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HomeMy WebLinkAboutTRUSS PAPERWORK - RANEY COMPONENTSi- RANEY COMPONENTS 9e' 19900 Independence Blvd. Groveland, FI 34736 aNPO' e'"tS, LLc one: (352)429-9429 . (352)429-0304 . Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00049 Printed: Mon, Sep 10 2018 lvU rnivrinduvn: Address: EDR Name and License Num®11-AN N ED :tamer Name: Creekside Lot 49 t Horton 8740 Cobblestone Dr BY [on. :crip(ion:city, State, ZIP: C} Lucie County BB "D" LL OL Fort Pierce, FL oadin lnformafion g Roo/Loads: Floor Loads: TC Live., TC Dead: BC L/ve: 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 Typo: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 29 Total 29 # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEGNO 1 Al 2 AtA 3 A3 4 A2 •5 A4 6 A5GE 7 A6 8 A8 9 A10 10 Al2 11 A14G 12 B1GE 13 131 14 01GE 15 C1 16 D1 17 D2G 18 V8 19 V4 20 M3 21 ER 22 ERA 23 EJ3A 24 13J5 25 13J3 26 Bit 27 BJ1A 28 CJ7 29 FJ3A 40 01 6S OF 186E 1E 1089 9A 911F BD 89 SS F7 `1h1s•drawing has been :tiedronitaaq.sigoed and sealed^bp Manuel Alaniner`,-P.E.(FL lic. 9471k) on the date,sbovin above -using a SHA`.lauthenticationcode. pointed copies„ot,this,:dowmeht:aie not.comidere0' signed *w sealed ami-the SHA-i'authentitatioa code must be verified on'any, ele4toiecopies. Page 1 of 1 fDigitally signed by Manuel Martinez I ON: c=US, o=M AND E ASSOCIATES P A., ou=M AND E ASSOCIATES P.A., :.Na718)�In=M..u, l Martinez, 0,9;23.4219200300.100.1.1=AO1096 9 00061304798E2190000AS17 Date: 2018.09.10 08:22:16-04'00' td RECEIVED OCT 2 9 7018 Permitting Department St. Lucie Countv ki Job Number: 36CS00049 I Ply. 1 SEQN: 668752 / T10 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 16 FROM: AH DRW: Truss Label: Al I Wgt: 224.0 Ibs .. / _.. 09/10/2018 6'4°8 T10 14'4"7 19'10° 25'3'9 31'97 33'3" 39'8° 6'4"8 1'6" 6'5°14 5'5"9 5'5"9 6'S"14 1'6° 6'4°8 1112X4 �4X6 ai3X4 m3X8 =3X4 4X6 19:50 SEAT PLATE REQ. 6'2"12 + 12'4 SEAT PLATE REQ. 39'8" +14'017�� 2 2118°° 33'S"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 1961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 1961 / - t - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.140 L - - (T )� B Min B Width Re 2.0 � q NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. BCDL: 5.0 psf p Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 Lumber B - C 1492 -3056 G - H 1.255 -2428 C - D 1228 -2466 H - 1 1228 -2467 Top chord 2x4 SP 91 D - E 1255 -2427 I - J 1493 - 3057 Bot chord 2x4 SP #1 E - F 1114 -1906 J - K 27 0 Webs 2x4 SP #3 Bracing Maximum Bot Chord Forces Per Piy, (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp_ member. Or 1x4 7" reinforcement. 80% length of B - R 2673 -1193 O - N 2105 -826 web member. Same species & SRB grade or better, R - Q 2670 -1193 N - M 2671 -1195 attached with 8d Box or Gun (0.113W.5",min.)nails @ 6" oc. Q - P 2670 -1193 M - L 2671 -1195 llbg6 f� P - O 2104 - 861 L - J 2674 -1194 Loading Truss for 20 additional bottom'a4"'�rjy+, ��x11Yt i Maximum Web Forces Per Ply (Ibs) passed check psf chord live load in areas with 42"-high x 24"-wider' *y�1+''.�,� " Webs Tens.Comp. Webs Tens. Comp. clearance. = ` R - C 276 - 5 O - G 494 777 Wind, C-P 418 -596 G-N 464 -164 Member design based on both MWFRS and C&C. ;„, � P - E 464 -164 N - I 418 -597 STAT OF E - O 494 -776 I - L 276 -6 F-O 1385 -751 40 0165OF is 6E SE 10 89 9A JS IF.OD 89 SS F7 4his' drawing has-been :elearonicany si�ed,and sealed,by Manuel Widow, P.Ed(FLAIG W182)-onihe date `shown above:usioga §kA-LaotAerdiratio' n code. Primed i¢pies„or Nis Ao[oihem ase nok[o¢sidered sPned " 'and sealed and the St1A-i'aurhemtcatinh.. t¢de must De veiNied ou`anp elens¢bkcopies. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regqu!re extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Co.ponen[ Safety Information, byV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propprly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 83, B7 or B10, , as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. {defer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. N . J Job Numbe1r: Truss Label Cali -DOLL OL /DR Horton /4EBB 1828-Cali "D" LL OL IAlA Qty:Wgt '260.4 Ibs I FROM: AH 754 ! T13 ! COMNI DRW; 0911012018 I T 1 -h I Loading TOLL: TCDL: BCLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dur, Spacing: I I i_ %itert, 0.00 7.00 ).00 10.00 7.00 6'4"8 T10" 14'4"7 19'10" 22'6"4 26W 31'10" 33''8" 3"7 39 6'48 1'S 6'6"7 5'5"9 2'6"4 4'1"12 5'2" 1'5 SEAT PLATE REQ. 1U2X4 =4X6 =3X4 =&8 m2X4 ®2X4 =4X10 39'8" SEAT PLATE REQ. 6'2"12 5'9"4 2'0"1 5'9"1 2'10 4' 6515 6'2"12 12' 14'0"1 19'10" 2; 26'8" 33'115 (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCS1 Criteria ♦ Maximum Reactions (Ibs) Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 1561 / 708 / 960 / - / 445 18.0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 1708 / 959 / - /- / 8.0 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.240 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Mean Height: 15.00 it Creep Factor. 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. BCDL: 5.0 psf Bearings B & K require a seat plate. : 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std. 2014 Max BC CSI. 0.599 C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.980 Loc. from endwall: not in 4.50 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, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 I Bracing (a) Continuous lateral restraint equally spaced on member. OF 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.)nafls @ 6" oc. Wind i Member design based on both MWFRS and C&C I 4001 rsS OF 18 6E 1E W899A911F BD 89 SS F7 'This drawing has heen signed and and seakil ky 'Mond 14artinez`; P.E. (rL-tit: ir77182) on the date shown above using a'SHAA atitheaticationtode.. Pritded'copies,:otlhis dawmein ate oot:c6ii4eied'.silned ' gad sealed andthe SHA-1 atitheMitBtiun code..must hf verdted an arty eleRionic coPie; B - C 1489 - 2859 H -1 1743 - 3381 C - D 1225 - 2257 I - J 1721 - 3418 D - E 1253 - 2220 J - K 1477 - 2841 E-F 1112 -1740 K-L 27 0 F - G 1509 - 2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2497 -1193 R - Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T - S 2494 -1190 O - M 36 -15 S - R 1920 - 8W M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U- C 276 - 5 P- G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 807 - 357 E - R 494 - 720 N - O 114 - 4 F-R 43 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponenflSafety Information, by TPI anc7'SBCA) satiPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingqComponents Group Inc. shall not be responsibfe for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infomI ation see this ioh's general notes nave and these web sites[ ALPINE' www_ainineilw.mm: TPI[ www.toinst.om: SBCP: www.sbcindustrv.com: IM www.iccsafe.om C 2- Job Number: 36CS00049 Ply: 1 SEQN: 6687561 T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: A3 Wgt: 224.0 Ibs / ... 09/10/2018 6'4"9 T10" 14'4"8 19'10" 25'3"8 31'10" 33'3°7 39'8" 6'4"9 1'5" 6'6"8 5'S°8 5'S°8 6'6"8 1'5" 6'4"9 F=SX6 06(4 =3X6 r =3X6 =3X6 0:5(4 SEAT PLATE REQ. SEAT PLATE REQ. 13'4" &8" 20'8" 3 2'1" 5'9" 5'9° 2'1" 5'9°3 6'2°13 1' 6'2°13 12' 141" 19'10° 251" 271- 33'5"3 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 too Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.044 L 999 240 B 438 1165 / 272 / - / 445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S* 336 / 154 / 192 / - ! - 168.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 F - - J 872 / 384 1645 / - /- / 8.0 Des Ld: 37.00 EXP: CHORZ(TL): 0.027 F - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 S Min Big Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.480 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes P Max Web CSI: 0.539 Bearings B & J require a seat plate! Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Chords Tens.Comp. Chords I Tens. Comp. Lumber A- B 27 0 F- G 297 -205 Top chord 2x4 SP #1 B - C 170 -463 G - H 450 -708 Bot chord 2x4 SP #1 C - D -15H - I -5 Webs 2x4 SP #3 D-E 566 -150 1-1 707 -1385 Bracing E- F 289 -165 J- K 27 0 (a) Continuous lateral restraint equally spaced on member. Or lx4 "T" reinforcement: 80% length of Maximum Bot Chord Forces Per Ply (Ibs) web member. Same species & SRB grade or better, Chords Tens.Comp. Chords Tens. Comp. attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. g - R 515 -399 O - N 564 -98 ttitil4ffikf R - Q 510 -399 N - M 1182 -489 Plating Notes 'V 1<.�,,� � ���� Q P 510 -399 M - L 1182 P O 788 L J 1186 -489 -489 All plates are 3X4 except as noted. +�' .»...sve,yg� ** ', .. , - -761 - Wind"* fl. {edit * Maximum Web Forces Per Ply (Ids) Member design based on both MWFRS and C&C. ; Webs Tens.Comp. Webs Tens. Comp. '� R-C 310 -16 O-G 510 -751 p SYAT OF C- P 465 -7W G- N 492 -182 *E 'A. ,404Ek P - E 674 -1218 N - 1 442 E O 719 i L 290 - 654 -4 - -297 - F-O 56 -182 . SERIAL# 40 0165OF 196E 1E 10899A91IF 81) 89 SS F7 <,Uls•diawing has been, electrgniratlyiipned and sealed by Manuel Martinez,' P.E. I Lail. 07102j "o6 the dates64n .aboveusing a.SNp°1autMrtication..cafe., Primed copies; o#'thts 'dawmerrt are"not [onsidwed. signed -land seamed aad,tbe SHrrl.amheiticatiub code-must'be' ^oetilled gg my elealonic coPim **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, bV TPI and'SBCA) fog safety practices prior to pertorming these functions. Installers shall provide temporarrvy bracing er BCSI. Untess noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attache ceiling Locations shown for permanent lateral restraint of webs shall have hracing installed per BCSI sections 63, B7 or 610, j as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Zefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI TI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawingg indicates acceptance of professiona 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 ANSUTPI 1 Sec.2. Job Number: 36CS00049 Ply: 1 SEQN: 668750 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton AEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 245.0 Ibs .. / ... 