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Home My WebLink AboutTRUSSRANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 O1i1r417Lnts M one: (352)429-9429 ` (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS110 Printed: Fri, Sep 29 2017 Job Information: Address: FOR Name and License Number: ustomerName: Creekside Lot 110 iR Horton 3104 Yellowstone Dr ascription: City, State, Zip: EBB 1828-Cali "D" LL OL Fort Pierce, FL Loadin9 Information• Roo/Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AIA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AB 10 A9 11 A10 12 B1 13 B2 14 ct 15 C2 16 D1 17 D2 18 M3 19 EJ7 20 EVA 21 EJ3L 22 BJ5 23 13J3 24 ail 25 9J1L 26 CJ7 27 CJ3L Digitally signed by Manuel Martinez Manuel ON ' ON: S, o=ldenTrus[ ACES Business Representative, ou=M AND E ASSOCIATES \PA., cn=Manuel Martinez, y9t 6t 9 2342.19200300.100.1.1=A0109800000014 FBEEa� t /'�t7 i , e (� AdobDate-e Acrroob t DC'version:1155.006.30352 40015A38 FF5581B08B7F480099.2E85FB Vb I% 11en has.bvMcte/mad e,4zealcdhfM2,stel,Aanwx r, FEf1•L.,is.�873E1}orst?w.sidaeahuw6 ateear'rz::n8 af4'�#•i ._. =*Wd"banrode. " uxicc ias #sh doaunwat M metccrsdm dS'8nrdand send andaise,.aPl �hen6mfi:mde rae.t bvaztNied of atrg�eclrmnk Ffle COPY .=I.. — Page 1 of 1 Job Number: 136DCS110 Ply: 1 SEQN: 635692 / T10 / COMTDRW: 4EBB 1828-Cali "D" LL OL /DR Horton AEBB 1828-Cali "D" LL OL Qty: 16 FROM: AH Truss Label: Al Wgt: 221.2 Ibs / _.. 09/29/17 7'10" 14'4"7 19,10" 25'3"9 31'10" 39'8" 7'10" 6'6"7 + 5'5"9 + 5'5"9 6'6"7 + T10" I E=5X6 �_,3X4 F`,�3X4 12 6 m in (a) ',15X6 05X6C (a) (a) G b 4X6(A2) B H=-4X6(A2) � A I P O M L K J 192X4 .3X6 =3�4 =3X8 =3X4 =3X6 1112X4 5 201 519"1 F 59"1 1 I 1"4"51 7711 �1 4"0" 2T833 39'8"77'88"111325Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: 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 / - / - / 8.0 Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(fL): 0.163 J - - B Min Brg Width Req = 1.9 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.632 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.549 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Fact�rs Used: Yes Max Web CSI: 0.605 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 E-F 1108 -1899 Lumber B - C 1442 -2961 F - G 1263 -2430 Value Set: 136 (Effective 6/1/2013) C - D 1263 -2429 G - H 1443 -2962 D-E 1108-1899 H-I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values • Chords Tens.Comp_ Chords Tens_ Comp. approved 1/30/2013 by ALSC B - P 2568 -1123 M - L 2082 -814 2566 Bracingi13(� O - N 2566 -1123 K - J 2567 -1129 N - M 2081 -789 J - H 2569 -1129 (a) Continuous lateral restraint equally spaced on " v�ewe s i member. Or 1x4 "T" reinforcement. 80% length of Nk s' web member. Same species & SRB grade or better, d. p Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails W, 6" oc. '+# 10 Co Webs Tens.Comp. Webs Tens. Comp. .. t s s P - C 286 -13 M - F 468 - 735 Tray Scab(s) C - N 387 -554 F - L 4B3 -204 (1) 2x4x0-3-11 x SP 93 scab at each end. Attach. * N - D 482 -203 L - G 387 -554 scab to face of chord with: Nails @ 8" oc, plus D - M 468 - 734 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st ," . E - M 1338 -714 panel point: (0). Loading �• s Truss passed check for 20 psf additional bottomaa*�a;�� chord live load in areas with 42"-high x 24"-wide > C clearance.,._ Wind 4061 38 FF 5B 81 BO BB 7F4900 99 2E 85 FB Member design based on both MWFRS and C&C. rtaisliemabmete sndaasnladbyra�dlrnxrtme (rt. tts.r.TZ313}on [ti¢ Cn:,e+Y_ahawha6¢"u.9n�:a SNJnB �nhant8paea�r. _ aprtated<opaith%ticx=s A are not ossiduad 4wdsnd � bd =dtiz_-..- athhenika.&sscasfeenuC4e�+it�deuu�a¢a*rdecirank- n **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 omponenf Safety Information, by TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos iraang er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeryrly attached rigid ceiling Locations shown for permanent lateral restraint,of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Zefer to irawings 160A-Z for standard plate positions. 4lpine, a division of ITW 8uildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the toss in conformance with ANSIrtPI 1, or for handling shipping, insta lation and bracing of ttvsses.A seal on this drawing or cover page isting this drawing indicates acceptance of professwnal engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. or more informal on see this lob's general notes page and these web sites: ALPINE: .alpineilw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iocsafe.org Job Number: 136DCS110 Ply: 1 SEQN: 635695 / T13 / COMN I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: 09/29/17 ! Truss Label: A1A Wgt: 254.8 Ibs _.. 7'10"19'10° '6"4� 2'68"2 F 311"4"4 7'10" 5'5 28 "1520" 7'10" Em6X12 1112)(4 =3X6 =3X4 =6X8 11120 11&4 E--5X10 1' T8"12 4'3"4 2'0"1 59"1 2'10" 4" 50"1 7'11"15 1' f' 7'812 12' 14'0"1 19'10" 22'8" 26'8" 31'8"1 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: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" 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",m!n.)nails @ 6" cc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA LU:.NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Defi/CSl Criteria PP Deflection in too Udell U# 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: 0.548 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.02.0113.0314.13 ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 1557 1708 / 960 / - / 445 / 8.0 1 1557 1707 / 959 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 I 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 - 2556 B - C 1439 - 2761 G - H 1754 - 3391 C - D 1261 -2220 H - 1 1434 - 2764 D-E 1106 -1732 1-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - S 2391 -1120 P - O 20 -9 S - R 2388 -1120 N - L 2965 -1290 R - Q 2388 -1120 M - K 26 -12 Q - P 1897 - 788 K -1 2382 -1121 W 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 286 -13 N-F 214 -147 x. C - Q 384 - 563 N - G 578 -1048 aAft STATEe Q - D D-P 458 -199 471 G - L L-M 869 -407 71 -682 -3 E - P 59 - 531 L - K L H 2552 -1201 634 E - N P - N 2267 -1099 1880 -659 - K - H -187 466 -869 N - O 18 -1 40 01 SA38 FF 5381 BO BB 7F48 00 99 2ES5 FB t1aG itat�arm ckcdr s�nada�x9 scaled by Bdarucf Martinet, fE(FL.Lk.N7fH21an�ed �hawaalxiraerJngasfsA3 aen�ta,a�a, M. ds P&& oftf" do�sa=,:swat � not ex Id—d %kna'�ara-6d anE its 5ttittff awaitentknSf zsetadc M-k 6a.vn.9'1.i M myd"ttatak.. cmyiai. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, o e. A .piy plates to each face. of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page. Le design shown. The suitability Job Number: 136DCS110 Ply: 1 SEQN: 635697 / T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A2 I Wgt: 221.2 Ibs .. / ... 09/29/17 T10" + 14'4°8 19,10" + 25'3"8 398" T10" 6'6°8 5'5"8 5'58 6'6"8 T10" E 04X4 D Ft13X4 12 6 (a) o C G o (a) (a) 5 W(A1)B Ha.3X6(A1) A 1 1112X4 !mW Ye !e X8 -Ut °Q 3X6 012X4 134" 68° 20'8" 1' 7'6"12 43"4 2'1, 5'9" 5'9" 2'1' 47 T8"13 1' F 7'8"12 12 14't"� 1910' 2572T6'+ 31'11"4 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20-00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw J Rh / RL J W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 J 999 240 B 492 / 205 / 310 / - 1445 / 8.0 BOLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.098 J 999 180 Q• 317 1142 1183 J - ! - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 J - - H 895 / 408 1659 / - 1- 18.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.032 J - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code J Misc Criteria Creep Factor. 1.6 B Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 4.psf Q Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.531 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2007 Max BC CSI: 0.451 H Min Brg Width Req = 1.5 Bearings B, Q, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Facors Used: Yes Max Web CSI: 0.695 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B & H require a seat plate. GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE I VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 E- F 350 -258 Value Set: 13B (Effective 6/1/2013) B - C 205 -470 F - G 516 -769 Top chord 2x4 SP #1 C - D 410 -109 G - H 707 -1335 Bot chord 2x4 SP 91 D - E 342 -229 H -1 27 0 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Bracing B - P 494 -373 M - L 596 -137 (a) Continuous lateral restraint equally spaced on P - O 489 -373 L - K 1117 -467 �waww member. Or 1x4 T" reinforcement. 80%length of e O - N 489 -373 K - J 1117 -467 web member. Same species & SRB grade or better, 1S ° di N - M 640 -670 J - H 1120 -467 attached with 8d Box or Gun (0.113"x2.5",min.)nails a„ @ 6" °° 7" - Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 5X6 except as noted. P - C 318 -33 M - F 484 -707 C - N 423 - 637 F - L 486 -221 Tray Scab(s) STAT E N - D 574 -1077 L - G 404 - 599 (1) 2x4x0-14 x SP 93 scab at left end. Attach scab to D - M 669 - 267 G - J 298 -20 face of chord with: Nails @ 8" oc, plus additional nail E - M 70 -151 clusters at BRG.: (0), heel: (0), 1st panel point: (0). r� -. � v11 I ' (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). 40G Wind luk ltt Member design based on both MWFRS and C&C.' and d'a wpim- -IMPORTANT"' FURNISH THIS DRAWING TO ALL a division of any GF'7 T5B81BOSB7F4800992E85FB akr,Rs:anaa j med mdwaiddbt 1.7=M martlses, °m �'�mzshnv�n �exm t�dnyasx.:"i ' �dacmwaavmot cr4Wffwvdsfotdargsaaicd ' antkAtkurede M=t iaa*MAW CA=74°ctrmrk S DRAWING! INCLUDING THE INSTALLERS ). _ Refer to and follow the latest edition of BCSI (Building Ming these functions. Installers shall provide temporarryy uctural sheathing and bottom chord shall have a propefly gave bracing installed per BCSI sections 63, B7 or 10, on the Join Details, unless noted otherwise. (2efer to r any deviation from this drawing any failure to build the .ing of 1russes.A seal on this drawing or cover page risibility solely_for the design shown. The suitability Job Number: 136DCS110 Ply: 1 SEQN: 539422 / T11 / GABL 4EBB 182E-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OIL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 361.2 Ibs Page 1 of 2 / ... 09/29/17 T10'14 14'4'825'3"8 3152 3,1. f T10'14 + + ^F 6'5'9 5'S'8 5'5°8 8'5°9 T10'14 I -TB' -I I-Z8- -I Lm5X8 K M J N I O y3X4 H Pa3X4 12 G O F R E S O AP AN (a) Be BE T %5X6 u � 00SX80 BB A AS;o AS fbi Bl BI AT AK 3X4 3 AY X H c3X6(A1)B AL X G Vo X6(A1) AH BK AG AF AE AC AB AA Z Y X a5X6 cUi) o5X6 138' 5' 21' T8"135'10'T8'13 1� T8"13 14' 19Y0' 25'8" 31'11'4 378' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U I Rw / Rh / RL I W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.051 R 999 240 B 489 / 220 / - ! - / - / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.125 R 999 180 BK 1387 / 639 / - ! - ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.018 F - - AD 573 / 278 / - / - 1- / 8.0 EXP: C Des Ld: 37.00 HORZ L 0.040 F - �) V 865 1416 / - / - / - 18.0 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.642 B Min Big Width Req = 1.5 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.462 BK Min Brg Width Req AD Min Brg Width Req = 1.6 = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes Max Web CSI: 0.940 P V Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, BK, AD, & V are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, BK, AD, & V require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber Plating Notes Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp - Top chord 2x4 SP #1 Tray Scab(s) A - B 27 -20 L - M 40 -103 Bot chord 2x4 SP #1 B - C 189 -464 M - N 54 -125 Webs 2x4 SP #3 :W4, W7 2x4 SP #1: (1) 2x4x6-9-11 x SP #1 scab at right end. Attach C - D 312 -112 N - O 51 -123 Lumber value set "l3B" uses design values scab to face of chord with: Nails @ 8" oc, plus D - E 384 -167 O - P 89 -178 approved 1/30/2013 by ALSC additional nail clusters at: BRG.: (0), heel: (0), 1st E - F 395 -177 P - Q 238 -563 F - G 424 -197 Q - R 271 -612 Bracing MAP 4, G - H 429 -209 R - S 285 -627 (b) scab reinforcement. 