plates to each fnev ' Installed per abo eyed on the shall have nd position of truss and ppoolsl1 Ins as drown above and on qro 17or BetaAs, unlres le. A otherwise. _ n� -' 4 J Refrr to drnwwps 16OA-Z for standard plate posltbns. !/„Y�C ^� AMf1lHGOMPANY Alpine, o tllvldon of ITV Bu0.dMg Components Group Inc. shall not be responsible For arty deviation from this drawing, any faifailureluto bultl the truss In conformance witfi ANS]/TPI L, or for horwAMg shbphg, installation Pip3L�Y H' R l 6 bredng of trusses. A seal - this drae4q - cover page UstbV this dra lmL4 Indlcetes acceptance of pr ofesslorml a ergtr,eerLtg re ty zdely for the design shown the zWtabalty end use of this drawing �A /�y:;l,eA` F?'?,f, Driw far any strurturethe respodv3b¢Ity of the BUldtng 11asILY,er per ANSI/iPI 1 Sed2 a`/6grJ<H# ,'''A'- Earth sty, MOnl Earth City, MO 89048 For more information see this job's general notes page and these web alter+ b-e ,".Irttilml ALPM, wwalpMalt..cc.) TP1- ww,tpinst-Lij SBC1P wrrsbchtlustry.orgl IIS.. wwJcdsaFearg Bracing Group Species and Graded Group AI S ruce-Pine-Fir Hen -Fir #1 / #2 Standard #2 Stud #3 Stud i #3 Stnndnrd Dou las Fir -Larch Southern Pinew.. #3 #3 Stud Stud Stnndnrd Stnndnrd Group BI Hen -Fir #1 & Btr #i Dou Las Fir -Larch Southern Plnew.. #1 #1 #2 #2 lx4 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 grad.. Gable Truss Detail Notesi Wind Load deflection criterlon Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. )K For (1) 'L' braces space nails at 2' o.c. In 18' end zones and 4' mc. between zones. iK)Wor (2) 'L' braced space naps at 3' o.c. In 18' end zones and 6' o.c, between zones. bracing must be a minimum of 80'% of web member length. Gable Vertical Plate Sizes Vertical Length No 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 = LOB Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No No (1) Ix4 'L' Brace et (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace r (2) 2x6 'L' Brace Ie Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B tfi t— #1 / #2 3' 8' 6' 3' 6' 6' 7' 5- 7' 8' 8' 9' 9' 2' Il' 7' 12' 0' 13' 9' 14' 0' - S f- f #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 111 13' 7' 14' 0' Q Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' it, 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' Il' 6' 2' 6' 7' 8' 4' B' 11' 9' 6' 10' 4' 13' 1' 14' 0' Q% 41 3' 10' 1 6' 4' 6' 7' 1 7' 6' 8' Ill 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' —� d S P D F L #2 3' e' 6' V 6' 6' 7' S' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' 93 3' 7' 4' 10' 5' 2' 6' 5' 8' 9' 9' 1' 10, 1' to, 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' fi6'I 8' 9' 9' 1' 10, 1' 10, l0' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 7' 9' 8'3'8' I1' 9' 7' 12' 2' 13' 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' _U _ U SPF IJ P #3 4' 0' 6' 7' 7' S' 8' 4' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' Ill 10' 4' 13' V 13' 7' 14' 0' 14' 0' W O I I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' it, 10' 12' 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' e' II' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 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' t0' 2' 11' 0' 11' 9' 14' 0' 14' 0' _4 #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P f #3 4' 5' 7' 7' 8' 1'1 9' 2' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LJ XSP d U OStandard F Stud 4' S' 7' 7' 8' 1' 9' 2' 10, 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' 4' 5' 6' 6' 6' 11' 8'8'10, it, It' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8'0'e' 3'9' 5' 11' 2' It, 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 8' 7' it' 8' 2' 9' 4' M9'6' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9'1'11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0'DFL Stud 4' 6' 6' 10' 7' 3' 9' 1' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stnndnrd 4' S' 6' t' 6' S' 8' 1' 