09/1012016 6'4"9 7'10"S 12'4°9 19' 20'8° 27'3"8 31'10' i 39'8" I' 6'4°9 +1.6"i 4'6" + 6'7"7 +1'as7"a 7 4'6"a T T1o" SEAT PLATE REQ. m5X8"5X6 F G 1112)(4 =3X4 � X6 =3X4=3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. 39'8" i 1'6'g 5'1"12 , 1'11'i 4'4"4 i TS 6'2°13 + 12'1'1 14' 19' T20 4 25'B' r 277"r 31'11'4 39'8' Loading Criteria (psq Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 1 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. a division of Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.153 P 999 240 B 1560 1710 1964 / - / 428 18.0 Lu: NA Cs: NA VERT(TL): 0.419 P 999 180 J 1557 1710 1964 ! - /- / 8.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS HORZ(TL): 0.125 L - - B Min Brg Width Req = 1.8 Code ! Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.634 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.536 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.637 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. PlateType(s):' WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1102 -1553 B - C 1500 - 2821 G - H 1143 -1811 C - D 1333 -2383 H - 1 1367 -2357 D - E 1352 - 2344 1- J 1463 - Z748 E-F 1149 -1818 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2456 -1192 O - N 2042 -943 S - R 2454 -1193 N - M 2042 - 943 R - Q 2057 - 921 M - L 2373 -1152 Q - P 2057 - 921 L - J 2376 -1153 P - O 1546 - 589 Maximum Web Forces Per Ply (Ibs) o 47102 Webs Tens.Comp. Webs Tens. Comp. S-C 216 -6 O-G 522 -361 C - R 308 -439 O - H 460 -671 *• STATE OFfq„ RE 427 -153 H-M 434 -197 E - P 474 - 697 M - I 301 431 F-P 531 -310 I-L 236 -18 F-O 330 -302 40 0165 OF 1a 6E 1E W 89 9A 911E aD 89 SS F7 :71iiis° drawing has been .elertrani@py signed and seated by Manuel Martinez/ P.E {rL tic.. 947182i on the date shown above. using Sk44autheoficalian mdL Pd tted;copies;;of ;this; bowmem are not.coasideredsigned And sealed ami(tbe SHi1-1 authentication. code must, be veririeii oo anv electronic copies. `*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricatin , handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, by TPI an� SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary s noted o herwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propper y 'cations shown for permanent lateral restraint of webs shall have bracing insTalled per SCSI sections 63, 67 or B10, ate. to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ndard plate positions. iri 7,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability L e Job Number: 4EBB 1828-Cali CD "LL OL /DR Horton MESS 1828-Cali "D" LL OL I � ,252.0 Ibs I FROM: AH 748 / T8 /HIPS I DRW % 09/10l2018 I Truss Label: A4 i_ 6673"8 31'979 27S1313'6�44"90 4 4249 =6X6 I112X4 =5X6 =3X4 =3X4 =3X4 =5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2°13 5'9"3 } 210" } 2'10" + 5' 5'9"3 6'2"13 T� 6'2"13 12 17' 19'10" 22'B" 27'8' 33'S"3 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt. NA Ce: NA VERT(LL): 0.153 Q 999 240 B 1561 / 712 1966 / - 1387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 Q 999 180 K 1561 / 712 1966 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.O0 EXP: C HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max CSI0463, ax : . Bearings B & K require a seat plate. , Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.689 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 D G - H 1268 -1952 Lumber B - C 1550 -2829 H - I '1397 -2335 C - D 1378 -2374 I - J :1378 -2374 Top chord 2x4 SP #1 D - E 1397 -2335 J - K 11550 -2829 Bot chord 2x4 SP #1 E - F 1268 -1952 K - L 27 0 Webs 2x4 SP #3 F - G 1192 -1700 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2465 -1238 P - O 1690 - 751 S - R 2463 -1239 O - N 2043 -1000 #� R - Q 2043 - 970 N - M 2463 -1267 tititt• oj Q - P 1690 -725 M - K 2465 -1267 «.. Maximum Web Forces Per Ply (Ibs) Y+ No 047t8 `� Webs Tens.Comp. Webs Tens. Comp. Vim' u " S-C 229 -6 P-G 238 -200 C - R 323 - 465 G - O 536 -324 TAT6 OF R-E 391 -161 O-H 412 -584 0,0%'R3* �r 50 E - Q 412 - 584 H - N 391 -161 F - Q 536 -324 N - J 324 -465 ..♦hmm*** F-P 237 -200 J-M 229 -8 SERIAL 9 40 0165 OF 106E1E TO 99 9A 911F RD 89 SS FT ",drawing has-been etectioniw0y;pigned and sealed by Manuel Martinez. P.E.:(F6-Lic. d47b4 an the date shown above usinoSH44authentkationcode. I ' Primed "t6pi6 of,M1s "dowinent. aie of eoosidered signed 'and sealed aind the SHA-7: autheni ioa; code most -be verdied oa aay eletvonie copies. **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, handlings shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for satPEly practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc.,shall not be responsible for any deviation from this drawinqg any failure to build the truss in conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pprofessional 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 I Sec.2. For more information see this iob's aeneral notes Daae and these web sites: ALPINE: www.a1D1neihv.com; TPI: wwwAPinst.org; SBCA: www.sbdndustry.com; ICC: www.iasafe.a Job Number. 36CS00049 Ply: 1 SEQN: 698462 / T11 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL ' ' Qty: 1 FROM: AH DRW: Truss Label) A5GE Wat 378.0 Ibs I Pape 1 of I ... / ... 09/1012018 t t 33 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 " 6'4'7 13'9'12 1B'14° 25'10"4 33'3"9 39'8° 6'47 T5°5 6'0'4 6'0'4 T5"5 6'47 I _ 92, 14� SEAT PLATE REQ SEATPLATEREQ. SEATPLATEREQ. SEAT PLATE REQ i 13'8" 5 i 21' 1' 6'2'11 6'11'5 2 6'0"4 6'0"4 ' 2 6'11'5 6'2"11 1' 67°11 137' ' '12 19'10" 2510"4 6 " 33'5"5 3916' Wind Criteria Wind Std: ASCE 7-10 Speed:.160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2z4 SP #1 Bot chord 2X4 SP #1 :BC2 2x6 SP #1: Webs 2x4 SP #3 :W2, W3, W7 2x4 SP #1: Bracing I (a) Continuous lateral restraint equally spaced on member. (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Special Loads -----(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 56 pif at -1.00 to 56 pit at 40.67 BC: From 4 pit at -1.00 to 4 plf at 0.00 BC: From 20 pit at 0.00 to 20 plf at 39.67 BC: From 4 pit at 39.67 to 4 pit at 40.67 BC: 44 Ib Conc. Load at 15.17,17.17 Plating Notes All plates are 2X4 except as noted. Wind Wind loads and reactions based on MWFRS. i Additional Notes See DWGS A16016ENC101014 & GBLLETIN1014 for gable wind tiracing and other requirements. I i a division of Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl U# Pt NA Ce: NA VERT(LL): 0.069 U 999 240 Lu: NA Cs: NA VERT(TL): 0.206 U 999 180 Snow Duration: NA HORZ(LL): -0.033 F - - HORZ(TL): 0.059 F Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.517 TPI Std: 2014 Max BC CSI: 0.438 Rep Factors Used: Yes Max Web CSI: 0.746 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s):. WAVE VIEW Ver: 17.02.02.1208.15 400165OF196E1E10899A911FRD99SSE7 '..This, drawing, has been.electionira6ysigped--and sealed;by .Manuel WrdnCe, PE.'(FL -tic: N702).on the date shown -above>usinga ShA-lauthentication code.: PiiMed'iopies:::oitM1is dowmerrt aie'noticonsidered signed +and sealed and the OSHA-1authemicatiatt cade.. must be viidied ua any electronic copie;l ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 434 / 197 ! - 1- / - 18.0 BI 1494 1691 /- /- /- 18.0 BJ 520 /248 /- /0 /0 /8.0 X 859 1409 / - /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BI Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 X Min Brg Width Req = 1.5 Bearings B, BI, BJ, & X are a rigid surface. Bearings B, BI, BJ, & X require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A-B 27 -20 M-N 68 -68 B-C 170 -439 N-O 70 -68 C-D 421 -157 O-P 65 -101 D-E 454 -184 P-Q 63 -107 E-F 487 -210 Q-R 59 -124 F-G 495 -217 R-S 112 -196 G - H 528 -241 S - T 208 - 537 H - 1 551 - 268 T - U 285 -645 1-1 103 -141 U - V 326 - 691 J - K 62 -125 V - W 356 - 729 K - L 60 -103 W - X 629 -1344 L-M 64 -96 X-Y 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B -AD 338 -107 AB -AA 600 - 277 AD -AC 335 -109 AA- Z 1142 - 518 AC -AB 323 - 809 Z - X 1145 - 516 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD- C 303 0 N -AB 152 -190 C-AE 297 -657 AB -AU 393 -811 AE-AF 298 -657 AU -AV 361 -770 AF-AG 316 -680 AU-AX 25 -31 AG-AH 318 -681 AV-AW 352 -760 AH-AC 306 -674 AX-BA 26 -32 AI-1 639 -1083 AY -AZ 340 - 744 AI -AC 645 -1104 BA -BD 26 -32 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building •nation, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide tempora s noted o herwile,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y 'cations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, 3tes to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. f2efer to any its drawing,any failure to build the on this drawing or cover page le design shown. The suitability PP11 Sec.2. Job Number: 36CS00049 Ply: 1 SEQN: 698462 / T11 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" ILL OL Qty: 1 FROM: AH DRW: Truss Label: A5GE Wgt: 378.0 Ibs Page 2 of 2 ... / ... 