80% length of web member. Same & or better. Attach with 10d -a� H -1 77 -123 S - T 296 -640 size, species grade Box or Gun (0.128"x3",min Jnails @ 6" oc. �, rvY. ° 1-1 45 -105 J - K 59 -116 T - U U - V 346 -704 608 -1271 Continuous lateral " K L 55 V W 27 (a) restraint equally spaced one Or 1x4 "T" 80% length NO 047102 for - -130 - -20 member. reinforcement. of ft 0 web member. Same species & SRB grade or better, a, 40W Maximum Bot Chord Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nafls ,vo Chords Tens.Comp. Chords Tens. Comp. @ 6" oc # Special Loads P STATE B -AH 344 -109 AC -AB 560 -251 -(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) � �'� s AH-AG 341 -110 AB -AA 560 -251 560 From 56 to 56 7.81 � ` AG-AF 150 -351 AA- Z -251 TC- pif at -1.00 pif at TC- From 56 at to 56 at 15.17 a � � AF-AE 150 -351 Z - Y 560 251 pif .81 plf TC- From 28 plf at 15.17 to 28 plf at 1. z ® � $ AE-AD 150 - 351 Y - X 1059 -482 TC- From 56 at 17.17 to 56 at 19.83 83 '�, AD-AC 150 -351 X - V 1063 -481 plf plf TC- From 56 pif at 19.83 to 56 pIf at 31.85 bra TC- From 56 plf at 31.85 to 56 pIf at 40.67 SERIAL A Maximum Web Forces Per Ply (Ibs) BC- From 4 plf at -1.00 to 4 pif at 0.00 40 01 5AB FF 55 82 BO 00 7F48 00 942E 95 FCC Webs Tens.Comp. Webs Tens. Comp. BC- From 20 plf at 0.00 to 20 pif at 14.00 BC- From 10 pif at 14.00 to 10 pif at 17.17 z9xltnmriazc« ck sdanasalm r�rt�µ �r P£OL.ut.Car'JetMthedde.5iw""abamWngaSHA-1 AH- C 318 0 AC-AW 365 -783 BC -From 20pif at 17.17to 20pif at 25.67 as der acaav9a. C-AI 316 -672 AW-AX 18 -36 BC- From 20 If at 25.67 to 20 If at 39.67 P P AI-AJ 282 -625 AW-AY 348 -725 BC- From 4 pif at 39.67 to 4 pif at 40.67 AJ-AK 302 -650 AX-BA 18 -37 TC- 13lb Cone. Load at 15.17,17.17 Uvvilmdmw dcdmrLs AK -AL 310 -656 AY -AZ 324 -705 BC- 32 lb Cone. Load at 15.17,17.17 calms- AL -AG 324 -684 BA -BD 18 -38 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building to these functions. Installers temporary Component Safety Information, by TPI and'SBCA) fsafety practices prior performing shall provide bracing per BCSI._ Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall rigid Locations for lateral have bracing Installed BCSI sections have a propeiiy B3, B7 or 810, attached ceiling shown permanent restraint of webs shall per as applicable. Apply lates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure this to build the truss in conformance with ANSI191 PI 1, or for handling shipping, installation and bracing of trusses.A seal on drawing or cover page listing this drawing,indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more informailon see this' Us aeneral notes page and these web sites: ALPINE: www.al inedw.com: TPI: wane. inst.o • SBCA: www.sbcindu .com• ICC: www.iccsafe.orcj Job Number: 136DCS110 Ply: 1 SEQN: 635689 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton AEBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW. Truss Label: A4 Wgt: 240.8 Ibs .. / ... 09/29/17 7'10 14'4"7 19' 20'8" 25'3"9 31'10" 39'8" T10° 6'6"8 4'7"9 1'8" 4'7°9 6'6°7 T10" =5X8=5X6 E F 1112X4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 1112X4 �'T T8"12 + 12'4 + 40°I15 419'"l r20 2,5 1 F 2T8"A 3111"4 39'82 r1� Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 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 each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA ' CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udell U# VERT(LL): 0.151 P 999 240 VERT(TL): 0.348 P 999 180 HORZ(LL): 0.065 K - - HORZ(TL): 0.151 K Creep Factor. 1.5 Max TC CSI: 0.598 Max BC CSI: 0.553 Max Web CSI: 0.693 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1557 / 710 1964 / - 1428 16.0 1 1557 /710 1953 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 I 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. VIEW Ver: 16.02.0113.0314.13 A- B B-C C-D D-E E-F 40 015A FF 5B E1 BO BS 7F48 00 99 2E 85 FB 3f& Isamzsss��r eleCir�axgUnei'audamaladby 6,4a7 Mnrta, ?£ €r1. f�.gdrfH2t cn I�aiSa4e �hawnatxivm ts'ga SNh3 assticar=enszs�c. Prkt-d ewluoythh dw-=sA arm not cmlimd and=126 and tl e4 zsffivndmdm a4emwstht cdfbJ many dectrark CM3ns.. 27 0 F - G 1170 -1784 1471 -2762 G - H 1290 -2218 1290 -2218 H -1 1471 -2762 1170 -1784 1- J 27 0 1086 -1534 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2392 -1148 N - M 1894 - 848 R - Q 2389 -1148 M - L 2388 -1162 Q - P 2389 -1148 L - K 2388 -1162 P-0 1894 -818 K-1 2391 -1162 O - N 1534 - 589 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 288 -13 F-N 614 -393 C - P 389 - 571 N - G 474 - 701 P - D 450 -201 G - M 451 -201 D - O 474 -701 M - H 389 -571 E - O 614 - 393 H - K 288 -14 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply p!ales to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of ,lw 1;ortor n acceptance any structure fis drawing,any failure to build the on this drawing or cover page Li design shown. The suitability web Job Number: 136DCS110 Rt:26041b : 1 SEQN: 635687 / T8 / HIPS 4EBB 182E-Cali "D" LL OL /Dt2 Horton 14E86 1828-Cali "D" LL OL : 1 FROM: AH DRW: Truss Label: A5 s .. / ... 09/29/17 T10' 14'4"8 17' 22'8" 25'3"8 31'1D° 39W T10" 6'6"8 2'7"8 98" 2T8 6' 110 T10" 12 6 p 0 5X6 m4X6(A2) B A___IL� v3X4 F '�! 3X4 "�5X6 - H t� S R Q P O N M L K 1112X4 =3X6 =3X4 =3X4 =3X4 =3X4 =3X4 =3X6 1112X4 4'3"4 2'1" 2'11" 210" 2'10" 2'11" 2'1" 4'3"4 TB"12 1. 7'8"12 12' 14'1" 17' 19'10" 22'8" 25'7" 2T8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA ICt: NA CAT: NA PP Deflection in for, Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 Q 999 240 B 1557 1712 1965 ! - / 387 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs" NA VERT(TL): 0.346 Q 999 180 1 1557 1712 1965 ! - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS Des Ld: 37.00 HORZ(TL): 0.150 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 1.5 P 1 Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.589 Bearin s B & I are a rigid surface. g Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.561 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.669 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: 0.16 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 F - G Iwo -1921 Lumber B - C 1518 -2764 G - H 1338 -2214 C - D 1339 -2214 H -1 1518 -2764 Value Set: 13B (Effective 6/1I2013) D-E 1300 -1921 1-J 27 0 Top chord 2x4 SP #1 E - F 1189 -1696 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Camp. approved 1/30/2013 by ALSC B-S 2394 -1196 O-N 1683 -748 Wind S - R 2391 -1196 N - M 1888 - 899 Member design based on both MWFRS and C&C. R - Q 2391 -1196 M - L Q - P 1888 -869 L - K 2391 -1226 2391 -1226 + P - O 1683 - 724 K -1 2394 -1226 No 047102 Maximum Web Forces Per Ply .. (Ibs) w: w v Webs Tens.Comp. Webs Tens. Comp. S - C 292 -13 O - F 247 -194 S" C - Q 392 - 579 F - N Q D 424 N G 583 - 403 432 584 , - -206 - D P 432 584 G M - 424 206 �e - - - - E - P 583 - 403 M - H E-O 246 -193 H-K 393 - 579 292 -15 4001 31 a ham rs�las. ""WARNING- READ AND FOLLOW ALL "IMPORTANT— FURNISH THIS DRAWING TO ALL C a division of as 5B81BOBB7174800992EE5FB WmkalyMpodzad aealadbyva"AtAarttae4 5lt�ffietfl9L° 8iW Wf[ aix�m k'.ia� 9 $ii$a. tlo_�:r..� ars nM cnxuid�re d :Pdno� �� sash d �t;wtttvs¢ade me.t Lin �cr3f� wtaxrydectronie ON THIS DRAWING! CTORS INCLUDING THE INSTALLERS I bracing.. Refer to and follow the latest edition of BCSI (Building o performing these functions. installers shall provide temporary rhed structural sheathing and bottom chord shall have a properly )s shall have bracing installed per BCSI sections B3, B7 or B10, 7ve and on the Joinf Details, unless noted otherwise. hefer to nsible for any deviation from this drawing,any failure to build the and bracing of trusses.A seal on this drawing or cover page g Eepponsibility solely_for the design shown. The suitability any Job Number: 136DCS110 Ply: 1 SEQN: 635684 / T7 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A6 Wgt: 212.8 Ibs / ... 09/29/17 T10" 15' 19'10" 24'8" 31'10" 39'8" 7'10" T2" 4'10" 4'10 7'2" T10" =3X4 =5X6 102X4 =3X6 =3X8 =3X8 =3X6 1112X4 4'3"4 3'1"12 94"8 3'1"12 4'3"4 T8"12 1. TB"12 12' 15'1"12 24'6"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: II Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ B" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DefI/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.154 E 999 240 VERT(TL): 0.357 E 999 180 HORZ(LL): 0.067 J - - HORZ(TL): 0.155 J - - Creep Factor: 1.5 Max TC CSI: 0.579 Max BC CSI: 0.732 Max Web CSI: 0.353 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 .d L* 4001SA38FF538180SB7F4800 99 2E85FS statst4e 53astZaerialecis a j adWA=aladbs AA ra IKftrttt6r �£ (aL. 12a-�S7EH3.(cer Liez$: siuscrra atxe:aa �;hng xSNA-2 t;cr,�pt:azxia„ 2'rvitad znpw&af6t dra;:r xnt m vat mnsidwed 2qw4,wd=kd mimfdodfark- cmwkt. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1557 1714 / 962 / - / 346 18.0 H 1557 1714 / 962 / - /- 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 1291 -1860 B - C 1556 -2766 F - G 1330 -2162 C - D 1330 - 2162 G - H 1556 - 2766 D-E 1291 -1860 H-1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - O 2397 -1239 L - K 2394 -1268 O - N 2394 -1239 K - J 2394 -1268 N - M 2394 -1239 J - H 2397 -1268 M - L 1928 - 920 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 286 -11 E-L 182 -191 C - M 442 - 620 L - F 587 - 317 D - M 587 -317 L - G 442 -620 M-E 183 -192 G-J 286 -12 —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 f Safety Information, bV 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 propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e._ Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of rfPI 1; or for h acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCSI10 Ply: 1 SEQN: 635682 / T6 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 I Wgt: 215.6 Ibs .. / ... 09/29/17 7'10"9 1T 19,10" 26'8" 31'9"7 39'8" 7'10"9 5'1"7 6'10" 6'10" 5'1"7 7'10"9 o5X8 =3X4 =5X8 D E F T 12 I 6 � o3X4C G %3X4 co � 0 c7 ca i- 1 =4X6(A2) B Hm4X6(A2) P 1 O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 1' 7'8"13 4'3"3 1' 6'10" 6'10" V 4'3"3 T8"13 1' F 7'8"13 12' 13 19'10" 26'8" 2T " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Critilria (Pg,Pf inPSF) 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 Pt NA I Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 1953 / - / 305 18.0 BCLL: 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 Dur�tion: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.152 J - - (T )= B Min B Width Re 1.8 q = Code / Mi NCBCLL: 10.00 Mean Height: 15.00 ft 4.2 c Criteria Creep Factor. 