10, 11' 11' 5' 12' 8' 13' 7' 14' 0' Agoutjt: obte Truss Diagonal brace option, vertical length may be T doubled when dlagorrol 18'- brace Is used. Connect diagonal brace for 690# �- L - 01 at each end. Max web - Brace total length Is 14'. — - 3lE31E 2x6 DF-L #2 or better dlagonat T_ t Vertical length shown In table above. I j 45' brncel single or double cut (as shown) at 8, L 1 upper end. ntlnuous H Connect diagonn at mid olnt of vertical web. 4, to ' chart above far WARNING- READ AND FOLLOW ALL NO= IN THIS BRAVING! uDPONTANT— FIlRMSH THIS BRAVING TD ALL CONTRACTORS MMUDM THE INSTALLERS r Ft I� A I I I L—J 1 1 � ILI=IIJr--+ 11�� Trusses require extreme care In fabricatg, handling, shipping, installing and bract g. Refer to and ptloe the latest edition of SCSI (B.std i; Component Safety Informot1m, by TP[ and SBCA) for safety pretties prior to perfe—Ing these functions. installers shall provide temperer yy braclrhg per BCSL lMtess noted otherwise, top chord shall have properly attached structurat sh- ht V and button chord shall have a properly attached Ngld calling. Lotatlons sham for pemaront lateral restrolnt of webs shall Vela bracing Instaaed per BCSI sections B3. 07 or BID, as applicabta. Apply pietas to each face of (ruse and V Itbn shown above and on the Joeht Octets, unless noted otherwise. Refer to drawings 16DA-Z for standard plate positions, Z AN fTW COMPANY 13389 Lakefront Drive Earth City, M063045 Alpine, a dtvsion of ITV BuRdinp Components Group Inc. shalt net be responsible for any d tbn from this drowlng, any f.11— to bUid the truss In conformance with ANSI/TPI 1, — for hanxAing, shipping, Installatbn L bracbg of trusses, A seal on this draekg or cover page Us" this drawing, Indicates acceptance of professional englneerNrg responsbBdty solely Far the deslpn shaven The sWfob9lty and use of this drawing for amY S4rUature In the respMuibWty of the Bu0.dirhg Wrlgner per ANSI/TPI I Ste$ Far more Information see this Job's general notes page and these eft sites. ALPWE. www.aloineltw.coml TPI. esw.tahstorror SBCA, wwr.s4Und.strv.ara ICC. sselcccofearg No ATE OF Bracing Group Species and Gradesi Group At S ruse -Pine -Fir Hem-Flr #L / #2 Standard #2 Stud #3 Stud 03 Standard Dou tas Flr-Larch Southern Plnewxw #3 13 Stud i F---Stud Stondord jStnndnrd Group Bt Hem -Fir #1 A. Btr 1 Dou to Flr-Larch Southern Plnewww #t #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). rwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these gracliis. Gable I russ DeTOLR Notest Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malls. IK For (1) 'L' brace( space nalls at 2 In 18' end zones a _4-o.c.-between zones, �IE31EFar-f2)-'Crbroces. space nails at 3' o.c. In IS' end zones and 6' D.C. between zones. bradng must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th No Slice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD, 60 PSF X. 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'aOo.Fq Boos o soy clam dI sIn:1:.Jan .ul-�a- AOJ 1!��-aQ aIgoD ssnJl algo9 BupJodulaa JagwaW .l. 2: X Hip Frame Details %fnvA KM- w.3J14, min, * Hip Frame, 'R' / Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, Lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and proper_Ly--attached Bq /Hip Frame f Common T es Stepped Hip ns Sys em Trusses tback� n c #1 Hip Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails a 6' o,c. maximum spacing, Section B-B Hip Frame �-- Setback ---+ Stepped Hip System Trusses Use --this detail fora ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. Residential, Wind TC DL=4,2 Kzt=1,00 Structur anels must be properly attached directly psf, To hiQtafP�tarlins, vARNB4Gia READ AND FOJAV ALL NOTES ON THIS DRAWING .rlwrnTNwrr; FURNISH THIS BRAVING TO ALL CONTRACTORS IHMU1)W THE INSTALL-13M Qom' GE � � sF REF HIP FRAME DATE 10/01/14 Trus.e. re ertrane care h fabrtco IN, h.Mrig, sHPPhQ, hst.ift and bracho. Refer to and folios the latest