09/10/2018 AI -AK 32 -55 BB -BC 325 -730 1-AJ 647 -280 BD -BF 25 -31 AK -AN 32 -54 BE-S 372 -782 AL -AM 714 -331 AA -BF 446 -17 AN-AQ 33 -54 AA-BG 268 -588 AO -AP 689 -313 S-BF 416 0 AQ-AT 32 - 53 BG-B H 312 - 655 AR -AS 681 -303 BH-W 278 -609 AS -AT 664 - 293 W - Z 282 0 AT -AB 633 -261 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. E-AE 3 -3 AS-M 17 -23 F -AF 45 - 57 O -AV ' 12 -16 G -AG 19 -14 AW-AX 35 -45 H -AH 44 -36 P -AY 50 -65 AJ-J 88 -68 AZ -BA 9 -21 AK -AL 17 -46 Q-BB 28 -39 AM- K 20 -26 BC -BD 78 -42 AWAO 22 -12 R-BE 142 -100 AP- L 46 . -60 BG- T 172 -114 AQ-AR 34 -43 BH-U 88 -119 ,4001,615OF 106E1E10899A911F.8©8955 F7 'Ibis Brewing, has been etectionicaliy-signed am1 sealed-hy M$uutl.Martinw, P.E. (nli LIE ! hki oa the dare sdovin ,above .using a SHA-laothentkatiencode, Pjimed copies;'ar this dowiaeim are n6cconsidered signed 'arid sealed aaVtlw ShA-i.aothentitatioa,646e must be yetdteG on guy electronic topief. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenv'ise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefiy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise, f�efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handiin,f shipping, installation and bracing of Vusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of pro essionall engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes Pape and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.or :3BCA: wwwsbdndus .com' [CC: www.iccsafe.or Job Number: 36CS00049 I Ply: 1 I SEQN: 668746 / T7 / HIPS .1 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt 243.6 Ibs / .. 09/10/2018 6'4"9 7'10"v9 12'4"7 15' 19'10" 24'8 2T3"9 31'9"7 33'3"7 39'8" I' 6'4"9 +1'6"1 NA4 + 2'7"9+ 4'10" + 4'10' F 27 9 4'5"14 T 1'6"h 6'4"9 { =3X4 =5X6 FQ_ G H g3X4E 1 3X4 12 8 p Z% 3X6 g3X6D (a) (a) J g3X4C 3X4 m =4X6(A2) B Lm4X6(A2) A 11-1-1 U T S R Q P O N 012X4 =3X4 �3XW21X8 m3X8m3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2"13 5'102 1'111 94"8 �1'1")2 5'1D"2 6'2"13 11 6'2"13 12'0"15 14' I'll 2 24'8"4 25' " I'll 33'S"3 39'B" �12 2 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 2410. C&C Dist a: 3.97 it Loc, from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2z4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Bracing (a) Continuous lateral restraint equally spaced on member. Or lx4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @Woo. Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf. NA Ce: NA VERT(LL): 0.161 G 999 240 Lu: NA Cs: NA VERT(TL): 0.441 G 999 180 Snow Duration: NA HORZ(LL): 0.067 N - - HORZ(TL): 0.126 N - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.388 TPI Sid: 2014 Max BC CSI: 0.663 Rep Factors Used: Yes Max Web CSI: 0.510 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1714 / 962 1- 1346 18.0 L 1561 1714 1962 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1273 -1849 B - C 1577 -2833 H - 1 1380 -2096 C - D 1411 - 2367 I - J 1429 - 2328 D - E 1430 - 2328 J - K 1411 - 2367 E - F 1380 -2096 K - L 1576 -2833 F- G 1273 -1849 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2469 -1273 Q - P 2038 -1025 U - T 2466 -1273 P - O 20138 -1025 T - S 2038 - 996 O - N 2466 -1302 S - R 2038 - 996 N - L 2469 -1302 R - Q 1938 - 927 rs 4 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ A U-C 243 -6 G-Q 174 -183 r STATE OF C - T 328 -478 Q - H 742 465 T - E 289 -162 Q -1 403 -488 E-R 403 -488 1-0 289 -162 ggw»t� 8 4R - G 174 -183 K - N 24378 40018 OF SB 6E 1E 1089 9A 911F BD 89 SS F7 Ab$, dnnving has-been elearoolmliysigned and seated by Manuel Martinez; P.E (FL tk.. 84hk) on the date shovro •aboveusing a BHA4authentkation code. Fumed copies„at.this ilocumetd. ate not,consideted signed and sealed and the �SHIF1 authemicatiuocode must be vetilied on arty electrouic copies: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy r BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly l�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le_'._ Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (tefer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa� ge_ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of (this yawing for any structure is the responsibility of the Building Desisner per ANSIITPI 1 Sec.2. D Job Number: 36CS00049 Ply: 1 SEQN: 668744 / T6 / HIPS 4EBB 1828-Cali "D" LL OIL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 212.8 Ibs .. / ... 09110/2018 T 0 ro 32 6'4"9 L 13' 19'10" 11 26'8" 33'3"7 'r 64"9 'i' 6'7"7 'i' 6'10" T 6'10" g55X8 =3X4 zz5X8 D E F 12 6 F,—,- T 03X4C G 33X4 Sn n =-4X6(A2) B H-4X6(A2) P O N M L K J SEAT PLATE REQ. In2X4=3X6=3X4 =3X8 !�3X4m3X6 012X4 SEAT PLATE REQ. 39'8" i F1' 6'2"13 5'9"3 1' 6'10" 8'10" 1' S'9"3 6'2"13 1, 62"13 12' 13 19'10" 26'8" [FAm 33'5"3 39'8° 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 " Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc LJdefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 / - ! 305 / 8.0 Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 /953 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.564 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE IVIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 B - C 1623 - 2836 F - G 1425 - 2325 C - D 1425 - 2325 G - H 1623 - 2836 D - E 1502 - 2274 H -1 27 0 40i11.65OF186E1Ela899A911F81)89SSF7 ''Ibis drawing has been electionicany;figned andsegind•py "Mi nuei Martinez, P.L'jFL tic 547182).bii thtilee shown •ahove�usiag a�SNlrlavttieaticatiiintatle.. :Ptinted•copiesthis Gaiuirierrt'are nat"consideted_ sipaed `aaU waled an l ,pf ' the SHM1'authemicatian code, must be ^VetilieG gdanp elearonircopiez • Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2472 -1319 M - L ' 2005 -1008 P - O 2469 -1319 L - K 2469 -1348 O - N 2469 -1319 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs i Tens. Comp. P - C 244 -4 M - F 370 -243 C - N 377 - 513 F - L 444 -170 D - N 444 -171 L - G 377 - 513 D - M 370 - 243 G - J 244 - 6 E - M 300 - 381 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'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 oiid ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. AooiV Dlates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Zefer to a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIlI PI 1, or for handling, shipping, installation and bracing of trusses.A seat on this rawing or cover page_ . this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability ;e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. f Job Number: 36CS00049 Ply: 1 SEQN: 668742 / T5 / HIPS 4EB13 1828Kali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt 21Z8 Ibs / ... 09/101201B 6'4"9 6'4"9 T 12 6 p th _o E94 6(A2) B A"��e 11' 16'10"2 477 5'10"2 =6X6 D 21' 22A 288" 33'3"7 39'8" 4'1'14 1'8" 5'11"13 4'7"7 6'4"9 102X4 =3X6=3X4 =5X8 E F G H 1 a3X4 ftl io =4X6(A2) �1 8 8" i V I I S R Q P O N M L 102X4 =3X4 =3X6 =3X8 =3X4 =3X6 =3X4 012X4 (SEAT PLATE REQ. SEAT PLATE REQ. 39'8" F1' 6'2"13 4'9"3 3' 2'10"2 fi'1"9 2'8"5 3' 4'9"3 6'2"13 1� 6'2"13 11' 14' 16'10"2 22'11"11 25'8" 28'8" 33'5"3 39'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U I Rw 1 Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - / - 18.0 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - B Min Brg Width Req = 1.B NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 soffit: i0oTCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0,387 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL:5.0 sf P MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate. Spacing: 24I0 " C&C Dist a: 3.97 R Rep Factors Used: Yes Max Web CSI: 0.480 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. j Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2608 Lumber B - C 1644 -2814 G - H 1675 -2595 C - D 1522 -2444 H - 1 1522 -2444 Top chord 2x4 SP #1 Bot chord 2z4 SP #1 D - E 1683 -2609 I - J 1644 -2814 Webs 2x4 SP #3 i E - F 1683 -2608 J - K 27 0 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M 2133 -1114 R - Q 2133 -1084 M - L 2446 -1361 1Ti3tf Q - P 2133 -1084 L - J 2448 -1361 MA P - O 2613 -1371 J 91 M*' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 199 - 8 G - O 278 - 332 C - R 300 - 379 O - H 645 - 398 * D-R 369 -177 H-M 366 -176 ,* � b - P 655 -407 M - I 299 -379 E - P 274 - 327 I - L 200 -10 P - G 111 -108 4o 0165 DF lB-6E1E 10894As311F BD 8955 F7 'This"drdwing; has been etectianically.;s!goed and seated by Manuel Manider, P.E. ZFL. lit. i4i1e2).an the date shown i above using a SHA4laothentitat!ae[oft PiiMed copies„ot ibis 4pcumerrc atenot'.[oasidereA: signed and sealed aml the �SHAA authemicaiian,'taae most ;be vesdred on' aft y, ele[troni[ cqp- j "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 handiin 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 temporarryy bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use oil this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA' www.sbcindu .com; [CC: www.iasafe.o Job Number: 36S0049 Ply: 4EBB 1828-Cali CD OLL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Wgt '219.8 Ibs I FROM: AH 740 ! T4 /HIPS I DRW ` ;09/10/2018 I Truss Label: Al2 +29'' + 11+ 4199'1 �90 5S2 I 3; 398" 48 8 78 54221157 4 25 2 7137"8 ; 6X"8 =6X6 =3X4 =3X6 012X4 =3X4 D E F G H _6 61 T 12 P 03X4C J�3X4 6 M O V m4X6(A2) B Ka4 A �z U T S R Q P O N M 012X4 a3X4 =3X6 a3X4 m3X8 =3X4 =3X6 a3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 194 13 f' I 2'9"4 6'92"81"2 1'1G 366"12 92' 8"10 2� 3 S4 1' 3'11"7 30'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 1561 1720 1921 / - / 223 / 8A TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 G 999 180 K 1561 / 720 1921 / - /- / &0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.141 M - - � )� B Min Br Width Re 1.8 9 q Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft 9 Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.393 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.512 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.473 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3248 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. STATE