1.5 P H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: psf Bldg Code � FBC 2014 RES . Max TC CSI: 0617 Bearings B & H are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Sid: 2?07 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 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FTIRT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F B - C 1583 -2760 F - G 1507 -2281 1439 -2299 Lumber C - D 1440 - 2299 G - H 1582 - 2760 Value Set: 13B (Effective 6/1/2013) D - E 1507 -2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2388 -1259 M - L 1992 -997 P - O 2385-1259 L - K 2385 -1288 Wind MAPMember O - N 2385 -1259 K - J 2385 -1288 design based on both MWFRS and C&C. N - M 1992 -967 J - H 2388 -1288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 258 -14 M - F 400 -262 ` C - N 367 -494 F - L 447 -224 D-N 447 -224 L-G 366 -494 D - M 400 - 262 G - J 258 -16 h„ fLL ATE E-M 326 -409 SEPAL 5138180 BB 7F48 00 99 2E &5 FB ar,c#6 S4A,% ' ztsr�acefl�en a aarr�3f§xsi cccam s9ectmrs rr�iux. *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses revire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an� SBCA) r safety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted olherwise,top chord shall have properl� 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 B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc., shall not be r!sponsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover ptathge. _ listing this drawing indicates acceptance of pro essionall engineering responsibility solely for the design shown. The su" bflity and use of this yawing for any structure is the responsibility of1the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS110 Ply: 1 SEQN: 635680 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A8 Wgt: 212.8 Ibs / ... 09/29/17 7'10"B 11' 16'10"2 21' _ 22'8" 288" 31'9"8 39'8" r 7'10"8 3'1"8 + 5'10"2 F' 4'1"14 T1'8�3" - 5'11"13 + 3'1"8 + 7'10"8 -I =6X6 1112X4 =3X6=3X4 =6X6 D E F G H T 12 6 p �3X4C Io3X4 co 0 rI� =4X6(A2)B J=4 33 A S R Q P O N M L �1 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 " 112X4 m3X4=3X6 =3X8 m3X4=3X663X4 112X4 7'8"12 3'3"4 4'10"2 69 4'8"5 1' 7'8"12 1' T8"12 1 16'10"2 22'11"11 27'8" 28' " 334 39'8" �123f 111"4 { Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 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 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 "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 11 K m i0 X6(A2) 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA - Ce: NA VERT(LL): 0.186 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 1940 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based an MWFRS HORZ(TL): 0.159 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.614 Beatings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.511 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.491 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Plate Type(s): WAVE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G 1684 -2610 B - C 1613 -2757 G - H 1676 -2597 C - D 1551 -2431 H - 1 1551 -2431 D - E 1685 -2610 I - J 1613 -2757 E- F 1684 - 2610 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 1) B-S 2384 -1284 O-N 2124 -1105 S - R 2382 -1284 N - M 2124 -1105 R - Q 2124 -1076 M - L 2382 -1313 Q-P 2124 -1076 L-J 23M -1313 P - O 2614 -1373 0471.62 Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. S - C 231 -19 G - O 283 - 338 C-R 331 -411 O-H 660 -407 # T D - R 398 -259 H - M 394 -257 D-P 671 -416 M-I 330 -410 � v E - P 278 - 334 I - L 233 -20 '� P-G 114 -111 40 015A 38 FF 58 8180 813 7F49 00 99 2E 95 Fla Mu Item blab%%nod'.m dualod by tdaxtA tAatttm6ez, rr m. Lk.d MI, w Oodalcsfiafwn abowmiag a SNC1 a?rtSseneta t=d#- ?slated cope—Idds dwa�A min not ccnsieor d s9gnad—d salad and Lisa: S ani aticatecsde Mgt bt nd1w CA aayadectrotk bias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building. t Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy 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 B10, I e. AppTy lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-Z for s�andard plate positions. a division of �ivi i,ortorn acceptance any structure failure to build the g or cover page Fri. The suitability Me Truss LabePCA9 D LL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Qty:Wgt1 1.4 Ibs I FROM: AH 678 / T4 /HIPS I DRW; 09/29/17 I 7'8"12 9' 14'2"15 19 010'6 2 1 30'8" 31'1) "4 39'8" 7'8"12 1'3"$ 5'2"15 + 4'9"1 + 10 5'7"2 5'2"14 'I'1'3" 7'8"12 =3 4 =3X6 1112X4 =3X4 =5X6 De E F G H I T6 12 1112X4C J 112X4 T 0 =4X6(AA2)8 N�Kp4X61A2)1 i' S R Q P O N M =-3X4 =3X6 =3X m3X8 =3X4 =3X6 m3X4 1' r 7'10"8 4'1"8 } 1-11 + 5'10"9 5'10"10 1'11" 4'1"8 7108 1' 7'10"8 12' 13'111 1 19,10" + 25'6"10 27'8"� 31'9°8 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# LOG R / U / Rw 1 Rh / RL 1 W TCDL: 7.00 Speed: 160 mph P : NA I Ce: NA VERT(LL): 0.243 G 999 240 B 1560 1720 / 921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.560 G 843 180 K 1560 / 720 1921 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(fL): 0.171 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.OD Mean Height: 15.00 ft Code J Misc Criteria Creep Factor. 1.5 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.501 Loc. from endwall: not in 9.00 ft FT/RT:20(01�/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A- B 27 0 G - H 2O30 -3245 Lumber B - C 1644 -2765 H -1 1869 -2950 C-D 1812 -2718 I-J 1811 -2718 Value Set: 13B (Effective 6/1/2013) D - E 1870 -2951 J - K 1644 -2765 Top chord 2x4 SP #1 E -F 2030 -3245 K - L 27 0 Bot chord 2x4 SP #1 F - G 2030 -3245 Webs 2x4 SP•#3 Lumber value set "l3B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSO � Chords Tens.Comp. Chords Tens. Comp. Wind Member design based on both MWFRS and C&C. �vw t ' B - S 2393 -1311 P - O S - R 2257 -1186 O - N 2983 -1621 2257 -1215 R - Q 2257 -1186 N - M 2257 -1215 �. ` Q - P 2984 -1611 M - K 2393 -1340 NO 2 Maximum Web Forces Per Ply • (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - S 406 - 330 P - H 337 -192 STATE OF S - D 490 -428 H - O D-Q 941 0-1 381 -524 941 101,00 -561 Q E 380 524 I M -561 491 -428 V. - - - * . � -- � 4. E - P 337 -191 M - J G - P 233 -309 406 - 330 58 8180 89 7F48 CO 99 2€ 85 F8 ear " !�os4nad mail i"ad by PRae MWalncs, �atda�xxiacam abavm vstna a 54fA i cA*ius. "WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installingliand bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, bV TPI anr7'SBCA) for safety practices pnor to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown far permanent if restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown, above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Gi p Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for hanng shippini, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance ofrofessions engineering responsibility solely for the design shown. The suitability anduseofthisa�awingfor anystructureise responsibility of the Building Designer per ANS11TPi 1 Sec.2. Job Number: 136DCS110 Ply: 2 SEQN: 635676 / T12 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A10 Wgt 235.2 Ibs / ... 09/29/17 1�� 2'10" 7' 11'5"1 15'8"7 17' � 23'11"9 + 28'2"15 + 328" � 39'8" i 7' 4'5"1 4'3"5 1'3 4'1"9 T'N 4'5"1 7' a3X4 s=3X4=4X6 1112X4 a3X4 =3X4 12 C_ D E F G H I — J T 6 p co =4X`12(83) B K=4 L12(B3) 1 M U T S R Q P O N M 1112X4=4X6m5X6 =3X4 =3X8 =3X4 a5X6=4X6 1112X4 1' 67"12 3'11"13 10"7 4'5"1 B" T1"12 11'1"9 1 3415 110 H 11' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP 93 Lumber value set "13B" uses design values approved 1/3D/2013 by ALSC Naitnote Nail Schedule:0.128"x3", min, nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4'S"1 3'4"15 J � 3'11"13 _ _ 6'7"12 J L1� 24'3"1 + 2T8" �10"7 32 6 4 r 39 2" 8uuC 28'8"7 39'8" Snow Criteria (Pg,Pf in PSF) Defi1CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.350 G 999 240 B 3139 11427- Lu: NA Cs: NA VERT(TL): 0.816 G 579 180 K 3140 11428- Snow Duration: NA HORZ(LL): 0.074 C - - Wind reactions based on MWFRS HORZ(TL): 0.174 C - - B Min Brg Width Req = 1.6 Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.591 Bearings B & K require a seat plate. Rep Factors Used: No Max Web CSI: 0.504 18.0 18.0 fi t7 v 1 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 13 -10 G - H 2103 -4696 B - C 1428 - 3155 H -1 1999 - 4469 C - D 1708 - 3815 I - J 1709 - 3816 D - E 1999 -4469 J - K 1429 -3156 E - F 2103 - 4696 K - L 13 -10 F - G 2103 - 4696 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2787 -1250 Q - P 4504 - 2022 U - T 2801 -1253 P - O 3B80 -1745 T - S 3879 -1744 O - N 38BO -1745 41S- R 3879 -1744 N- M 2802 -1254 ' ' R - Q 4504 -2022 M - K 2788 -1251 s Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ ' C-U 319 -68 Q-H 251 -106 STATEIA C-T 1323 -594 H-P 268 -414 T - D 430 -770 P - 1 782 -338 D-R 783 -339 I-N 430 -770 R - E 269 -415 N - J 1323 -594 g E- Q 251 -106 M- J 320 -69 d-�t; G - Q 192 -240 40 01 5A38 FF 55 8180 85 7F48 tit) 99 2€ 85 FB V& It'j" ivzat=jtiUtt%wind byMWAAMaWR" ?£€Y`.i..ift.�i71Sa`.fen iti�u..sh-awtrt affi¢esaga5N�2 zv�nenticazz�xsz�fe. acde nsz�3th :titxx ,2 aracczxas3d'rrxeii Sknzd=dM-66 dtip.:...A,�2;u ,fienta a9 scralemokbb veri#ac coo elac mok-. czias.. —WARNING•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI ancl'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 propperly Tceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, .C.TAppgy plates to each face of truss and position as shown above and on the Join Details, .unless noted otherwise. (Zefer to a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability PP11 Sec.2. Job Number: 136DCS110 Ply: 1 1 SEQN: 5394011 T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B1 Wgt: 134.4 Ibs .. / ... 09/29/17 PO 4 3 rn a2X4(� 2'8" +' 1'4" -1 (TYP) 12 6 D AE At 10'8" 21'4" 10'e" m4X4 H J G K F L M a N O Npm2X4(,Al) Q 4B AA Z Y Xm3X4 W v u T S R 21'4" 1 214" 1, 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA 6t: 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): -0.001 H 999 240 p. 81 137 / 39 /- / 11 1265 BCLL: 0.00 Enclosure: Closed Lu: NA , s: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - B Min Big Width Req = - Des Ld: 37.00 Mean Height: 15.00 ItHORZ(TL): 0.003 J - - Bearing B is a rigid surface. NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 TCDL: 5.0 psf BldgCodef FBC 2014 RES Max TC CSI: 0.108 Maximum To Chord Forces Per Pt Ibs Soffit: 2.00 BCDL: 5.0 psf r p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max' Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 -84 Value Set: 13B (Effective 6/1/2013) G-H 253 F - G 2-2N - O -21 O-P 81 -11313 Top chord 2x4 SP #1 H -1 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp. Plating Notes avolail,B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted. AD -AC 185 -110 V - U 189 106 AC -AB 188 -111 U - T 187 -106 Wind AB -AA 190 -112 T-S 185 -105 Member design based on both MWFRS and C&C. �e AA- Z 191 -112 S - R 183 -104 04718 Z-Y 192 -113 R-P 175 -103 Additional Notes Y - X 192 -107 See DWGS A16015ENCID1014 & GBLLETIN1014 for Niel ; gable wind bracing and other requirements. asMaximum Gable Forces Per Ply (Ibs) TAT OF Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 e D -AD 88 -65 V - K 153 -73 4 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 1 G -AA 153 -73 S - N 88 -65 FB H - Z 187 -83 R - O 174 -103 SENALA X-1 0 -162 40 015A Ff 5B 8180 8B 7F4E C0 99 2ES5 Fla T7ait ltcrtfaaz md anteitq mwxal wrtltas �(PL, iPt. tl49�5r2.(�lT,mc�a5:caltaaraakcxv�ng�5N�8 wailhaz- cepht. `"WARNING— READ AND FOLLOW ALL —IMPORTANT'" FURNISH THIS DRAWING TO ALL C Zabie. Apply plates to each tace. of truss and position as Is 16OA-Z for standard plate positions. a division of ITW Building Components Group Inc. shall nc any aicx�tzn a atasnkwed nod and Min! ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary ;hed structural sheathing. and bottom chord shall have a properly is shall have bracing installed per BCSI sections B3, B7 or 10, we and on the Join f Details, unless noted otherwise. kefer to isible for any deviation from this drawing any failure to build the and bracing of frusseS.A seal on this rawmg or cover page_ . t responsibility solely_for the design shown. The suitability Job Number: 136DCS110 Ply: 1 SEQN: 539402 / T15 / SPEC I 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B2 Wgt: 103.6 Ibs / ... 