adltbn of HCSI (Bu:lding Conponent Safety Infonmtlpr, by TP[ arW SBCA4 Far safety praetkes prior to Perfornino these iunctlons. IrotaUers shell provide tenparary brodn par BCSI. Unless rotes otherwise, top chord shall have property attached structural six 4r, V2IMton chard ` V\ N \ 3 * = Y = DRWG HIPFRI801014 I7 F^1� shall have a properly attached r1aW ceeh¢ Locotlons 0— for pe-a t tateral rostroht of sobs. sf t Mve d J or 218, as oppUcabla. Apply wrote. to each Face Metalled Per BCSI sections the truss the JWnt Deta0.s, Q �L��ul� aF nrd ppoosition as shorn above and an position reAess rated athenLse. Refer to drastrros 160A-Z for standard plate pesitiam S A E .� OF AN ITWCOMPANY Atphe, o dlvlsion of 17V D4ding Carvonents Group Inc. shot( not be resp—lble for any devintt n from tWs drawing, any fa0.ure to bu0d the truss In .odor— with ANSI/TPI 1, or for hnndUno, shipping, hsta1U.Uon t bracing of truswa. S Q P, �'e %�,.• by The ForA seer an tss dmvbV or cover page Usthg this drashg, Indcates aecoptance of professloml trg one y stn+sdreres tha responslWity of tIw BuRdhg Baslgner per A11SVM I See& p� •�i ®��"'�\ l4 L 73388 Lakelronl Drive Earlh City, MO 63045 For noretyhfo natlanseethkal�b'sham nen o� Ja g Pago and these reb otesr ALPINE, .—Whalts.canr TPI, rsr tolnstc^ar SBClu rss.abclndust-1 ICO nUcccofsaro A�/ !/IIIIIN114t p Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )E)K Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe-nalled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 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. 3X4 12 12 Max. 2X4 X4 �- 8-0-0 max --� 04 12 12 Max, I- 1X3 1X3 I IMax Spacing) 5X4/SPL 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing, 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 with) properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used In lieu of purlin spacing as specified on Engineer's sealed design, %xw 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'. Valley I Spacing Pitched Cut Bottom Chord Valley l Le -naked ra 2X4 Q Get' � SQa Square Cut Bottom Chord V all 2X4 4X4 if Stubbed Valley Optional Hip End Detail Joint Detail MWAROO- READ AM FOLUIV ALL TOTES EN TIM MAVINCdALL CONTN ID1- lul/�i.1Q .'� TC LL 30 30 40PSF REF VALLEY DETAIL PDRTAHTI FUiNISH THIS DRAVM TD ACTTRS net I DM TIE WTALLERS. a Trusses regale estrene core h Fob ootlrq Safety !np fornntlon, by PI6and HCNeforr softly�j - fsl f follow the latest "lion of BCS2 eanan can sr �C DL 20 15 7PSF DATE 10/Ol/2014 .hietkea prior to perforrb,g these functions. Inatatlers shop provMe tenpornry bro per BCSL � .��� y. ` . noted oth.-I... top chard shall I— properly attached structural he.tly g bottom Chord +Ir BC DL 10 10 10 PSF DRWG VAL160101014 eh,u have a proprrly att-hod Nord cNW, p� Locatlons shown for pe--t l.terol restraint of ebs shall have brachg hstalted per BCSI selchtlorls B3, BT or B10, as a>ppppttk�We. Applyy plate. to ...In face _ y� k $��'. LL 0 0 0 PSF IC] of truss and dtI- as whom above and on the Joint Detatts, w ess noted other,I— d �po Refer to dravings 160A-2 for at—d.rd plate poslth.ns. Atpine, a dvtswn of ITV Bun g Component. Gip Inc. OwU teat be responsU. for a deviation from T13T. LD, 60 55 57PSF AN (TIN COMPANY this dra.hg, any future to woad LFw trues u confornanca .Ilh ANsvrPt 1, ar for IxinW p OJppmB, �n t1TF Of Installation b brocing of trusses. A seal on this d—IrQ w cover page Usthg tHs d—ling, bvAmtea occeptonce of professional hp re solely for she aestgn sho.ru Tna suttabtety ord use .f U.. ara.hg 'y Q 4 (3 ©� ��✓ UR.FAC.1.25�1.33 1.15 1.13 133BH Laka(roN Drive for' any a�rraettire tho responstOAlty of the ".014 Desgrnr per N6i/TPI 1 S.CP- R t ��.' Earth CRY, MO 63045 for pore hfornatlon see this Job's general notes page and these .eb site.