OF 'SEAIAL'1 40.0165OF 18.6E 1E 1089 4A 911F. RD 89 SS F7 'This, drawing, has been Rlearyncally;slgnedand'sealed;:by �Manud Aiaitriex P.E (FL':lic. &1r182) oathe date -shown above.osing a SHA-laAeaticallon code.. :Piked coptes;;or thlt CoWmeot are'not cormideied. signed be ana sealed Smr. the SHA i:auMeaiic7tioh cade.must' :Ziednnany election[;npfes. B - C 1669 -28M H - 1 1869 -2952 C - D 1625 -2566 I - J 1625 -2566 D - E 1870 - 2953 J - K 1668 - 2806 E- F 2029 - 3248 K- L I, 27 0 F - G 2029 - 3248 Maximum Bot Chord Forces Pen, Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2440 -1350 Q - P 2986 -1621 U - T 2438 -1350 P - O 2260 -1215 T - S 2260 -1186 O - N 2260 -1215 S - R 2260 -1186 N - M 2438 -1379 R - Q 2986 -1611 M - K 2440 -1379 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ U-C 164 -12 Q-H i 338 -191 C - T 255 -276 H - P 383 - 527 D - T 299 - 205 P - 1 940 - 564 D- R 940 -564 N- J I 255 -276 R - E 382 -526 1- N 300 -205 E-Q 338 -191 J-M 164 -14 G - Q 232 - 308 *"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 ComponentSafety Information, bV TPI an 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 properly aftachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply piates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrrPI 1, or for handling shippingq, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing, indicates acceptance of pprofessional 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: 36CS00049 Ply: 2 SEQN: 668738 / T26 / HIPS 4EBB 1828iCali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: Al- DRW: Truss Label: A14G �Wgt 259.0 Ibs .. / ... 09/10/2018 T 11'5"1 15'8"7 19'10" 23'11"9 28'2"15 32'8" 39'8" T 4'S"1 4'3"5 4'1"9 4'1"9 4'3"5 4'5"1 7' %7X8(R) =3X4 a7X8 =3X4 '11� #/7X8(R) 12 C D Ee F G He314 I T SW2 ct a4i gA(A1)B Je4K6(A1)88" R Q P O N M L 012X4 =4X4 =7X8 =3X8 =7X8 =4X4 1112X4 (SEAT PLATE REQ. SEAT PLATE REQ. 39'8" F1' T1"12 3'11"13 4'3"5 45"1 4'S"1 43"5 3 l'" 11"82 T� 71"12 11'1"9 15'4"15 19'10" 24'3"1 26'6"7 32'6"4 398" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.270 F 999 240 B 3139 / 1427 / - l - 1- 18.0 BCLL: 01.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.750 F 925 180 J 3140 / 1428 / - / - ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.054 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.103 C - - B Min Brg Width Req = 1.5 NCBCLL: 000 Mean Height: 15.00 It Code/ Misc Crteria CreepFactor. 2.0 J Min Brg Width Req = 1.5 2g TCDL: 4.2 psf BCDL: 5.0 psf Code: FBC 2017 RES Max TC CSI: 0.347 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.290 Bearings B & J require a seat plate. Spacing: 2410 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.300 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (lbs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 13 -10 F - G 2150 -4803 Lumber B - C 1438 -3178 G - H 2O45 -4569 Top chord 2z4 SP #1 :TC2 2x6 SP #1: C - D 1747 -3901 H -1 1747 -39D1 Bot chord 2x6 SP M-26 D - E 2044 -4569 1- J 1439 -3179 Webs 2x4 SP #3 :W2 2x4 SP 91: E - F 2150 -4803 J - K 13 -10 Nailnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.128"x3", min. nails Chords Tens.Comp. Chords Tens. Camp. Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.001, o.c. B - R 2815 -1263 O - N 4605 -2068 Webs : 1 Row @ 4" o.c. R - Q 2828 -1265 N - M 3969 -1784 Use equal spacing between rows and stagger nails Q - P 3968 -1784 M - L 2829 -1266 in each row to avoid splitting,tt4tty P - O 4605 -2068 L - J 2816 -1263 Loading�1•�a #1 hip suppiits7-0-0jacks with nowebs. $*"' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. * Wind047182C-R 308 -63 O-G 256 -106 Wind loads and reactions based on MWFRS., C - Q 1391 -624 G - N 270 418 Q - D 442 - 797 N - H 788 - 342 a # ae D - P 788 -342 H - M 442 -796 P - E 270 -418 M - I 1391 -624 'I" L-I 308 -64 F-O 189 -235 'ccutist 41 40 0165OF 18 6E 1E 10 89 9A 911E 8D 89 55 F7 this•drawing has been etecnonitapysigned and sealed by Monet Mati,'nea P.Ujf L ticv 9410ij on'the.date-shown eabove Using SHA-1 authentication code. Printed 'copiii ai'thii 4otui en ate noi:consideted signed 'and seated ami. the. SHAM iauthermcationcode, .muit. be • 4etitred .9n'any electronic caPie; I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! * IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attachefrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing(� installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use oft this 7rawing for any structure is the responsibility of the Building Designer per ANS11TPI 1 Sec.2. For more information see this ioUs aeneral notes Dane and these web sites: ALPINE: www.aloineitw.mm: TPI: www.toinst.om: SBCA wwwsbcindushvmm' ICC' ww i=afe am Job Number: 36CS00049 Ply: 1 SEQN: 668718 / T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: 131GE Wgt: 134.4 Ibs .. / ... 09/10/2018 10'8" _ 21'4" f' 1018" + 1018, ' (TYP) I a4X4 21W 1, + 21'4" 21'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,P! in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N1 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Loc. from endwall: Any FT/RT:20(0)/l0(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.001 H 999 240 VERT(TL): 0.002 AE 999 18( HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Creep Factor: 2.0 Max TC CSI: 0.108 Max BC CSI: 0.033 Max Web CSI: 0.088 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40.0165 OF 196E 1E 1089 9A 911F BD 89 SS F7 `-ibis, diaviing has been electionically,signed and stated by rdanud Martinez PE (F4Liu ?4r]82):on-tke-date sboviu a61je;usine a:$filriaatheaiicatidn code.- Pnmed copief ;af tbs "document are n6rconsidered,sisned. ,and sealed aMl he StiA-1"authetrtitit!on "code .most be vesdretl on anv electronic copies; 1­1 ♦ Maximum Reactions (Ibs), or *=PLF Loc R I /Rw /Rh /RL /W P* 81 137 / 39 /- / 11 1255 Wind reactions based on MWFRS P 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 1-1 304 - 24 B - C 87 -12D J - K 253 -21 C - D 80 -90 K - L 202 -23 D-E 105 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- I 303 -24 P- Q 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC ' 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply '(Ibs) Gables Tens.Comp. Gables Tens. Comp_ C -AE 174 -103 W - J 187 - 83 D -AD 88 -65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 - 65 H-Z 187 -83 R-O 174 -103 X-1 0 -162 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI an � SBCA) for safety practices poor 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 pro ppefly j�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, 'le. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of i Nl l , or TOr n acceptance any structure failure to build the g or cover pa e in. The sut bility Job Number: 36CS00049 Ply1 SEQN: 6687191 T15 / SPEC 4EBB 1828 Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D".LL OL Qty: 1 FROM: AH DRW. Truss Label! B1 [Wg: L103.6 Ibs / ... 09/101201B T107 108" 13'5"9 21'4" i I' T107 +' 2'9"9 2'9'9 Tto7 Ds4X6 03X4 C E 43X4 12 6 p M m IN a3X4(A1)B Fa3X4(A1) Aa'a' J I H G I112X4 =3X4 =3X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" T8"11 _i_ 175 _� 2'11"5 T8"11 TS"11 9'4"� 13'T5 21'4" tp'g^ Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7'.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.035 J 999 240 B 869 / 397 / 529 / - / 229 / 8.0 BCLL: 01.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 J 999 180 F 805 / 360 1463 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.029 G - - B Min Brg Width Req = 1.5 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 F Min Brg Width Req = 1.5 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & F are a rigid surface. BCDL: 5.0 Soffit: 2.00 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.655 9 P Bearings B & F require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.436 Spacing: 2410 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.500 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: 17.02.02.1208.15 A - B 27 0 D - E 1065 -933 Lumber i B - C 1138 -1276 E - F 1187 -1281 Top chord 2i(4 SP #1 C - D 1038 - 932 Bot chord 2z4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Wind Member des J - I 1062 ign based on both MWFRS and C&C. B - J 106-86H - G 10-8- 864 G - F 1072 - 860 l 1- H 1062 - 864 Maximum Web Forces Per Ply (Ibs) t1tt i1ffi# Webs Tens.Comp. Webs Tens. Comp - At J - C 288 - 55 H - E 608 - 515 C - H 600 - 505 E - G 290 - 80 D - H 790 -905 OF 04 4 A ,SERIAL# i 400165 OF 186E 1E 10 89 9A 911F BD 89 55 F7 I 'Ibis thawing has beenxtedronitallysigned and sealed by .Manuel Martinez, P.B..1Ft tic-9471tt2) an the date shatvn - above using aSH&-i ambeatitation code. I Printed iopies; alshis document are not considered signed •and seated and- the SHrr1. autheMitation. lode must ;be -�verAled an(any,electiuoi[ mPie;. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec�tiire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildiacLComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI! tPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ _ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of I this drawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. For more information see this'oVs general notes page and these web sires: ALPINE: www.al ineKw.com: TPI: www. inst.o • SBCA: www.sbcindu .mm� [CC: www.iccsafe.o Job Number: 36CS00049 Ply: 1 SEQN: 668720 / T3 / GABL 4EBB 182E-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4 Ibs .. / ... 