09/29/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7107 10'8" 13'5"9 21'4" 7'109"9 2'9"9 "7 2'7'10"7 D=4X6 1112X4 =3X4 =_3X8 I92X4 1 7'8"11 1'7"5 2'11"5 7'8"11 7'8"11 9'4" 1,4" 137"5 21'4" 10 '+ Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS. and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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 Deft/CSI Criteria PP Deflection in foe Udefi U# VERT(LL): 0.035 J 999 240 VERT(TL): 0.081 J 999 180 HORZ(LL): 0.016 G - - HORZ(TL): 0.036 G - Creep Factor. 1.5 Max TC CSI: 0.655 Max BC CSI: 0.436 Max Web CSI: 0.500 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 iD 3X4(A1) ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 869 1397 1529 / - / 229 18.0 F 805 1360 1463 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 1065 - 933 B - C 1138 -1276 E - F 1187 -1281 C - D 1038 - 932 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - J 1066 - 865 H - G 1068 - 859 J - 1 1062 - 864 G - F 1072 - 860 I- H 1062 -864 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ J - C 288 - 55 H - E 608 - 515 No 0471$2x C-H 600 -505 E-G 290 -80 D - H 790 - 905 40 01 5A 38 FF 58 81 BO BS 7F48 00 99 2E 85 FB 31,ft itm h,sa bom aIezt `jsa�ned ass9s¢alad'6y rAaruxl Martk��r, P£ (Ft. itt.CA7FH2! o� t!ia�a3c ihav�u abm�aar.�ag a 53rR•3 a4Ei11EArxCJ.tLdSR. metedar i�srsdttar dssc; ntara mat asxs dwad%4net:•md xalad and tis2:�Ei.A>3 au4ten�aS%aca�ema:t €�aazlf�tvr am7dectmrvk• ' a�iax. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e. A fop y plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability any see Job Number: 136DCS110 Ply: 1 SEQN: 539403 / T3 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1 Wgt: 78.4 lbs .. / ... 09/29/17 T 14' r 7, 7, f — 16" —}—(TYP) G=4X4 F H 12 6 p E I D J n 0 `9 C K 2X4(A1) B ri L=2X4(A1) 14-A M V U IT S Q P N 14' {F 1 T 14' 14 Loading Criteria (pst) Wind Criteria Snow Critgria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or.=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.001 F 999 240 B• S4 / 39 140 /- / 12 / 168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999,180 Wind reactions based on MWFRS Risk Category: II BCDL: 10.00 Snow Duraion: NA HORZ(LL): -0.002E - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C I HORZ(TL):-0.002 E Bearing B is a rigid surface. Mean Height: 15.00 ft Code J Misc Criteria CreepFactor. 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code:I 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: 20I07 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Factot5 Used: Yes Max Web CSI: 0.061 Spacing: 24.0 " C&C Dist a: 3.00 ItA - 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 - 1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 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 "138" uses design values B - V 145 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -60 U - T 158 -48 P - O 155 -51 Plating Notes T -S 161 -49 O - N 150 -53 MAPj All plates are 2X4 except as noted. ar m ae�J S - R 164 -49 N - L 144 -55 n based on both MWFRS and C&C. *w`�� Wind Maximum Gable Forces Per Ply (Ibs) Member desig n Gables Tens.Comp. Gables Tens. Comp. No 04710-a Additional Notes C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for D - U 115 -75 P - I 159 -72 gable wind bracing and other requirements. E - T 159 -72 O - J 115 75 F - S 205 - 83 N - K 122 - 56 40'015A 38 FF 50 8180 BB 7F 48 00 99 2E 85 FB %U 1tem a3 tit cloy j9pad snbwaladby iAmA Martinna, 2£VL. ttc.4471121 cn thedntcshuvaa aixx w,3ng a St i aL'nketit4i13}�C9 zLSJt cftl=dCwajthk do:LMWA mVnot uvAisiflfqaradmd m1ad a =6 the Sii.A ia�ent4ca23t�o em�tBaa. r3fa�ratamydectmntc wins_ —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricating, handlin shipping, installing,and bracing. _Refer to and follow the latest edition of BCSI (Building Col Safety Information, by TPI anc7'SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporary bracing er BCSI.. Unless noted o-therwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attacheTdwd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown 'above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the 6Building Designer per ANSUTPI 1 Sec.2. Job Number: 136DCSI10 Ply: 1 SEQN: 539404 / T14 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: C2 Wgt 50.4 lbs .. / ... 09/29/17 Loading Criteria (psf) TOLL: 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: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 14' 7' 7' C=5X6 IIIZR4 7' 7' 7' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL - / W Pf. NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 1371 ! - / 158 18.0 Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 / 234 1304 ! - /- 18.0 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.119 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 C - D 809 -738 B - C 777 -739 0471871 o STATE OF 40015A39FF5083.80BB7F4&00992EB5FB 7'rfi ltam:8>as sues,elocfa�ysi�,ad z0=a1adbyt ourru lmztinw. EE (fl. t4r.CdTFH2.j cm4�ia R-'sshu�vn atxmn ta.$ng a 5}iA-i Ta:tlitrt3caltua &69+s. �ekaeadcs ixs..a 'chs"s dflaarxrtzra mat cmd6mmi oqntd=dseand aaab Baca a..3 a�anCkSss+,da mwsrtxa mxt�f�.d.ana�aaRrmr�. csyiax.. Maximum Sot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - E 598 - 536 E - D 598 - 536 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aftached iiiid ceilmq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z 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 ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ listing this drawing indicates acceptance of pprotessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number: 136DI 10 Ply: 1 SEQN: 4EBTruss Label1828-C li "D a"L OL /DR Horton MEBB 1828-Cali "D" LL OL I Wgt 37.8 Ibs I FROM: 68A9043 / T29 / COMN I DRW:/ 09/29/17 I 5' 10, 5' 5' C=4X4 T 12 6 co o � � T l"' CV c'7 2X4(A1) B C=2X4(A1) M 43 A E F 1112X4 5' 1' 5' 1' 5' 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Gt: NA CAT: NA PP Deflection in foc Udell U# LOG R / U / Rw / Rh / RL / W B 438 / 224 1424 / - / 134 13.5 TCDL: 7.00 Speed: 160 mph Pf NA I Ce: NA VERT(LL): -0.011 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.013 F 999 180 D 438 1223 / 259 / - /- 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0,004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.006 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor. 1.5 D Min Br Width Re 1.5 9 q = 2.00 TCDL: 4.2 psf Bldg Code FBC 2014 RES g Max TC CSI: 0.282 Bearings B & D are a rigid surface.Soffit BCDL: 5.0 psf Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2607 Rep Factors Used: Yes Max BC CSI: 0.253 Max Web CSI: 0.090 Maximum Top Chord Forces Per Ply (lbs) Spacing: 24.0 C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 itFT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A - B 27 0 C - D 780 -492 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE B - C 814 -492 D - E 27 0 Lumber Value Set: 138 (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP 91 B - F 420 -595 F - D 420 - 595 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind C - F 302 -416 Member design based on both MWFRS and C&C. ��'t ,M ifs Left bottom chord exposed to wind. I Nd 7 erg, 40015 FF558fBID BB7F4800992E85FO ri�ilt Iterc3sarskte� clattp s'Egned asatad 61' {Axse�e7 iswrt�;.s, P^£(fL. itc�S748Zj asi tls: �.2eshmJrs aba<�ga 53fhi ?mtadcrptr=cif tix•:�^*h: nnuf taezil rmil 52�staa �s alad =d tibsant&aAS za9mni:5C km ver3f3mJ. vl am d4tUarsk ta'lat "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ricg]id ceiling Locations shown for permanent lateral restraint of Webs shall have bracmpp installed per BCSI sections B3, B7 or i' D, as applicable. Apply plates to each face_ of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc.,shall not be re ponsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installatjon and bracing oftrusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of protessronA engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS110 Ply: 1 SEQN: 689053 / T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW. Truss Label: D2 Wgt: 44.8 Ibs .. / ... 09/29/17 11 12 3' + 7' + 10, 3' 4' 3' 6 C = 5X6 III /-A't = 0^-t 1, 3'1"12 3'6"12 3'318 1, 3'1"12 6'8"8 110, 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: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Loading #1 hip supports 3-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. Snow Criteria (Pg,Pf in PSF) Defl/CSl 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): 0.010 G 999 240 B 499 / 237 / -- Lu: NA Cs: NA VERT(TL): 0.024 G 999 180 E 499 1237 / -- Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS HORZ(TL): 0.010 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 E Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.150 13.6 13.5 Rep Factors Used: No Max Web CSI: 0.040 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 -20 D - E 305 -689 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 304 -692 E - F 27 -20 C - D 246 - 607 No. 047182: E- 40 01.5A38 FF 55 81.80 BB 7F 4$ 00 99 2E &5 FB Tint ItemhZ been sleelz�p steel and=led by M.azael Marte=, -nIZWA47ir12( on ts'rarEa3¢shawn a6¢wm+ Ba53ilwi ;trPthmnY,ratexw�e, tested cegrd''rfd; daTrrtma a�vt cmm?dssad �` and :salad modtFit,rd0., her2`ca32tv�ec2emust9zaxmlif3rdanuVdectrank Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 690 -251 G - E 588 -252 H - G 600 - 248 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 102 0 G-D 105 0 C-G 8 0 "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, byy 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 progefly olid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e. Appiv plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to a division of Ivi i, or Torn acceptance any structure ilure to build the or cover page . The suitability Job Number: 136DCSI10 Ply_ 2 FROM: 539406 / T22 / HIP_ DRW: 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Labef: M3 Wgt: 11.2 Ibs I .. / ... 09/29/17 1 [^: 2X4(Aj1) - J. , 1 A -A 2, Loading Criteria (psf) Wind Criteria Snow Criteria (P9,0f in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Fig: NA Ct: NA CAT: NA PP Deflection in toe L/defi L/# Loc R / U / Rw / Rh / RL / W g 87 (69 ! 144 ! - / 64 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 5 129 1- / - 11.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.000 D - C 13 / 28 / 12 ! - / - 11.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 B Min B rg Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf Bldg Code: I FBC 2014 RES Max TC CSI: 0.094 D Min Big Width Re q - Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 20D7 Max BC CSI: 0.023 C Min Brg Width Req = Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors I Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: not in 9.00 ItFT/RT:20(0j/10(0) Mfg Specified Camber: Bearing B requires a seat plate. GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE Maximum Top Chord Forces Per Ply (Ibs) I C Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Special Loads ---(Lumber Dur_Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.00 to 56 plf at 0.00 TC- From 2 pif at 0.00 to 2 plf at 2.00 BC- From 0 plf at -1.00 to 4 pit at 0.00 BC- From 2 plf at 0.00 to 2 plf at 2.00 Wind Member design based on both MWFRS and C&C. hords-ris.Comp. Chords Tens. Comp. A-B 13 0 B-C 6 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 e..No 7_ s a a• T ae 4001 xiits horn CFL. Mom -WARNING" READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of any as FF51381BO8137F4900992E85FO i elez#mzrtca z nad'Wd acalad by F.U;Wal Martb= t M6a&te ahawm abaw U-1.0 a 51m.1 dwtav+crbarmriot axzl+ mdsT wdand.salad ON THIS DRAWING! TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporarryY :hed structural sheathing and bottom chord shall have a propefly is shall have bracingQ installed per BCSI sections B3, B7 or 810, nre and on the Join Details, unless noted otherwise. (tefer to isible for any deviation from this drawing,any failure to build the and bracing of t usses.A seal on this drawing or cover page responsibility solely for the design shown. The suitability uilding Designer per ANSUTPI 1 Sec.2. neitw.mm: TPI: wwv.toinstom: SBCAI' www.skindustmoam: ICC: www.iosafe. Job Number: 136DCS110 Ply: 1 SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 I Wgt: 23.8 Ibs .. / ... 