+ �`� SPACING 24,0' ALPINE, e..alptnelt—orp TPL ....tph. b %Q SBCN ....sbc4Wustry—v TCD .n.kaofearp h lT, �''Iflntuuu:y*'•• Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 160 mph Wlnd, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 PPsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf Cmin), Kzt=1,0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xr Refer to Engineer's sealed truss deslan drawing for olanyback and base truss soeclficatlons. Detail A 1 Purlin Spacing = 24" o,c, or less 12 / Up to 12 Spacing = O.C. max i---Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between, Detail B ' Purlin Spacing > 24" o.c. Piggyback cap truss slant Halted to all top chord purlin bracing with (2) 16d box nits (0135'x3,5') and secure top chord with 2x4 H3 grade scab (1 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 using a minimum of (2) 16d box nails (0,1351x3.51). Up to 12 V I I P 24' o.c. max > a�x Top Chord Scab (Typical Each End) Chord Full Flnt top chord purlins required at Depth both ends, purlin spacing > 24' o,c. 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, —VARNMbe. READ A)0 FDUJIV ALL NDTES [IN THIS DMVBIGI weI)P6iiANTn I'MaSN T)aS DRAWING TO ALL CRITRACTURS DMIM W THE ]DISTALLERS .�� `vtL �A-•-fftp. Trusses require extreme core In Fabricating, handling, sbippina, b.stntUng and brocwng. Refer to and follow the Wtest editmn of SCSI (Busdtr+g Conponent Safety Infornatlan, by TPI and SBCA) for safety A` C `; \CCfVc� /J practicos prior to perforMng these fi , tlans. Installers sholl provide tenparary bracing per SCSI. t�A S UN se noted otherwise, top chord shoU have properly tt..h.d etr—t—t sheoth4g and batten chord shall have a property attached rigid coring. Locatlans sham for pernonerrt lateral restraint of webs shall have brcc4ip Installed BCSI tendons 87 or Bla ac Appty to each face ,. I�1I per plats the unies. no of truss art ppoosltian alt sheen above and on the Joint DID, s Imless noted otherwise. = Refer to drawings 160A-Z for standard plate positions. AN RW WMpAW Alpine, a odAslon of ITV BUUtld11nngp Cunponents Group Ina shall net be responsible for any deviation Fron truss N � 'fl +� Aid or tNs droning, anY FnBure to build the Conformance with ANSLTPI 1, or for tandU,np, SNpping, hstallatlon b braft of trusses. A sent on this drawbp or Ustt•,g this drnww.y Inckotes AN +ev4� pk h. cover page acceptance of professtormt ernpineerhe rssporndt+Rlty solely far the deslgn shown The sWtobUty sad use of this droshg > O 13389 Lakefront Drive far any strvz4e•e is tiv nsparffislty of the at- OeslPee• per ANSI/TPI 1 SeC2. v`Jq Fanh City, MO 63045 for nore information see this job's oral notes and these web sites. ALPINE. wwe 1abMte.con. TPB —toi sa atoroi SSCA. wevslKbndust—Aral IM wwwhcsofaarn Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (I, side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord N3 grade 2x4 scab may be replaced with either of the followingn (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.12014.375' nails. Note. Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods. Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c. with (8) 6.d_common — (0.113'x2') nails pel=gussetr(4)-In cap bottom chord_and-(4)In tease truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) IOd box palls (0,128'x3') per scab, (3) In cap bottom chord and (3) in tense truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave plgggyback plate to each face @ 8' o.c. Attach Eeeth to Igg back at time of fabrication. Attach to sup or Ing truss with (4) 0.120'x1,375' nulls per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces, SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 DNIOddSsk jdj 'ana ...,(,icy, �'��' �►� .ate do. 3sd '(1-1 'l Qlb �3 3Sd 3M �ff 3Sd -la �[ bTOTanSS3o21H DX2G tiT/10/01 31Va 3Sd la 31 3Sd ll 31 %�/VROO ,4-sgnS b30 338 wo•adoaox•.• o7i loronA-P14A� S.- Naas 9w 43' UVv A Ital lwo>',}wuldla.u'3Nldlr 'sail. q., as.,a Pun aeoaa}ow lwaua0 s,qo( s14} oas uopourod(q avow roA 'ZraS { Idl/ISNtl rad rauOlsaH &+P6^H a4i do A}igq�wQtar sl �+}s Auo .. 