09/10/2018 7' 14' 7' 7' �- - 18" rTYpl G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ e 14' 14' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B* 64 / 39 140 /- / 12 1168 Pf. NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - HORZ(TL): 0.002 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 G - H 213 -26 Rep Factors Used: Yes Max Web CS 1: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 VIEW Ver: 17.02.02.1208.15 WAVE D - E 113 -17 J - K E-F 165 -14 K-L 87 84 -89 -106 F-G 221 -17 L-M 27 0 40 0165OF IB 6E.1E 10899A91IF BD 89 S5 F7. %7his'drawing• has, been :eteutonirally,signed and seal d,.6y idanud; Martinez, P.E (FL. LIC., 1�471kj on the date shovin above using a 4kh-16Vkeoiicati4n soft Piloted 'roDiesi'of this;-dooimerd are not{considered. signed sealed and the SI1A-7; authenntirativa rode must bt ^4etilied an'eriy elearoaic copies **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ni dm avhwma rare in fahrirafinn handling shinning_ installing and bracing. Refer to and follow the latest r Maximum Bot Chord Forces Per IIPly (Ibs) Chords Tens.Comp. Chords I Tens. Comp_ B-V 145 -46 R-Q 164 -49 V-U 153' -47 Q-P 159 -50 U-T , 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 of rigpid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing ins Iled per BCSI sections 63, B7 or 10, cable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Wefer 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 handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this ranting for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this job's general notes page and these web sites: ALPINE: www alpineitw corn' TPI: www tpinst org; SBCA: www sbcindustry com; ICC www.iccsafe.org i i Job Number. 36CS00049 Ply: 1 SEQN: 6687211 T14 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label) C1 Wgt: 50.4lbs / _.. 09/10/2018 I ' 7' 14' f 7, 7. C=5X6 I SEAT PLATE REQ. 1, IIILA4 14' 7, 7 + , 7' 14' SEAT PLATE REQ. I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 26.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# LOG R / U / Rw / Rh / RL / W TCDL: 7!00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 / - / 158 / 8.0 BCLL: 0100 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 627 1234 / 304 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.011 E B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P D Min Brg Width Req = 1.5 Soffit: 2100 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI; 0.683 Bearings B & D are a rigid surface. i Load Duration: 1.25 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.422 Bearings B & D require a seat plate. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.119 Loc. from endwall: Any FTIRT: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: 17.02.02.1208.15 A - B 27 0 C - D 809 -738 Lumber B - C TT7 -739 Top chord 2x4 SP #1 Bot chord 2z4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 i Chords Tens.Comp. Chords Tens. Comp. Wind B - E 598 -536 E - D 598 -536 Member deslign based on both MWFRS and C&C. � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 pq+' OF SERIAL 40 01 &S OF 1a-SE 1E lO69 9A9l lF BD 8955 F7 i '7h!s•drawing has peen elktionically,signed, and sealed,by "net Mawner, P.E #1. tic g4tin) on-tbe datesbovm I -a6nue usinga StiMlaaMeMication cotle.. I , Punted copies,:ni' this dnwmem ate notsoasidered s!Pned aatl sealed aa�the Sk-1 authemitptide: mde'.most bi `vetrtred qa"any eleusonic copier ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI andSBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kit r to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of Wsses.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 I this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00049 Ply: 1 SEQN: 668722 / T29 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: D1 Wgt: 37.8 ibs .. / _.. 09/10/2018 i 5' 10, r 5' 5' C=4X4 10, 1 5 5 1 1' -� '} 5' 10, Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) DeRICSI Criteria . ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W B 438 / 224 / 424 / - / 134 13.6 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.011 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 F 999 180 D 438 / 223 / 259 1- /- 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 F - - Wind reactions based on MWFRS EXP: C HORZ L 0.005 F - �) B Min Br Width Re 1.5 9 q Code ! Misc Criteria NCBDes CLLd: 10.00 : 1 00 Mean Height: 15.00 ft 9 CreepFactor: 2.0 D Min Brg Width Req = 1.5 Soffit Soffit 2.00 TCDL: 4.2 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0:282 Bearings B & D are a rigid surface. . BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.253 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.090 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: A - B 27 0 C - D 780 -492 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE B - C 814 -492 D - E 27 0 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 420 - 595 F - D 420 - 595 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 302 -416 :400165OF186EX10899A911F 81)89SS F.7 . 'this drawing has been electionicaliy,signed and` xealed-bp Manuel Mart gec1 p.E{rl.':tI I. 84T182) oa the. date sh0 i4 a6ove.using a SHAD-1aut0emicatl6n co&_ Roirded"copias;;ar ffirt'Aoiaiment aw not;considered, igned 'and sealed and ilia SF1M1-1 aucM1einicatiud code. mustbe $etilied gn'any elearook copies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an 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 rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or t 10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suittaability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. r Numbei: 36CS00049 Ply: 1 SEQN: 668735 / T24 /HIPS B 1828 Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW. ss Label: D2G WgL 44.8 Ibs / ... 09/1012018 T SO 3' 3' 12 C =5X6 7' 10, 4' 3' =fC6 6� T LO i- 2X4(A1)B E=2X4(A1) Fh A F N 88 H G 1112X4 =3X4 10, 1 3112 + 3t6"12 } 3'3"8 } 1 3'1"12 6'8"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 26.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.010 G 999 240 B 500 / 238 ! - 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.028 G 999 180 E 501 / 239 1- / - / - / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.008 G (T) B Min Br Width Re 1.5 9 q Noffit: O1.0 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor: 2.0 E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.150 Spacing: 24I0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.041 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 309 -693 I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 B - C 306 -694 E - F 27 -20 Lumber I C - D 249 -611 Top chord 2z4 SP #1 Bat chord 2z4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Loading B - H 592 -252 G - E 592 -255 H - G 602 - 249 #1 hip supports 3-0-0 jacks with no webs. Wind Maximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. Left bottom chord exposed to wind. gtfttl�f; . C - H 102 0 G - D C - G 11 0 107 0 x 6t1 t!165OF 166E 1E 10 89 9A 911F BD 89 SS F7. i �Tlhivdtawing has been elettronitaag;signed and sealed,by Manuel Martinez, M (FL-;116 64iiV) on thedate'sdowo i •above. usiagaSHp-isathetditaHam,coile. t'}imed tbpiesof tM1is document are aot:[onsidered: signed and sealed aitl the StiA-14titheatizatiaa, code must -be ,verified On any electtogic copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re Ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aft chetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of professlona7 engineering responsibility solely for the design shown. The suitability and use ofl this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this iob's general notes Daae and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.ora: SBCA: www.sbandustrv.mm: [CC: www.imsafe.ora Job Number: 36CS00049 Ply: 1 SEQN: 698392 / T27 / VAL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: V8 Wgt: 25.2 Ibs / ... 09110/2018 3'11"8 7111" 311"8 3'1 1"8 12 B-4X4 T 6 N =-3X4(D1)=3X4(D1) A C 9'6"3 -094Li E D 1112X4 T11 Tl 1 "8 3'11 "8 3'11"8 T11" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pi 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 foe Udell U# Loc R / U / Rw / Rh / RL / W E" 75 128 / 36 1- / 8 / 95.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.008 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 D - - E Min Brg Width Req = - Des EXP: C HORZ L 0.005 D - �) BearingA is a rigid surface. 9 Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.134 Maximum To Chord Forces Per PI Ibs P y ( ) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.115 Chords Tens.Comp. Chords Tens. Camp. A - B 201 -170 B - C 201 -170 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.103 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A - D 223 -147 D - C 223 -147 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind B-D 347 -310 Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. . 5EBIALtt 4fl 016b OF 16 6E 1E 1089 9A 911F BID 99 SS F7 'rThis- drawing; has been elettsonicaftligned and sealed.by :Manuel Martinez P E (FL JG 9479%2)"oa-the. dateshown above; using aSHA3ainhetaication W'de. `Pjiided'copies;;ut this Qnioinent are oot;tonsidered signed ,and seated and the:SHA-1aotheittitstinn'cade,must.:;be .Uerdretl on any eitUromccopies. `*WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing r�er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache U rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. hker to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uildint�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing cover truss in conformance with ANSI PI 1, or for handling{ shipping, installation and of seal on or page_ . listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability this drawing for structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. and use of any For more information see this job's qeneral notes Pacie and these web sites: ALPINE: www.al ineilw.corn; TPI: www. inst.o ; SBCP: www.sbcindu .corn; ICC: www.icesafe.org r r Job Numbe{: 36CS00049 Ply: 1 1 SEQN: 698394 / T12 / VAL 4EBB 1828TCali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW. Truss Label V4 Wgt: 16.8 lbs .. / ... 