09/29/17 C 12 6 M O l0 M ch 2X4(A1) B -_t_ A D 1 7, 7' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: 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 1/3012013 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# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D HORZ(TL): 0.031 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.496 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE 40 01 SA 38 FF 5B 811§0 BB 7F4E 00 99 2E 85 FB rhk Item 3ea i taapt alaztroatsa yse nati ar4=10dby tAaW4 martfna3, PE(FL. vans a Si{S 1 aftn6mS=r&*. E^rxtedc tfiin eiw_ lam not cuvzl =4 agamaz =ds hd and the ma's av-t(aanCltit :rr �c maabas rifw M=ydMtMrk iet., ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 1117 / 259 / - / 173 / 8.0 D 127 120 1101 /- /- /1.5 C 171 /133 191 I- 1- 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. Maximum Top Chord Forces Per Ply (Ibs) 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 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS dre extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) safety practices pnor 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 id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, e. A .piy plates to each face of truss 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 for h acceptance any structure its drawing,any failure to build the on this drawing or cover page Le design shown. The suitability Job Number: 10 Truss Label: EJ7ACLL1 OL /DR Horton /4EBB 1828-Cali "D" LL OL I City: 6 .0 Ibs I FROM: AH9409 / T23 / EJAC I DRW % 09l29/17 I 12 6 2X4(A1) C B 7- T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct- NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W A 270 / 79 / 188 / - / 151 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs. NA VERT(TL): NA C 128 / 21 1104 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 C - - 8 174 / 135 195 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.034 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 P A Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf P Bldg Code: FBC 2014 RES Max TC CSI: 0.505 C Min Br Width Re - 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 200 Max BC CSI: 0.373 B Min Big Width Req = - Bearing A is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors'Jsed: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 It FT/RT:20(0)M 0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE 1 1 VIEW Ver: 16.01.00F.0504.20 Lumber Value Set: 13B (Effective 6/1l2013) 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. 13 rib"d C. mad khes! caul. —WARNING- READ AND FOLLOW ALL "IMPORTANT•' FURNISH THIS DRAWING TO ALL C a division of any as 0 Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord.Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 5B 81 BO BB 7F48 00 99 2E 85 FB �t md'mulwaladbyrxasu.1Wrtinnsa thedawAwwaabasa saSNA•3. an dd=6d ON THIS DRAWINGI TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building o pe forming these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly ,s shall have bracing installed per BCSI sections B3, B7 or 10, ive and on the Join f Details, unless noted otherwise. (2efer to isible for any deviation from this drawing,any failure to build the and bracing of frusses.A seal on this drawing or cover page f responsibility solely_for the design shown. The suitability Job Number. 136DCSI10 Ply: 1 SEQN: 689047 / T32 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: EJ3L Wgt: 12.6 Ibs / ... 09/29/17 C 12 6 M O to r r 2X4(A1) B CV 4"3 --�-- A D 3' 1' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA . Ce: NA VERT(LL): NA B 193 / 93 / 202 / - / 86 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 133 /73 1- 1- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 50 / 35 / - / - / 1.5 EXP: C HORZ(T) L 0 003 D - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft B Min Br Width Re 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 9 q = TCDL: 4.2 psf D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.071 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber A- B 27 0 B- C 29 -105 Value Set: 13B (Effective 61112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP Al Lumber value set "138" uses design values B - D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. ` 4- 2MW . ia.V 401 VON 40015A FF58 B0BB7F46CO997185FB E;3sicRtm1=b*mAla 's srasiz4 sxalad try' is tmarttama, �£•(�..lic.��?kE2(asi C'i��`a�.tir"sr�rsat+u3ngssx,�3 azaihenC�at��arw.ifc. gated augs s:mishss dor nentwv notes 016-6 —d-clad anb tl��1�.��45+e:rtica4`u�r��eni;-se:PaauarH�drn acr;•a�,mctrmrsi: ' xr�ias.. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI pind'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins fled per BCSI sections B3, B7 or B1 D, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ _ listing this drawingg indicates acceptance of proiessiona engineering responsibility solely, for the design shown. The sui brlrty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www.tpinst.org SBCA: wwwsbcindu .com; IM www.jecsafe.or Job Number: 136DCS110 Ply: 1 SEQN: 539413 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 4 FROM: AH DRW. Truss Label: BJ5 Wgt: 16.81bs .. / ... 09/29/17 0 2M(A1) B 1 A 1 Loading Criteria (psf) Wind Criteria. Snow Criti TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA BCDL: 10.00 Risk Category: 11 Snow Dura EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Code / Mis Soffit: 2.00 BCDL: 5,0 psf Bldg Code: Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2( Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factor Loc. from endwall: not in 4.50 ft FT/RT:20(C GCpi: 0.18 Plate Typei Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bet chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1 /3012013 by ALSC Wind Member design based on both MWFRS and C&C. 4001 state lft a PE . W bias. "WARNING— READ AND FOLLOW ALL —IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of and ,ivi i,ortorn acceptance any structure as 5' 5' i (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw (Rh / RL / W Ce: NA VERT(LL): NA B 263 196 / 208 / - / 129 18.0 NA VERT(TL): NA D 90 (13 / 70 / - / - / 1.5 n: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 /- / - '/ 1.5 HORZ(TL): 0.010 D - - Wind reactions based on MWFRS :riteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 BC 2014 RES Max TC CSI: 0.309 D Min Brg Width Req = - Max BC CSI: 0.182 C Min Brg Width Req = - lsed: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. 0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 1 Maximum-Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 No. 0471182, 4S(10W2EMB ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS I bracing. Refer to and follow the latest edition of BCSI (Building o performing these functions. Installers shall provide temporary :hed structural sheathing and bottom chord shall have a properly is shall have bracing installed per BCSI sections B3, B7 or 10, ive and on the Join f Details, unless noted otherwise: hefer to isible for any deviation from this drawing,any failure to build the ind bracing oftrusses.A seal on this'drawmg or cover page d responsibility solely_for the design shown. The suitability Job Number: 136DCS110 Ply: 1 SEQN: 539412 / T17 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: 13J3 Wgt 12.6 lbs .. / ... 09/29/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit 2.00 Load Duration: 1.25 Spacing: 24.0 " 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: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code 1 Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE 3' 3' DeFlICSI Criteria PP Deflection in loc Udell L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Creep Factor. 1.5 Max TC CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: co O 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 193 176 / 162 /- / 86 / 8.0 D 51 /6 141 1- !- /1.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. VIEW Ver: 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 B-C 29 -105 aERiAL t 40 415AS8 FF 58 81 B0 BB 7F48 00 99 2E SS FB r7nit lterss Bask ackctress#.rani�s rned'wO salad by tdaaaA Mz t,", iE. (rl. tEr.�iIt92} rn, thessaac sh,5wra abarm+�#ng a SN�S smnti�ms�sm. P'tntmi CT&Tafthis aio`e A� mot csv d..d %k.i'd—d—Id =6tisa ias am "..cs ccxdeinsst hitvmAW rs mveluttmrAz . coplot. 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, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro 'elf aid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 87 or 810, le. Aorl olates to each face of truss and Dosition as shown above and on the Joint' Details. unless noted otherwise_ (2efer to a division of failure to build the g or cover pa e rn. The sui bility i Job Number. 4EBB 1828-Cali 6D LL1 OL /DR Horton /4EBB 1828-Cali "D" LL OL I Wgt 11.2 Ibs I FROM: AH 10 / T18 / JACK I DRW: 09/29/17 I Truss Label: BJ1 Id -F. 4"3 -L A / 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber 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 byALSC Wind Member design based on both MWFRS and C&C 1) B cr) o LO co D �— 1, 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in [cc Udefi U# Loc R / U / Rw / Rh / RL / W B 150 / 77 / 145 /- / 42 18.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 11 110 118 1- 1- 11.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - / 1.5 HORZ(TL): 0.000 D - - Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Miscl Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPi Sid: 2007 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CS 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0))I10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE I VIEW Ver: 16.01.0017.0504.20 1 Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 02 El and ttsz s=lai. "WARNING" READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C a division of any as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 56 81 BO BB 7F 48 00 9.2E $S'FB cir }s rod wd maladby uaaazcl Aaartuscs, thz&112-xhaw"alam ua.Sna a SKIAi, daxa =t ma at cttW&tod .and salad ,tkaai==1e m`ai 9d w t9ad-or mydatranY_ . INCLUDING THE INSTALLERS ]..Refer to and follow the latest edition of BCSI (Building Wing these functions. Installers shall provide temporary uctural sheathinq and bottom chord shall have a pro�erlly have bracing insTalled per BCSI sections B3, B7 or 10, on the Join f Details, unless noted otherwise. (tefer to ,r any deviation from this drawing,any failure to build the :ing of trusses.A seal on this drawing or cover pa e_ insy fo ibility solelr the design shown. The suitability Job Number: 136DCS110 Ply: 1 SEQN: 689045 / T20/ JACK I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: BJ1L Wgt: 11.2 Ibs .. / ... 