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Aaj.: aq uo apo,A6 puo sapads awns aq o4. �,uawaouojula.A goos Ao }uawa:)jo,4ula.A--1 ';uawao.AojulaA-1 OK)9x2-2 9x2 smo.A 2 8xa 8x2-1 9x2 mo.A T 8x2 00yx2-2 9x2 smog 2 9x2 9x2-1 yxa mo.A T 9x2 yx2-2 9x2 smou 2 yx2 uo Exa yx2-1 yx2 mo.A l yx2 .Ao Exa dulaN qD:)S dulad --IAo -1 }ulo.A}sab azlS ;uawaoauoJulab and}ou Aa;1y b-16 pal3padS AagwaW qaM 'adk� }uawa:).Ao jula A aa.oydouddo 4;lm u6lsap un A-a,A '}uawao.ao,}ula A anl;ou.Aa4.lo wnwlulw Ao j 'anlD.on.Aasuoo aq AOw molaq 4..Ao4o ul pa13pads :uawao.ao3ulaa and}ou.4a}1y 'a.uawa:).4o3uja.A qo:)s Ao }uawa�a.eo,4ula.A--1 ,Ao }uawao,Aojula.A-1 o} su6lsap paloas Aid al6uls uo umo4s 21"16 paldpads a4�, 6ul6uo4o Ao,4 algD:)l1ddD Aluo sl 11o}ap sl41 lsa4.oN 'pa.Alsap sl po4}aw !i_uawao.ao,4ula,4 Clam anla.ou.Aa�,113 uo 4.nq u6lsap ssnua. o uo pal,4pads sl (,y-l6) 4-up-Al-sad 1•o,4a}o-1 snonup uo3 o ua4m pasn aq oa. sl 11Ddap s141 6UIDJO JUla�j �]_]3 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 usng two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in toads, S L L Typical ~ 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 e 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# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Q O 0+ Q \_ 0+ O +0 O I I \ MI,Nmun S MWnun L Distance B L z4 B L Stagger L L-=BLck Face 10d Box (0,128' x 3', min) Nails, nt Face 2x4 Member - Double Row Staggered 41.'0-01 2x6 Member - Triple Row Staggered Nail Spacing Detail "'�'" aVARNMWSV READ AND FDLLOV ALL NOTES 13N THIS DRAVBud eeDWORTANT FLWRSN THIS DRAVW m ALL CM4n ACTORS DFCUMM THE DISTALLER3. .` A,` �EAin REF MEMBER REPAIR DATE 10/01/14 Twsces requYv 4g extreme core in fabricating, hnrdlchipping, InstalWrp and bracing Refer to and Follow the lntess edition of BCSI Guarsng Corgonont Safety Information, by TPI and SSCA) for safety ` �Nr+ practices prior to perf.—Ig these functions. Installers shall provide tenporary brnCn per BCSL lhtess noted otherwise, top chord shall hove properly attached structurat sheathing old bottom Cror No. DRWG REPCHRD1014 r shall have a properly attached r?d ceiling. Locations sham for penanent lateral restraint of webs have installed Bfst Qchnll I I IIJJ� braWg par cactions B3, B7 or 210, as applicable. Appty plates to each face of truss nntl posltlon as shorn above and on the Joint Deta4s, unless noted atherxisa. n Re Per to drawings 16BA-Z for standard plate positions. TC ry� G \J AN fTW ODMPANY Alp'vro, a dlvtslml of [TV Buld4ig Components GroutpW Inc shall mat be respanslMe for ony deviation from d aw4g nrry faRure to bu0.d the truss h conPorranw with ANSI/TPI i, or far hanoltrg, sNPPlnB, i� i ! A� ads w,stallntbn L Wacing of trusses. A ced on this drawNg ar rover OsNnO this drnwbg, 4uscntes nccrptanv oP �i � // �♦ ['f 1`,a/ \\ Page professional engkreeNnB reayonsalllttyy solNy for the design dawn, The sUfnblllty a,d use of ZYYs draeVg forIs #Ie the Bolding 1 Sec2 //// Fs `r`'` ♦\Q /,` S 13389 Lskofont Drive any structure respomcblBtY of DeNgner Per ANSI/TPI \ ()p� 4 \ /f/I SPACING 24.0' MAX Rartn City. MO 63Da5 For more Infornatlon see this s enerol notes en arum....,.a.,.ne.�..,mn...twM'bi..,e eare�.�...a.Pw?�.n..�M tntisa..�i'�a. ,,,.,. // �`i'FtlAI. *" llll ,l,,ltN STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM `1ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPL THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD L❑ADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS h.