09/10/2018 1'11 "8 3-11" 1'11 "8 1'11 "8 12 6 B=3X4 T:=_U4(Dl)j:���3M(Dl) A C � 10'6"3 D I= 311" _I L 3'11" J r 3-11 " 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 Icc L/defi L/# Loc R / U / Rw / Rh / RL / W D• 75 / 22 / 36 / - 16 / 47.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0,003 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.009 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.002 - Bearing A is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor: 2.0 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.057 Maximum Top Chord Forces Per Ply (Ibs) Load Durafion: 1.25 BCDL: 5:0 psf MWFRS Parallel Dist: h/2 to h TPI Sid: 2014 Max BC CSI: 0.070 Chords Tens.Comp. Chords Tens. Comp. A - B 107 -163 B - C 187 -163 Spacing: 24[0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE Chords Tens Comp Lumber Top chord 2Ix4 SP #1 Bot chord 2z4 SP #1 Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 4ofM 650F 196E M 1i189 9A9116 8D 89 SS H --: Ibis' thawing has been eiectioniw8y;slgned and' stated by f4mad Martini, M (FL tic. 071k) oil the date shovi'o above .using a 5HlYSantlientkatioa.codc Printetl copies; of this dowmeot are nautoMidered sued and stated and the SHA-1:-`authentication . code must:,be ^verdied on:'aiy elec(rovic copies. A-C 160 -148 j **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, handlingA 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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin!!.LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover piatgae_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The su" brlity and use ofj this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1 Job Number: 36CS00049 Ply: 1 SEQN: 698457 / T28 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW: Truss Label: M3 Wgt: 14.0 Ibs .. / ... 09/10/2018 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers / Ties Simpson Construction Hardware is specified based on the most current information provided ty Simpson Strong -Tie. Please refer to the most recent Simpson Strong -Tie catalog for additional information. Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=1'9" y=8'8" uses the following support conditions: 17 Bearing D (17, 8'8") HUS26 Supporting Member: (1)2x6 SP #1 (14) 0.148"xW nails into supporting member, (4) 0.148"x3" nails into supported member. Wind Member design based on both MWFRS and C&C. 4 7 SEAT PLATE REQ. j21 9 R1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl 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. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.094 TPI Std: 2014 Max BC CSI: 0.022 Rep Factors Used: Yes Max Web CSI: 0.026 Fi/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE 40 0165 OF 188E 1E 10 99 9A 911F. BD 89 SS F7 This, thawing, has been, electroniranV signed and'sealed by 'ddaaud Martine,:P.E. (fL 06, t4iJlk) 06i0e date'sdovin -above.usinga SFfli=iautllemicatioacode. Piinkd ;topies;;of this "douiment are uot:oasideted signed 4iitl seakA aliir the SHIFS,:'aucAemicat'ion'code musube vetdled onany elemooic toile;: ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 87 / 69 1144 / - / 64 / 8.0 D 44 /30 141 /- /- /- Wind reactions based on MWFRS B Min Brg Width'Req = 1.5 D 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 li Tens. Comp. A-B 13 0 B-C 4 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 1 -2 Maximum Web Forces Per Ply Webs Tens.Comp. C-D 69 -12 "*WARNING— READ AND FOLLOW ALL NOTES. ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricat!ngg handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building t Safety Information, byy TPI anr7'SBCA) For safety practices prior to performing these functions. Installers shall provide temporarryy BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro ppefly aaid ceiI.inq Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or t 10, ile_ AooTv plates to each face of truss and Dosition as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIrfPI 1, or for handling' shipping, installation and bracing of hvsses.A seal on this drawing or cover page this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability >e of this drawing for any structure is a responsibility of the Building.Designer per ANSI/TPI 1 Sec.2. n Job Number: 36CS00049 Ply: 1 SEQN: 668724 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW. Truss Label: EJ7 Wgt: 23.8 Ibs / ... 09110/2018 C 12 12'2"11 6 c� o rt) =2X4(A1) B r- ih "v 88 A D SEAT PLATE REQ. 1 7' I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lop, Udefl U# Loc R / U / Rw / Rh / RL 1 W B 336 / 117 / 259 / - / 173 / 8.0 TCDL: 7.00 - Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 1101 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 / 91 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.025 D - - R )= Wind reactions based on MWFRS Code I Misc Criteria 00 Noffit: Mean Height: 15.00 ft CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2.. TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - C Min Brg Width Req = - i Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: 24.�0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 77 -151 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 i « iAV SERIALA 4001650F 1S 6E1E 10899A911F RD895S F7 This, drawing has' -been dectronicahy,signed and seated by Manuel Martine, P.F_ijf . .tic:, C47102) on the date shown a6ove. Using SHA-1 authentication code. Ported iopies,uf ltbis.dowmeim ate not, consideredAped and seated and�the Stifri authentication code must be 'vetHied onany eiectrouic copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regiiire extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of Component Safety Information, by TPI and'SBCA) toy safety to these functions. Installers shall BCSI (Building temporary practices prior performing provide bracing per BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in ANSI PI 1, for handling installation bracing lrusses.A on this drawing or cover conformance with or shipping, and of seal listing this drawing indicates acceptance of pr wessiona engineering responsibility solely for the design shown. and use ofj this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. page The suitability For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsefe.or Job Number: 36CS00049 4EBB 182E-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: EJ7A T3 Ply: 1 SEQN: 668725 / T23 / EJAC Qty: 6 FROM: AH DRW: Wgt:21.0lbs .. / ... B 12711 12 6 M O 2X4(A1)'°` C SEAT PLATE REQ. rr N Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, L/defl L!# Lot- R 1 U / Rw / Rh / RL / W A 270 179 / 188 ! - / 151 18.0 TCDL: 7.00' Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 128 121 / 104 / - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.017 C - - B 174 1135 195 ! - 1- 11.5 Des Ld: 37.00 EXP: C HORZ L 0.027 C - - �) Wind reactions based on MWFRS Code ! Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 A Min Br g Width Re q = 1.5 Soffit: 2.00 TCDL: 4-2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.505 C Min Brg Width Re - Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Beating A a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. A-B 78 -152 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 400165 OF 1O 6E 1E 10899A 911E 8D 89 SS F7 ' lhty drawing, has-been :electronically, signed and seated, by Mandel. Maniinez; P.E. fFL .'LW iW:&2) adthe date tAovin ,aaave using a $HA-1authemkadarcate. :Panted copies of'tbk datuineut ate qot &n4dered; signed =and sealed a4tbe SHA4 autheatitation'cude_ must: be cetdtedon;arweleCtm icce'ies. Maximum Bot Chord Forces PerlPly (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricatingg handlinA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.. Unless noted dtherwise top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache rigid ceilmg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply, plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: 36CS00049 4EBB 1828iCali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: EJ3A T 3' �i 3' Ply: 1 SEQN: 668726 / T32 / EJAC Qty: 4 FROM: JAH DRW: Wgt:12.6lbs .. / ... C 10'2"11 M O to (V 81811 09/10/2018 Loading Criteria (psg 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 10C Udefl U# R / U / Rw / Rh / RL / W -LOG B 193 193 / 202 / - 186 13.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 133 / 73 / - / -, 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 50 135 1- 1- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.003 D - - R )� Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf � Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Br Width Re 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.071 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 2410 " C&C Dist a: 3.00 it Factors Used: Yes Max Web CSI: 0.000 i 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. Camp. VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 1 WAVE Lumber A- B 27 0 B- C 29 -105 Top chord 2k4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. .,SERIAL# 400165OF 18 6E-1E 1089 9A 911F BD 89 SS F7 7h6r drawing has been tectignirapy,tigned and "seared,.by ManuelMartine, P.E. (FL Liu tM7102) on the date shown Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 above .using a SHA4autheotication code. Printed copies bi,this document arc nut considered signed ,Fand sealed and, the SHA•1 authenticationcode most be `vudieA oa'any, erecuo@c copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of I this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. 