09/29/17 4"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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 12 6 � C 2X4(A1) B 0 1' 1' Snow Criteria (Pg,Pf in PSF) DefI/CSI 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): 0.000 D - HORZ(TL): 0.000 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.014 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.01.01A.0723.13 No 047102 0. t 4001SA38 FF5B SIBUBB7F49 00 99 2E85 FB Thk ltflMb ztz m{e gzt ed xn3 acalad by Mar eaart AU, Pi{rL, ttc.C4Jftir(on tAa da�.shawn akxi� u^.9ag a sNA+Y a�sentii�riw3e.. rnatgd cgriaa$t1i, docarsa^rAt not co-W ad 0Vwd-; ti.mInd anbtfse. 8aai8cett3€a eamcc+r9erq e6casrlfzafca=yd=tmrA- CDyl4L. 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 /89 /157 /- /42 /3.5 D 11 /2 /10 1- /- 11.5 C -14 / 25 / 22 / - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 27 -19 Maximum Sot 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 I reqquire extreme care in fabricatinghandlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, bVV TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly u riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, cable. Appty plate. to each face. of truss and position as shown above and on the Jon f Details, unless noted otherv✓ise. {2efer to Is 160A-Z for standard plate positions . a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlinp� shlppinAp, installation and bracing of Vusses.A seal on this drawing or cover page. . this drawing, indicates acceptance of professional engineering responsibility solely_for the design shown. The suitability any stl ral totes i Job Number: 136DCS110 I Ply: 1 SEQN: 539416 / T21 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs / ... 09/29/17 12 4.24 2X4(A1) B ° A 1-5„ 6'1 6'1 Loading Criteria (pso Wind Criteria Snow Criteria TCLL: 20_00 Wind Std: ASCE 7-10 Pg: NA Ct: TCDL: 7.00 Speed: 160 mph Pf: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: BCDL: 10.00 Risk Category: II Snow Duratioi EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc t Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FI Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors L Loc. from endwall: not in 4.50 ft FT/RT:20(0)/1 GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 pif at -1.41 to 4 plf at 0.00 BC- From 2 pif at 0.00 to 2 pif at 9.84 TG- -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. 13 9'10"1 3'7" D 3X4 C v in ih G =5X6 F E 1112X4 3'2" 6" 9'39'34_9'1 (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) A CAT: NA PP Deflection in too L/defl L/# Loc R / U / Rw / Rh / RL / W Ce: NA. VERT(LL): 0.015 G 999 240 B 330 / 208 / - I- 1- 110.6 JA VERT(TL): 0.034 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 NA HORZ(LL): 0.004 F - - D 29 / 14 1- /- /- / 1.5 HORZ(TL): 0.010 F - - Wind reactions based on MWFRS 'iter!a Creep Factor. 1.5 B Min Brg Width Req = 1.5 C 2014 RES Max TC CSI: 0.241 E Min Big Width Req = - Max BC CSI: 0.326 D Min Brg Width Req = - ,ed: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. (0) Mfg Specified Camber: 40 013A 38 FF TF.1t Item h"btm alk, 2'£ (ri, ua, eaztszl en as�1i etit§sas xaa4a. and the ccs:ias.. "WARNING" READ AND FOLLOW ALL NOTES "IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRA a division of 11 PI 1; or for n acceptance any structure as VIEW Ver: 16.01---- 504.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. 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) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 -709 El 3 81.B0 BB 7F48 00 99 2E85 FB tk*ps rod aid WAfad by VWM! mwthsaa; cmthawa abon sr.Jns a SNA>2 net crssdawe8 s4wd anti scaled m�tEna�3f�k.iara�rtirstrmr� THIS DRAWING! 1RS INCLUDING THE INSTALLERS cing. Refer to and follow the latest edition of BCSI (Building rforming these functions. Installers shall provide temporary I structural sheathing and bottom chord shall have a progefly fall have bracing installed per BCSI sections B3, B7 or 810, and on the Join f Details, unless noted otherwise. kefer to e for any deviation from this drawing,any failure to build the bracing of trusses.A seal on this drawing or cover page ;sponsibility solely_for the design shown. The suitability web Job Number: 136DCS110 Ply: 1 SEQN: 689055 / T25/ HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ31- Wgt: 16.8 Ibs .. / ... 09/29/17 C -17 T LIB 2X4(A1) B N 3 A D Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 4'2"3 4'2" 3 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 84 / 45 / - / - / - 13.5 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 64 148 / - / - / - / 1.5 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - D 28 /- / 7 / - / - / 1.5 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 15.00 ft Creep Factor. 1.5 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.091 C Min Brg Width Req = - BCDL: 5.0 psf TPI Std: 2007 Max BC CSI: 0.052 D Min Brg Width Req = - MWFRS Parallel Dist: 0 to h/2 Bearing B is a rigid surface. C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. No. 0471�tt s� e TAT �* rft '• ' .�. �► SF. 40 01 SA38 FF 5B 81 B0 BB 7F48 CO 99 2E 95 FB Th4itamAvshea»akr3[Gn1cS J: nod and amaicd by uwr-AMartinez. PE (rL, Lk.G471921 on !fie daseahar n aLama tr.$ng a sHA»i suthanGcatkrec�a. nbtcd mess ortfds drrcrmtratara not =W dmd vfwd aril wain and thc�.:t*3 au?bcntlsa93atacodarnszt taeaad(sd rm amy dectror3c cmFtaL A-B 9 -6 B-C 21 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property �id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Am& plates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. kefer to a division of m 1; or for n acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 ❑r, 120 inch Wind Soeed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace w (U 2x4 'L' Brace v (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace w (2) 2x6 'L, Brace w Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B S P F #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8'h1' 9' 3' 9' 7- 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 8- 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12161 14' 0' 14' 0' U F Stud 3' 8- 5' 9' 6' 1' 7' 8' 7' It' 9' 1' 9' 6- 12, 0' 12' 6' 14' 0' 14' 0' 0) o H Standard 3' 8' 4' 11' 5' 3' 61 7' 7' V B' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' It, 1 7' 10, 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -� SP #2 3' 10, 6' 7' 6' 10' 7' 9' e' 11. 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' d OU F #3 3' 9' 5' 3' 5' 7- 6' 111 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' I1' 7' 5' 9' 2' 9' 7- 10, 11' il' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4- e' 11' 9' 8' 10' 4' 13, 1' 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' +> _ U S P F F # 3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1- 7' 6' 8' 9' 9' 1' 10' 5' 10, 10' 13191 14, 0' 14' 0' 14' 0' O H Standard 4' 2' 6' 1- 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7- 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9- e' 10, 9' 3 10' 7' Il' 0' 13, il' IV 0' 14' 0' 14' 0' BF L # 3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Stud 4' 4- 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5- 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L� U O H F- Stud 4' 7' e' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' B' 5' 8' e' 9' il' 10, 3' 11' 9' 12, 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' CU #3 4' 9' 7' 4' 7' 10' 9' B. 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' .--I D F L Stud 4' 9' 7' 4' 7' 10' 9' B' 10, 1' 11' 7' 12' 0' _ -L4_0- -14'-0'- -14'-0' _ l4' 0' Standard 4' 7- 6' 6- 6' 11- -8=8= -9'�'- -11' 6' 12' 0' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hen -Fir 41 / #2 Standard 1 02 1 Stud #3 1 Stud 1 1 #3 Standord Doucilas Fir -Larch Southern Pinexxv #3 #3 Stud Stud Standard Standnrd Group BI Hen -Fir #I 6 Btr #t ➢o ins Flr-Larch Southern Plnewww al al #2 #2 1x4 Braces shall be SRB (Stress -Rated Board). wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these grades, Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlook Alioutj� Attach 'I.' braces with 10d (0.128'x3.0' min) nails. X Far (1) 'L' brace, space nails at 2' o.c. able Truss In 18' end zones and 4' aC. between zones. , s- space nbetween Diagonal brace option- T �n IS' endzoneseand 61 oczones. vertical length may be I doubled when diagonal IS' X 'L' bracing must be a minimum of 80% of web brace Is used Connect L member length. diagonal brace for 600# 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. 91 X Vertical Length No Slice 2x6 DF-L #2 or Less than 4' 0' 2X3 better diagonal r •+ Greater than 4' 0', but 3X4 Vertical length shown I bracel single 8, less than 11' 6' Greater than 11' Al 4X4 In table above. 45' or double cut (as shown) at L 1 i Refer to common truss design for upper end. peak, splice, and heel plates. ontinuous Bearing Refer to the Designer for conditions tit Ili, ►N� �j Connect dlagona at mid pint of vertcal web. Refer to tt q of addressedbythis d chart above for , VARNUGew READ AND FMIDW ALL haTes-l:( THIS DRAWBMi wwIMPCRTANTM FlAitM THIS WAVING TD ALL. CCWRACMRS MMILIDD(G TW BSTALLFRS `�� NZ-�GEIUS• 2� ;, REF ASCE7-10-GAB16015 DATE 10/O1/14 Trusses r*Wlre extreme taro ,n fabricating, handUng,•shlpping, lnstaiting and bracing. Refiimta and follow the latest edition of BCSI (Buiding Component Safety Information, by TPI and SWA) fort. safety `S �, F i ,'(t praCtmcea prior to perfam,mg these functions. Installers halt provide tenparory ib do per CSL w Unless noted otherwise, top chord shalt have properly attached structural sheatHnp orW bott8n chard shall have properly attached rigid celBna. Locations sham for permanent lateral restraint of webs ,� DRWG A16015ENC101014 rrrlll h� d �� I m•--. IL.f� shall have brocing Installed per BCS[ sacdons 43, S7 or B10, ns apptkable. Apply pl te% to each face aF 4uss and pasltlon as shown above erd on the Joint Details, unless noted otherdso. - �f Refer to drawMgs 16OA-I for standard plate positions. N.pine, a division of ITV BuRdlng Comporwntc ��ov� Inc. shall not be responskle far any devMtion fron 4l P� AN iTWQOMPANY tHs draeha, amy failure to build the truss conformance wth ANSI/TPI 1, ar for haralina, shlpPlrrg, hmstaaation 6 ,racing of trusses. ra � ,� {g 4 \\ MAX, TGT, LD. 60 PSF A seal on this draeing or cover page UVft this drawing, Indiiii acceptance of prof e..onal drawkV ry�ry7f//j/ shom Wittye of this f � �tlI I akeM063g45 gCity, f... tk this e 'lkddkVral nos pe e5nre�a'R;Sr16Rl \```\\,\ e Earth �' ee a� wobsses. eitea ALPM1 ew..alaime,t..cam, TPI, www.toelst.orom SBCfa eww.sbcb,duetrv.aroi Ica v"J=&fv4m 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 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 nr, 1PA mnh Wlnd caved. 70' Mons Malnht. Par{lnlly Fnrinaad. FYnmsurp D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2.4 'L' Brace x (2) 2x4 'L' Brace wx (1) 2x6 'L' Brace x (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 p #1 / #2 3' 8' 6' 3' 6' 6' 7. 