(n TC'T) ON THIS SHEET T USE THIS DETAIL F❑RI ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, DER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER M❑DIFICATI❑N. SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT 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 REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) IOd BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOCK - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT 1F 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 J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). _ mlwmT f sri TFnsEeR°Av FT°o LALLcwT'�ancr�s H"'+aun°R"H+c n+srALLCRs �Gl- lvl �+ AM ��. `� j REF BC FILLER Trusses require —trene core In fabricating, handling, shipping, lnstalUrg and bract g. Refer to and `� \ A� �S Fall.. the tasest etltHon of HCSI Muwng Component Safety In ormntion, y TP[ and SBCA) far sofety Q' �rVt� DATE 10/Ol/14 pprranctices prior to perforntng these functions. [nstnilers shall provltle temporary _braMg Par HCSL UNas s noted otherwise, top chord shall have properly attached atructurol sheer and batten, N - DRWG REPBCFIL1014 n P�� shall Mve n properly attached rigid ceiling. Locatio shown For permanent lateral restraint of webs Q l._'�ll of have brndrg Inst.Uad per above sand .1 the J or Beg, m apptiCones no Apply plates to each face I�rLJ�1 of truss nntl pasltbn ns shown BCS1 sections an tha 7 or patois, uNess le. A otherwise. Refer to drawings 16OA-Z for standard plate positions. Alpine, ravlslon of RV Hu0.rYng Components Group Inc shall not be responsible for any deviothn Fr S` A' d�' ,4P1 IfWCOMPANY this drawhe, any failure to build the truss In conFornance with ANSVTPI 1, or for handling, shlpp6ig, installation & brocNg of trusses. A sent on 'Ws drawing or cover page lbt4g this drawling, kwlmtes acceptance of professional �i 9 ang�,eer ra:PaneENtN solely far the dssien shown. Th. suitability hid use of this dro.hg C O R% \�L for arty sirvcture Is do rospons6lttY of the BAlding Designer per ANSVIPl I SecE �i E.,Ih Lakefront Drive For here inf—tian see this Job's general notes pope and these web sites '�R U a�rrhh Earth City, Af063045 ALPM, www.nipineitw.conl TPI1 www,tpinst,orer SBCAI ww.sbcintluetrv.orgl ICO w.lccsafe,ora �'Ni4, �'�4lSNA0 SCAB 2X4 OVERHANG DETAIL. ASCE 7-05 120 Mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, -EXP D, 30,00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00, Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach - overhang scab to one face of top chord with 10d box (0,128ax3.0a, min) nails at 8° o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections. 12 2 T❑ 12[� 3L L � A aA A VT•AI IAA ..nIPaRTArrtv FWUSH Tas WAv`M M ALLAMMUMS u7QS� URM TVTW ZNSTAULM ��•• •,�� ,,y TOTAL TOP CHORD REF 2X4 SCAB O.H. ` Trusses require extrene care In FabrkatIM h."hQ, ShWI.9. enslaving and bracFla Refer to and `.\ �GE�SF �� `�, LOAD NOT TO DATE 10/01/14 Fotlo. the latest edition air ecsc ®wding component snfesr nlfornotian, by 7PI and Seca for safely �, � ^� �� EXCEED 40 PS proctices prior to performing these functlons. Installarc shall provide tewporary bradng par BCSL Unless noted atherake, top chord shop have proparty attached structurnl ahsa g and bottom chord No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 v shop have a properly attached ".. catln", Locatbns sham for permanent lateral restraint of webs Q IT r�� stall Mve hraUrq Installed per aba sand on the Joint or Het ils nppUcn no Apply plates to each face I I�IIL�_I f of trixs aM cCing Ins all shorn ebove orM on the7o310, uNecs noted otherwise.Pl Refer to drovhgs 16DA-Z for standard plate positions. Alpine, a division of nv eAdIng components Gro lno shall not be responsible far any devintim Fran SATE OF AM fTWCOMPANY the droenp, arty 11,u , to b1ld the truss In conformance vM ANSVTP! 1, or for hantlU g, sFdpp ..In iQ� OP fQV Instnllatbn 6 bracing of trusses. / v A seal on this draft or cover Pa tMft this droving, Ir.9—tea acceptance of professional ® 4 0 F% re�oe Uty solely for ti•': design arlavn. The suttah0lty and usv of tM dro.(rp y�. �` DUR. FAC, 1,15/1,25 13389 L.ket—1 Drive for aM b the rc�ortsbllFty of the Rading finer per MSI/TPI 1 SOC2 }{�� p Earth City. MO 63045 ALpINF, vo.re IWormat TPleevt:is Jo .or general notescpoaq trvo oese web altos, fyfp „�^N�` t``! SPACING 24e