0 Job Number: 36CS00049 Ply: 1 SEQN: 668727 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: 13J5 Wgt: 16.8 Ibs .. / ... 09/10/2018 T SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. A Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TQ: NA Snow Duration: NA HORZ(LL): -0.007 D - HORZ(TL): 0.008 D - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Sid: 2014 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 o, 047fi3 % STATE OF 40 0165OF 186E 1E 10 99 9A 911F BD 99 SS F7 'Tbis+diawing has: been, eletttgnicoUy,signed and sealed by Manuel Martini, p.&#L. Ala t471b2j oo the date sh"ivp ,ahave ,usinga SHAAaatheatication.we. kinted ,copies;;af ithis,;dowmeM are notconsidered sided sand sealed BnM tbi SHA-1. atAinticotid(i Code, 'mosu he Is;' ed on an' electiauic copies. ♦ Maximum Reactions fibs) Loc R I /Rw /Rh /RL /W B 263 196 1208 / - / 129 / 8.0 D 90 /13 /70 /- /- 11.5 C 119 /93 162 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords I Tens. Comp. A-B 27 0 B-C I 53 -120 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 7uire extreme care in fabricating, handlingshipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building [Safety Information, b TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinii and bottom chord shall have a propefly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslafled per BCSI sections B3, B7 or 810, e. Apply plates to each face. of truss and position as shown above and on the Join i Details, unless noted otherwise. (Refer to 6OA-Z for standard plate positions. a division of any its drawin any failure to build the on this drawmg or cover page ie design shown. The suitability Job Number: 36CS00049 Ply: 1 SEQN: 668728 / T17 / JACK 4EBB 1828'.Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" ILL Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs / ... 09/10/2018 C 12 10711 T ty" co O 2X4(A1) B m I CV -3 8t8n A D I SEAT PLATE REQ. 3' J T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W B 193 176 / 162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 ! - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 130 I - I - 11.5 Des Ld: 37.00 EXP: C HORZ(T) L 0.003 D Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Roq = 1.5 Soffit: 21.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES g Max TC CSI: 0.174 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing: 24!0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 0 B-C 29 -105 Top chord 2x4 SP #1 Bot chord 2z4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 V4 IO2 y"Wd ✓Y u'F 7 T� OF�'}y � .SERIAL# 400165OF ME 1E 1089 9A911F SD 89 SS F7 ^this• drawing has been electroniratiy,signed and'sealed by Manuel; Martinez, P.E. #L tic. MIN) on the date sbovta above:using a SHA=1 authemi[atlim code. Primetl'coDies.;oi'tbis;dawmeat aie�nor.[onsideretl s!gheU ,and seated and°the SHA-1 authemicaiioo.'code must be 'veriried onany eiecuodk copies. ' "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 Installers temporary Cot Safety Information, by TPI and SBCA) for' safety practices prior to performing these functions. shall provide bracing per BCSL Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or BB10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIt PI 1, or for handling shipping, installation and bracing of trusses.A seat on this drawing or cover page_ _ The listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. and use of i this drawing for any structure is the responsibility of the Building Designer ANSVTPI 1 Sec.2. suitability per For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com' [CC: www.iccsafe.or Job Number: 36CS00049 Ply: 1 SEQN: 668729 / T18 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs / ... 09/10/2018 12 6 � C t rr 2 11 2X4(A1) B CIO9 o �n M $r$rr A D SEAT PLATE REQ. 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 150 177 / 145 / - / 42 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 118 ! - (- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 / 25 / - / - / 1.5 Des Ld: 37.00 EXP: C TL HORZ 0.000 D - - ( ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.DD Mean Height: 15.00 ft TCDL: 4.2 Creep Factor: 2.0 P B Min Big Width Req = 1.5 BigWidth Req = Soffit: 2.00 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A- B 27 0 B- C 28 -19 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per IPly (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 f � tot SERIr�I.# ' 40 6IL 650E 1B 6E 1E iO899A 9l lF BD895S F! %This',drawing has bern4elettcgmrallysipned anU'sealed.bv .Manud Maitln", P.E.'¢lc lic 9 182)`0o the.date `sbovin •above usinga 9AA-laatbeatkati6n mile.: ptnried topies;;ot this dowotent arc ngt;ionsidered signed sand sealed aad,tbe sli4:1, Menutatiun tode,.must:ce verdied on any"tr! '0 oic copies; . **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, byy TPI anr7'SBCA) fo'r saety practices poor to performing these functions. Installers shall provide temporary bottom chord shall have a bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and propperly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfalled per BCSI sections B3, B7 or 610, Apply to each face. of truss and as shown above and on the Join Details, unless noted otherwise. 12efer to as applicable. plates position drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinqComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the bracing trusses.A on this drawing or cover truss in conformance with ANSIrfPI 1, or for handling shipping, installation and of seal page. , listing this drawingg indicates acceptance of pprofessions engineeringg responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSIrrP11 Sec.2. For more information see this'oes weral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ' SBCA: www.sbcindu .corn: [CC. www.iccsefe.o I Job Number: 36CS00049 4EBB 1828tCali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: BJ1A 4" 3 1 0 12 6 2X4(A1) B Ply: 1 SEQN: 6687301 T20 / JACK Qty: 4 FROM: JAH DRW. Wgt:11.2Ills .. / C -F T /+-, 9'2"11 co O � 8rpn O 1 0911012018 1r 1r � 1r Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf- NA Ce: NA VERT(LL): NA B 150 / 89 / 157 / - / 42 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 2 / 10 / - 1- 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D C -14 / 25 / 22 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ L : 0.000 D - - (T ) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 i Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - i Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.014 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24,.0 " C&C Dist a: 3.00 It Re Factors Used: Yes Rep Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber A-B 27 0 B-C 27 -19 Top chord 2x4 SP #1 Bot chord 2r' SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Wind B-D 0 0 Member design based on both MWFRS and C&C Left bottom chord exposed to wind. No, 047`10 I �*a . STATE OF j sEaial:x - 400165 OF 28 6E SE tlt 89 9A 911F OD 89 SS F7 <jhh-dcawing has-been elettwnicaily,signed and sealed by Manuel Martinez; P.E.jk4 Lit. kihi?) on Yhe.date stavin above using a SHlElanttientkationCode. Piiided'copiis;'of this Barmen, are146t:consiilered'I signed and seated and, the SNMi'autheatitation; code must 'be ... -,.. I 'vet-rfied gn'any elemonic mQMS. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. . Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI II PI 1, or for handlim, shipping, installation and bracing of trusses.A seal on this drawing or cover page listingthis drawingg indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of, this drawing for any structure is the responsibility of the Euilding Designer per ANS11TP11 Sec.2. For more information see this lob's general notes pane and these web sites: ALPINE: www.aiDinefw.com: TPI: www.toinst.om: SBCA: www.sbdndustrv.com: [CC: www.iasafe.om A Job Number: 36CS00049 Ply: 1 SEQN: 668732 / 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 .. / ... 09/10/2018 6'3" 9110"1 6'3" 3'7" E 12'2"6 4.24 p :3X4 C m r ih v 2X4(A1)B i A G =5X6 F E 1112X4 SEAT PLATE REQ. 1'5" i 61 "4 3 2" i 6"1 y3 6'1"4 9'3"4 9'101 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5-0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 0 pif at A Al to 55 pif at 0.00 TC: From 2 pif at 0.00 to 2 pif at 9.84 BC: From 0 plf at -1.41 to 4 pif at 0.00 BC: From 2 pif at 0.00 to 2 pif at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 lb Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 103 lb Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSP) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in lac L/defi L/# Loc R / U / Rw / Rh / RL; / W B 330 / 208 / - / - /- 110.6 Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - / 0 / 0 11.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 1- /- /- / 1.5 HORZ(TL): 0.008 F - - Creep Factor: 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. FTlRT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 400165OF106E1E10899A911FOD89SSF7 %This, drawing has, been electionicady;signed, and seated by minuelimaninen,' P.F.VL tic., M7182) on the date--.shovio ,above .using a SHp-laothenikation code. Pilmed copies; of 'thiz document aie noYconsidered signed 'and sealed and�the SHA-i'autM1entkotiaq code' most be $eskieA on'any. electronic coples. 