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' f F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' US Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill It, 13' 7' 14' 0' O Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' NI 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 1 8' 11' 9' 3' 11' 9' 12' 2' 13' It' 14' 0' -J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' B' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' iu D P L 03 3' 7' 4' IC' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, a, 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Stnndnrd 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' U_ r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, r 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' - S P r #3 4' 0' 6' 7' 7' S' 8' 4' 8' 8' 9' It' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U O IJ P f l stud Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' It' to, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P 02 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' It, 6' 4' 7' 11' a, 5' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14, 0' QJ D F L Stud 4' V 5' 11' 6' 4' 7' 1t' 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' l0' 2' Ill 0' 11' 9' 14' 0' 14' 0' 4 (- #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P f� #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' C' U iJ C Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, Ill It, 5' 14' 0' 14' 0' 14' 0' 14' 0' O I� 1 Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' a, 3' 9' 5' 9' 9' Ill 2' 11' 8' 14' 0' 14' 0' t4' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' L7 14' 0' 14' 0' �-+ Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' it, 11' 5' 12' 8' 13' 14' 0' 14' 0' U. ti able Truss Diagonal brace option, T vertical length may be doubled when diagonal 18 i# brace Is used. Connect L I diagonal brace for 6900 'L' -Ij- at each end. Hax web Brace total length Is 14'. )K)K i 2x6 DF-L #2 or better diagonal T _ t Vertical length shown K41(as bracei single 8, )1E In table above. or double cut L 1 shown) a', upper end. ntinuous Begring connect dlagona at 11111111111 midpoint of vertical web. Refer to chart above for lhnx gti0he ri(NNIr1, lend -VARIUNM- READ AND FOLL13V ALL RITES ON THIS DRAWING.•� wwD4MRTAHTww FURNISH TNTS DRAVWG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. , ` j` fr/ Trusses requlre ewtrene core In fabricatlnp, handling, shipping. installing and bracing. Refer to anal Folio[ the latest atlltion of SCSI (Bu{mng C-ponont Safety Informal n, by TPI and SBCA) for safety ENScr practkes prior to periornhg these functions. Ir,stailvrs shop provltle tanporary Mowing per H(SL batten `��tyv` Unless noted otherwise, top chord shall have property attached structural sheathing and chord shalt have properly rigid ceatng, Locations113,67o shorn for pvrobte. t lateral ebs Z No O a rg t" to h ated per B7 or Det s applksbno Apply plates to each face sections the Inctaaed per above shot( have and the Joint Details, YMe66 natatl otherwise. Of SrUto and position a6 shown andar and = tq Refer to drawings 160A-2 for atontlnrtl pinta positions, for d"&tion fro" ATE OF AN ITWODMPANY Alpine, a division of ITV BuRding Components Group Inc shall not by responsible any this drowing, any fall- to buRd the truss Inconformance with ANSVTPI 1, or for hardling, shipping, trusses. 1� .Q A% �y ''��j(t.. installation L brochg of A seal on this daw4,g or cover page Ustlg this drawing, hdcates occeptance of professional s � engehevrlg responsbRtty solely for the de-�ypf, shown Th[ sultobNty and use of this drawing iO' °^)' StrNeh+r'e O the re ty of the PAdbg Designer per ANSVTPI I Sec.& �y 1 a38g Lakefront Oave Earth City, MO fi3046 For more Information see this Job's general notes page and these web sites IVA ALPINE, wew.ntpinaltaxon) TPD www.tpinst.-R, SBCa wwe.stcirdustryarg, ICCr www)ccsafvarg fifA \ Bracing Group Species and Gradest Group A, S ruce-Plne-Fir Hem -Fir #1 / 02 Standard #2 Stud 43 Stud1 03 Istandard Dou las Flr-Larch Southern Plnewxx #3 03 stud Stud Standard Stnndnrd Group BI Hem-Flr ill & Btr al Dou law Flr-Larch Southern Pinewsw, #1 al #2 a2 Ix4 Braces shall be SRB (Stress -Rated Board). "For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detall Notes, Vlnd 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 vith 10d (0,128'x3.0' min) malls. )i� For <1) 'L' bracer space Wolfs at 2' mc In 18' end zones and 4' o.c. between zones. )K) For (2) 'L' braces, space nails at 3' ac. In 18' end zones and 6' o.c. between zones, 'L' bracing must be a minimum of 80% of web member length. Goble Vertical Plate Sizes Vertical Len tin I No Splice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, AX. TOT, LD. 60 PSF MAX. 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WI.5X3 Typ. 2x4 Chords x- Hip Frame Details 24 —� —_ TYp• i 2x4 Purlins Setback] B/Hip Frame _i Common T es Stepped Hip System Trusses #1 Hip Pitched and Sheathed Chord Area ----------------------- --- `- Hip Frame / B Bottom Chord \ o- Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with (2) 0.131'x3.5' nails W3X4, Min, Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3.5' nails @ 6' o.c, maximum spacing, 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 properly attached. Hip Frame ection B-B i �— ---•-{ �— Stepped Hip Setback System Trusses Use this detall ASCE 7-10, 180 forl mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber. ASCE 7-02, Residential, 140 Wind mph, TC 30' Mean Hgt, Partially DL=4.2 psf, Kzt=1.00 Enclosed, Cat II, Exp C, Structur anels must be properly attached directly To hino',g4P1 iY(4rlins. —VARHHQ— READ Arm FO LOV ALL rmrES IH THIS HRAVMIHP� GIN ti � REF HIP FRAME oD�=MT■. FtM=H TMS WMWM M ALL CQtTRACTQte mMOM THE VWALLM Trusses requVe extreme care In fabricatnp, handling, srdppho, hstaWnp and brechp Refer to and '`� v� sF` DATE 10/01/14 follor the latest omtlon of BCSI BuW—g Camponent Safety Worwticn. by TPI and SBW for safety N proetkes prkr to perfornhp these functions. installers shall provide senporary braUr�g per BCSI. _ lnless noted atMrrlse, tap chard shad have properly atwcnea structural sheathhg and batten Z-d _ *. = DRWG HIPFR1801014 r, shnll have a properly attnchad ri" cramp. Locotbns churn for pamanent lateral restrant of ..be. _ ��,� shall have and ch Vs installed s per BCSI and an the J or Det ia,ss unlessapplicableno Apply plates to oneh face d �11,�r��JJ��I Re trues and poaltbn as shown above and on the Joint Detals, unless rated atherrlse. .S, A iE OF U Refer to drar4�ps 16M-Z for standard plate positlam � Alphe, a division of ITV Hu6dnp ConponmSs Group Inc shall not be responsible for omy deviatbn fra+ Q AN rT W COMPANY ws draeimo, any fasure to build the truss In confo,nance rlth ANSLTPI 1, or for he g, shipping. lnstallatlen 6 bracing of trusses. A s a400n this drarinp or cover page ustng this drawing, Wk tes acceptance of Professional 3:181 yeDrive M0630d5 For any siruc�urer Unxoi ai�IlkY the 1I.0.dhp Do laner W Zormatlon see thls Job's general not.. page and these SS.eb steos� y7v �'1s IVAL ALPINE, rrralphalte.conl TPB rrr.tpnstorgl SBCA, —sbcndustryarpl 1C0 nrJccsofearp 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. *)I� Attach each valley to every supporting truss with) (2) 16d box (0,135' x 3.5') nails toe-naited for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 12 3X4 12 Mnx. 2X4 X4 Pitche �— 6-0-0 max —,-{ Bottor Valley 4X4 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 (0.126' x 3.01) nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mld-length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced withi 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, )Kxw'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'. Chord Valle Spacing i oe-nailed / 2X4 _1r-X -4- Square Cut Stubbed Valley ❑Ptional Hip Bottom Chord End Detail Joint Detail "VARHlN u READ MM FMIDW ALL HATES to TKgs RRAvgta -DfwANTws FURNISH TK LS RRAYM TT1 ALL CDNTRACMRS UCLU C THE WTALLUM �• t 1VId{hj��,, TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/Ol/2014 Trusses req dre awtrenr core In fobri-tlrv, hand-g, shipPing, h•taing and brodno. R.fer to mtl �� C DL 20 15 7 PSF fpr«ccikea 1pa�test "permfo of 'Sc K1e®�NKib i Gnt Sa ry sInfh.tt P�rovion,ide by I -dy� SBBd�ng for iler la BCSLy\G1`�1�' UN s rotrd othenb,e, to chord shoo Mve Prroperly attached street-1 he.therp and botto. clwrtl h, 13 DL 10 10 10 PSF DRWG VAL160101014 shall rave properly ott%, rrdIp W1 cH Locations sham far pern—,A lateral eb-dnt of webs shall havo bra hstolled per BCSI sectloris R31 H7 or S10, as Able. Awly Pintos to ...h face of try.. and �tia a. ahm above a W an the went Betas, as -ted ntMr.ls.. i 1 _ � B� LL 0 0 0 PSF AN (TWooMpAW RtF— to dra 16CA-2 far tard.rd plate posMlAnc Alpine, a envision of 1TV Buildi�nriga C.M—ts 1ac. shag not be-SP-SU. far nn_y deviotkm fr•an this dravhw fato bu0d the truss In with ANSVTPI 1, or for har.n.p, swwwv. _ � �_ .�TF OF TI3T. LD. 60 57PSF 55 Any c confer Cc Inwtngotk>rl b 6rcM,g of trussre, A seal m this drawhg or cover page Usthg this drawhg. kw4ntes acceptmn f of professWral engm.rk g ��uK far the deppn *own TMe . etaw ty a^d use of ws d °.hp �, ! �� l� d ( o� ! ��'.`rt ` - - UR.FAC.1.25/1.33 1.15 1.15 13389 LakelroN Odve Earth My, MO 63045 �.ol.ly For arty strt,cb t 1. _'" respm�YUty of tiw Hutmre O.slprar per A16I/TP[ i See2. For mre Infnrmtan see this job's general notes page and those web skew ALPIWD wrraloheits.conr TPL www.tcerst— SBCM www.sbchulastry.ora, ICO wnAcesafe.or0 f�� . : `t, �r I�' �' yi,. L ✓<(lA r n l ��A .v� SPACING 24,0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 nph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt-1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (nln), Kzt=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shalt provide diagonal bracing or any other suitable anchorage to permanently restrain .purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xa Refer to Enolneer's seated truss desion drawing for oloovback and base truss soeclficatlons. Detail A I Purlin Spacing = 24' o.c, or less 12 Up to 12 F7 Spacing = O.C. max 4' i—Top Chord Scab (Typical Each End) Flat top chord purllns required at both ends and at 24' max o.c. spacing in between. Detail B 1 Purlin Spacing p g > 24' oc , Piggyback cap truss slant nalled to all top chord purlln bracing with (2) 16d box nails (0.135'05') and secure top chord with 2x4 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V I I I I \\ 4' \\ I I \\ / I I Purlin Spacing) (/ 24' o.c. max Futt LTop Chord Scob (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purlln spacing > 24' o,c, Notei If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. lea%drill!%!%% TrsOVARIaNCAWAD D AM FDLLDV ALL WTES IH TM WAVBIO ee MMTA71FIfRIISiI T10s 1nlAvtec to ALL lalTRACT�s nla.tmwa T1� IrurALLEas P V b Trusses require extreme care h Fabric.tIng, handMg, sHpping• instalft and roclnp. Refer to and fallow the latest edlLon of SCSI (Building component safety tnformatlan, by TPI ands )far safety practices prior top fornhg these f—dons. I-Wlors shalt provide temporary bradng per BCS1. ,A lAatss rated otha..I.., top chord hall have properly attached structural s"ath4g antl bottom chord � N \� r7 u shall have a property attached Npid telling. Locatlam shom For permanent I.tern( restralnt of webs d LTD shalt have dr. installed per above sections the Joint or Det as-Lessbly. Apply plete. to oath Fncv = � lLrl�__J`� of It usshav grid cptonq [an alt Shaer R&I cti an the or 1110, as Wde66 te. A atheretes Refer to draw 4hgc 16DA-Z for standard plate positions. 1� Alpine, a dlNsbn of ITV BWt Conponentc Group Inc shall not be responshbte for nny devlati6n from :.'ti Arc AN RW CO MR4NY this drneing, any failure to bwtd the truss In conFormance ath AwSVTPI 1, or for hendUng. sNppft, W � Ord lnstatlaticn 6 brodng of tresses. AN A seal on this draeho or cover page Ilsttng this draeeg, badtcates acceptance of professtw-1 enyrhterehg nsporMW.ny solely For the design shotrrn. The sUtab4tty and use of this d-arhg aOAg W 13389 Lakefront Drive ipr any structure is Oho rrspam�eliy of the BuRdbg Desfpner per ANSI/TPI 1 SecZ 4y i Earth City, MO 63045 For more Informtlon set this job's general notes page and these web sites ALPINO e.eatpbiMtw.conl TPL eex.tPhstargi SEC& eee.sbchdustrYXv'g1 ICO ►eslcesAFtarg Piggyback cap truss slant nalled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3,5'). The top chord 03 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trutox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC 6 (4) Into base truss TC or <1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl,375' nails. Note- Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 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 nay 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) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 02, full chord depth scabs (each face), Attach @ 8' o.c, with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs nay be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face @ 8' o.c. Attach {eeth to Igg back at time of Fabrication, Attach to supporting truss with (4) 0,120'x1.375' nails per face per ply. Piggyback plates may be staggered 4' o,c. front to back faces. ACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 9NIObdS @3,� g;�tW •• r 'AEI '10 f�aa;oassfau oil a+o-Rnsww�ga•►u p�gS IO+oisydi'u► �y luaablawdla.0 3Nld-I w��• a (5 +' ..np qa► asayi Pw ,Bod saiou 1-46 s•W spp aas uglou+o;w a+ow .od SDOE9 OW'a1!p 4Ue3 } d -e aS I I&ASW +ad 4-5poa blp6oH M4 de .(}IIV.Mdr— ayi sl a.m} Ay .j aN1p IUOJIaXel 68SE1 �Hd '21(iQ .�a� r 1 l j Q , 0.111— awi do — Pue R4mg971� ayy ,.ws �saP xp +od ,paros At ggrgUods•+�, s+ddd do +wo}da»o OuMnf s*q w Iws tl g1��,,�,//p�p� •sa 4. de Bupe+q 1 uq}elleisw lyl� a Z_ •Owddiys 'Ouryouoy +ed +o •1 Idy/ISNtl Vila asuou+odw� w ssn+} ay} PII�q o} a+nyo; auo 'Oup'.,p sm ANYMOD 1IUI NY dSd Q7 10 't �yY%/�j�lV' _ .ro,d �gler,p Atw m; amawa►a+ aq ia, Ilogs 7u1 dro+7 sluauo-p ;.S - Z- de 1 ' 4dn swl3Rod a}o)d P+oPveis +ed 2-tl89I s0yao+p of +a!•M dsd 11 .�� iI. = aatwayyo palou ssapm slai•H 14 F7 W3 w Pw anogo —049 90 ugipoodd puo san I7 T aaad 4soa o1 s,ioid Rlddy 'elgno!lddn sa 'OiH +o Ge 'EH suopxs IS7H +ed Pa11Msw aupwq envy "I. i� sqa► do }wa+}sa+ lwaiol 3uaueu+ad +o; woys suo!}o�ol •Ougla� PION Pagpalio Aj-do+d o aney 11W0 a i7ioia tsino 3M21Q dSd _IQ I +ep ueiwq Puo ap/ieays Isa}�n+1s Papo}lo R}adoxf aney nwa Pw4� de}'aW+ayio Paiou seal � � �Sl � 1SJH +ad d�po+q A+omdual apino+d IIWs wallaisul •sw0.>w! asa41 OuN+od+ad o1 +q+d seAi� bT/T0/0T 31V(l dSd la 31 %.2�� `a �:1 wade +ed <vaes Pw Idy �q wli�+awl vases 1ym ayp>mHl Is�H +gima is,iol ayi •oned `� w i +adaa •04ao+q Pw a,meisw •ewddnla OuI1Pw4 '�tiea+god w a+n aw.gza Mr�ba+ s,ssn+y }sgnS b1� d38 dSd 11 �l ��,, ��/ ��``•sa3Tnisra MWAYM SMI NNO S31M TM ^� m aVM mew yNvylnaa., dulaZI cID:)S •4}6ual uagwawJp aM-3o-;108-wnwl lulu W Ll u-sl-AagwaU 6up.Ao4UIaN o•o ,9 ;o sllou (ulw',0'Ex.821'0) POT L41M NoD44d -- - - •aoo3 .dad goos (p unN} avow ON •qaM 3o aoD,4 ap1M o} (s)goos ,(iddy 14_uawa::)Jo juiaN c{IoDS 'dula2h-1 'dulad-1 •Na.6ual aagwow clam jo %08 wnwlulw o sl uagwaw 6upuo.4ulab •o•o ,9 ;o sllou (ulw',0'Ex,821'0) POT N:�IM yon4-}y 'aoo-4 Mouuou qaM 3o apls uay}la o} Alddy dula2l-� .10 I�uawaa.Ao�uIaa-� dulaN-1 -40 4.u4Dwao.A0,4uiad-1 u014.nq-14-scins JagwaW 'qaM 3o aDDj yooa o} goos (T) Alddy 'qaM jo aoo3 apiM uo goos ua}ua6 OK> •u6lsap papas s,uaaul6u3 uo aslMuagq o pal,4pads ssalun uagwaw clam uoq:l 4a;3,aq uo apou6 pun sapads awns aq oa. ;uawaouo_4ulai goos ao }uawaouo_4ulau--1 '}uawao,ao,4ula A_ j (K)9x2-2 9x2- — — sl`aou 2 8x2 _-8x2-T_ 9x2 Mo.a T 8x2 . MiIX2-2 9x2 SMO.a 2 9x2 9xa-T bxa Mou T 9x2 bx2-2 9x2 sMoi 2 bx2 uo Ex2 bxa-T bx2 Moi l bx2 uo ex2 3ulaZl WODS dulad -,l uo -1 }ulo.l}sab azlS 4.uawaoa aojula8 anl4.Du as: l)V Z{-13 pal,41:DadS aagwaw qaM 'ads(} }uawaD ao jula a aa.ol.ado,4ddo 141.1m u6lsap un i-au 4.uawaDuojula A and;ou daa.lo wnwlulw uoj 'anl}nn.aasuoo aq Aow Molaq }.ivq:) ul pal31oads I_uawao,4o,4ula.4 anl}.nu.aa}ly •a.uawaouo,4ujau goos uo :.uawaoauo,4ulau--j .ao }uawao,4ojula.4_1 0} su6lsap papas Ald al6uls uo uMogs 8-13 pal,4pads aNp- 6ul6uol,lo uo3 algoollddo Aluo sl lin}ap s141 1sa4-ON •pa.alsap sl poyq aw 3.uawaouo,4ula a clam anlT.ouua:�ln uo }nq u6lsap ssn a} o uo pa13pads sl (N,13) }ulna}sae lo.aa}o-i snonul}uo3 o uayM pasn aq o} sl llo}ap sIN1 5ui�,�o�uia� a-]3 Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design Is valid andy 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 species as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered, Nail using 10d box or gun nails <0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L L 4' O.C. Typical ~ + 0 + 0 + 0 + 0 0 + 0 + 0 + 0 + -i 2' F— Stagger + = Back Face 10d Box (0,128' x 3', min) Nailsi 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered 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 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 1 4445# Web or Chord 2x6 5165# 5280# 6095# 1 6660# S L NNnum D L Distance Nnlnun L Distance H L z4 9"� L L Nail Spacing Detail rl >� 'L —WARHDJGP- READ AND FOLLOW ALL NaM ON THIS DRAVDxd �� \ r~ y, REF MEMBER REPAIR N-DIPORTANT— RADISH TMS DRAVING TO ALL C@1TRACTURS DICLUDDIG THE DISTALLERS. Q. �iEN Trusses = extreme wee In fabricating, handling, shlpp6g, Installing and bracing. Refer to and a fogo. the Inters edition of BCSI Guiding Component Safety Information, by TPI and SECA) for safety�i + DATE 10/01/14 practives prior to perfo-InG these functions. Installers shag provide trrporory brotlng per BCSL NO. lh)les5 noted otherwise, top chord shall have property attached structurnl shentWng and bottom chor e DRWG REPCHRD1014 chat! /dive properly attached NOkJ celhtg, Locations shown for permanent lnterol restraint of webs Q fl f'�1� Cnall hava and rsi ton nsad per above sand an the J or Bfe, ks opplkabno Apply plates to each face I{I Il�IH13r�J�l of tress and ppaaS%mm a5 Shaer abo.a and an the Joint newLS, un<ess mated nswr.l5a. TE OF Refer to dra.4,Gs 16OA-Z for standard plate posltlons. Alpine, a dvislon of ITV Building Components Group Inc shall not be resp-L-4ble for an devlatbn fromSA�t AN fTW COMPANY this d-a.ing, any FaRwe to b�Ild the truss In conformance with ANSVTPI 1, or for handling, shIpping, Installation L brac:hV of trusws. �� A se.1 on this d..lrg or cover page uatbg thew dra.lmg Indicates anawpt!r_ of P,.fessanat eng4lrerMg respnnsRHlty sIXNY for the design seam Th. i tobslty and use of ttda drawing 13319 Leka$onl Drve for any S'tn)Ct))/'e Ls the respontMty of the Md1mg De9pner per ANSVTPI 1 See2 (� S ,� Earth LMoii.., for more Infar.atwn sea this ,pb,. general notes page nrd these web sites ¢ �ff4f��h(At.t�" ip `+ SPACING 24,0' MAX ALPINE,—Alpalalt..cami TPI. r...tpmst.orgl SBCA1 w...sbcindustryargl IM .s.JccsofacrgIt STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TDTRIM ILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' O.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), APPLY REQUIRED BRACING (SEE BELOW), - ❑PTIONAL PLANT SHELF MAY BE USED _UP TO -TO -MAX FALSE FRAMES MAY BE_SIMIL-ARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES_(❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O,C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS mnTp,n ON THIS SHEET T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. I LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTES 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 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 B❑TH_FACES-OF—EAC_ JOIN T IF NEEDED, A 2x4 FALSE FRAME BOTOM-CHORD-MAY BE SPLICED WITH AN ALPINE WAVE 3x_4._MIN PL-ATE AT ANY CONVENIENT LOCATION, OR AN ALPINE --WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE RED, - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2.5') 2 3' O,C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). _w(RTANTe RR DRAVING ALL fa11AACTiRS A2fl1IDIN6 T1E INSTALLERS. �, +� ALL W= ON THIS DRAVDG `\ T REF BCFILLER Trusses require extrme car. ab fabrlcntbg, hand9ng, shipping, Instal�na and bracyl Refer to and `1 ��, follow the atest edition oP BCSI (B1af Q Conponent Safety Infornatlan, by TPt orW S�BCN for safety Q� NGENS � DATE 10/01/14 pprraoctices prl r to Performing these functlons. Installers shoo provide temp bratlng per BCSL V "� UNosc naiad otherwlso, top chord sMIt have property attached structraaI she°r. Nap and bottom N DRWG REPBCFIL10i4 shn8 hove n property attadxd rlpW cetlnB• Locotbns ahom For per —eft lateral restraint of webs _ / of Five hrndrp ion — d per 8b.[ sections the j nt BID, as nppll5a no Apply plates to each foie IILII� of truss and ppodtlen ne sham above and an tho joint BID, aa.s unless noted otYwat e Refer to draw6+gs 16CA-Z for standard plate posltiom Alpine, a dvlsan of ITV Bu0.dlnp Components fcoup Inc shall not be responsible for any deviation fr Cv` A I E ()F AN IIW COMPANY tins d wwNg any Falurw to bdtd the truss In con omonce eith ANSI/TPI I, or for hs dil g, sKpptrg, installation L bracing of trusses. �1 A seal on *Ns drowhV or cover page OsKg tHs drawino, Indmtes acceptance of professional re solNy for the dwsl0.b sham Tie sultabitty arba nae of ww dra-kV O R 1 w 13389 Lakefront Dma far an nsls tM rorpabsblltY of the Buld4bg Baslgner per ARS11;;1 l See2. Earth City, M063045 For more Information see this Job's geneI notes page and these web sites, ALPIW, weealWneltw.coN TPL .tp wwwlnst.orol = i 5bcbidustrv.o w IM w Jccsofeora •MF,. atty 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 tines the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', Min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00, N❑TEi #2 is the minimum Lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections. ..VARMNG-. RIZAD AND FDLLOW ALL MTM DN TM DRAVDm �`'� J�tr � "Ir/i TOTAL TOP CHORD REF 2X4 SCAB O.H. ..DFMTANTwe FURIM TIM DRAVM TO ALL CONTRACTORS INCLUDW DE INSTALLERS Trussws require extreme core in fabricating, hnndUp, shWing, Installing and bracing. Refer to and GEIVS F '-, LOAD NOT TO DATE 10/01/14 folio. the Infect "" of "' ®u4dtr.g Component Safety InfwnntMm, by TPL and S— for safety gQ' �� EXCEED 40 PSF proctces px•br to perfo-Mg those funetbnc tnstallere shag prohddo tenporary brntlnp per DCSL Nrg Ur4ecs noted otivrwkw, tap chord .hall have poperly attoch.d structurai aheotNnO and bottom d,o. _ No (DEAD PLUS LIVE) DRWG OHSCB2X41014 �� shall have a properly webs attached NOM1 cectio L113, B7 o sham Car permanent lateApply pl restraint h ace of have nclZri Installed per BCS! eactbon D3, H7 or DIO, as applicable. Apply plates to each face Q of truce and poGWn as sham above and On the Joint Deta4c, nl is noted othuPrlse. Refer to drowings tboA-2 for etnnd4rd prate pasltbns, $ ATE OF Alpine, n .9vWon of tTV li ldno Conponents Gro R Inc shall not be responsible for any d"4tion Fran ` AN fTWCOMWINY tNs draw p, a ty FaRure to build the truss n canf'o_. with ANSVTft 1, ar for hanawg srovva 0, % A hatallatbn L brocing of trusses. A seal an thls dm.hg or cover page listing W. drawing, b-acates aaeptan— of P—fessloral � �® �4 gn,&,*erbq respermbalty sa1Ny for the aeslgrh shown The sultabllty and ,.se of this draehg %s ASi°° DUR, FAC, 1.15/1.25 far_ irsahy ucar e b lino responsMltY of Va 133891-akeiron Drive Moktg Designer per ANSI/M f SecZ (� (�L �f \\ EridhCty. MO 63045 For mores inFormation sae t s job's 9 enrol rates page resew web siteri PPf¢,pf/ NAWL. t\\`\\ SPACING 24' ALPONEi wwe,a eltw.coni Tfi, wrw. hst.or i SWAi wrr sbclntlustr erg r