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 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dthenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Budding Designer per ANSI/TP11 Sec.2. S ■ Job Number: 36CS00049 Ply: 1 SEQN: 668733 / T25 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW. Truss Label: CJ3A Wgt 16.8 Ibs / ... 09/10/201B i n 12 4.24 T 10'2"3 LO 2X4(A1) B N 1 A gislt D 1'S" a}® 4'2"3 4'2"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 0100 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 125 MWFRS Parallel Dist: 0 to h12 Spacing: 24�0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 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 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.091 TPI Sid: 2014 Max BC CSI: 0.052 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 17.02.02.1208.15 WAVE 40 016S OF Ill 6E 1E 1089 9A 91IF BD 89 55 F7 ' Ibis, dmviing•has been'etecir9mrally,cipned and sealed by Manuel Matune P.E.. (FL. Vci 947102) on the date sbovr'n above using W' A-lautheuticatinn co& Piloted cdpies„ai,thif;4oameirt`aie tint{cooiidered signed and waled amGthe'SHh3 authennicotion, code ,must tie vefdied Iadamr electioeie copies. ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 84 /45 /- 1- /- 13.5 C 64 148 /- /- !- /1.5 D 28 /- /7 /- !- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 C Min Brg Width Req = - D 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 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, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety. Information, b��r TPI anr7'SBCA) f0 safety practices prior to performing these functions. Installers shall provide temporary BCSL 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 B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPl 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,-15' Mean -Height, -Enclosed, -Exposure D, Kzt = 1.00 _ nr, un mnh Wtnr1 Snood. is, m-n Helnht. Partlally Enclospd. Exnosure ➢. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace r (1) 2x4 'L' Brace %1 (2) 2x4 'L' Brace ■v (1) 2x6 'L' Brace et (2) 2x6 'L' Brace IK 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' 1' 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' 12' 6' 14' 0' 14, 0' U Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q H F Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V a, It, 9' 6- 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 1 12' 9' 14' 0' 1 14' 0' -J S P #2 3' to, 6' 7' 6' 10' 7' 9' 1 8' V 9' 3' 9' 7' 12' 2' 1 12' 8' 14' 0' L4' 0' #3 3' 9' 5' 3' 5' 7- 6' ll' 7' 5' 9' 2' 9' 7- 10, 11' 11' 8' 14' 0' 14' 0' OJ F Stud 3' 9- 5' 3' 5' 7' 6' it- 7' 5' 9' 2' 9' 7- 10' IV 11' e' 14' 0- 14' 0' d Standard 3' 6' 4' 7' 4' Il' 6' 2' 6' 7' 8' 4' 8' lt, 9' 8' 10' 4' 13' V 14' 0' U +> _ t J S P F #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' Ill 14' 0' 14' 0' 14' 0' #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 141,01 14' 0' Stud 4' 2' 7' 1- 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O F Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' e' 10' 5' 10' 10' 1 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7- 7' 11' 9' 0' 9' 4' 10, 8' 1t' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0- 14' 0' 14' 0' 03 4' 4' 6' S' 6' 10' B' 6' 9' V 10' 6' in, 11' 13' 4' 14' 0' 14' 0' 14' U' Q) I D F L 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, Ill 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7- 9' 9' 10' 2' 10' 7' t2' i' 14' 0' 140' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L� U Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0'Ell' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' V 8' 5' 8' 8' 9' 11' 10, 3' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9- 7' 4' 7' 10' 9' 8' 10111 12, 0' l4' 0' 14' 0' ' 14' 0' 14' 0' I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 12, 0' 14' 0' 14' 0' 14' 0' l4' 0' �--I Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 12' 0' 1 13' 7' 1 14' 0' 14' 0' Atiout jL able Truss Dlaganal,brace option T vertical length may be doubled when diagonal 18 )K brace Is used. Connect L diagonal brace for 600# at each end. Max web Brace total length Is 14'. 3IE31E 2x6 DF-L #2 or better diagonal T 1 Vertical length shown I bracer single 8, In table above. or double cut L 1 41 (as shorn) at upper end Connect diagonnl at midpoint of vertical web. Refer to chart above for n wUVARNINGO. READ AND FOLLOW ALL NoUS-ON THIS DRAVINGI . D(PoRTAKI'm Flxdasli THIS BRAVING To ALL CONTRACTORS INCLUDING Tie DATALLERL 7russee require extreme care In fabricatlAg, ham MM-shipping, Instaltln and brockno Refen:: to and Follow the latest edition of SCSI 4Hukding Component Safety Information, by TPI antl SBCA) farr. safety 'C^, practiroe prior to perfornhg these functions. Installers .1wi provide temporary 6rncing per BCSL Unless noted 0therrise, top chord short have Property attached structural sfieatNng orM bott6n d»rd shall have o properly attached rig!d ceiW,g. Locations shorn For pernnnent Latent restraint of ,ells . shall have bracing InstnOee per SCSI sections 43, 97 - H10, as npoticoble. Apply plates to each face O of truss and ppoassi1tion as shorn above aryl on the Joint Details, ss noted ottwr►Ise. Refer to drarw,gs 16CA-Z for at-dard plate posltbns. r AN ITW COMPANY Alpine, a ,UvWon of ITW BLAW7 Component. Group Inc shall not be respa 11,le For any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI I, or for handlny shlppwig, a Installation 6 bradng of trusses, A seal on this draewip or cover page Usting this drawing, Indicates acceptance of professional enigtrieering re ty solely for the deslgi stow,,. The suttabelty and use of this drawing for any strue the responsbRlty of the BuR&Q Designer per ANSI/IPI 1 Sec2. 133H9 LakOfronl Drive Eerth City, MO 63045 For more Information sea thts ,Job's general notes pag, and these web It.. ALPINEi wwwatptneitccon, TPb www.tpinstorg) SBCN www.sbWduetry,orgt IM ww J=4Fe4rg 01 Bracing Group Species and Grades, Group AI spruce- Pine -Fir Hem -Fir lot / #2 jStQndnrd #2 Stud #3 Stud #3 Standard Dou las Fir -Larch Southern Plneww'O #3 #3 Stud Stud Standard Stnndnrd Group Bt Hem -Fir #1 & Btr #t Dou las Fir -Larch Southern Plne>rww #t #I #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). ,ewfor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 piF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails, )1( For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' oc. between zones. )1OKFor (2) 'L' braces, space nails at 3' O.C. In 18' end zones and 6' o.c, between zones. bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes Vertical Len tin No Splice Less than 4' 0' 2%3 Greater than 4' 0', but less than 3%4 Greater than 11' 6' 4X4 4 Refer to common truss design For, peak, splice, and heel plates. Refer to the Building Designer for canditlons not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 r6rATE OF ®�f���a'YMAX. TOT. LD. 60 PSF AX. 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 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed, Exoosure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (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 nn #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U S PP F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' Ill 11' 13' 7' 14' 0' u Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' It, 13' 7' 14' 0' O Standard 3' 6' 4' 7' 4' Ill 6' 2' 6' 7' 8' 4' B' 11' 9' 8' 10' 4' 13' V 14' 0'. CU #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' it, 9' 12' 2' 13, 11' 14' 0' —� S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' Ill 7,' 12' 0' 13, 9' 14' 0' d N P 93 3' 7' 4' 10' 5' 2' 6' 5' 6' ill 8' 9' 9' 1' 10, 1' to, 10' 13, 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' il' 8' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' IV 9' 7' 12' 2' 13, 0' ..�.� _ S P F #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10' 1' 10, 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' 0' 6' 7' 7' 5' 8' 4' a, B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' LJ u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O fl P Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' It' 10' 4' 11' 10' 12, 8' 14' 0' 14' 0' S P #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' S' 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' e' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' a, 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ D F L Stud [41 1' 5' 11' 6' 4' 7' 11' e' 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' to, 2' it' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' a" 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' e' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LJ I_f Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' it, 5' 141 0' 14' 0' 14' 0' 14' 0' X O i l P Standard 4' 5' 6' 6' 6' ill 8' 8' 9' 3' 10, 11' Il' 5' 13' 7' 14' 0' 14' 0' 14' 0' - #1 4' 10' 8' 0' a, 3' 9' 5' 9' 9' 11' 2' It! 8' 14' 0' 0 14' ' 14' 0' 0 14' ' S P #2 4' B' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3- 9' 1' 9' 7' 11' 0' tl' 6' 14' 0' 14' 0' 14' 0' 14' 0' 01 D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' ll' 6' !4' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 1 14' 0' 1 14' 0' AboutiL able Truss Diagonal brace option, T vertical length may be doubled when diagonal 18 )K brace Is used. Connect L I diagonal brace for 690# 'L' -fl- at each end. Max web Brace total length Is 14'. )K)K 2x6 DF-L #2 orrbetter V45. diagonal 1Vertical length shownbraces singleIn )K table above,or double cut L 1 (as shown) at upper end. Connect diagonal at mid olnt of vertical wek AN TTWOOMPANY 13389 Lakefront Orive Earth City. MO 63045 r 41 Refer to chart above or max, gdb4lellilirq(Ntsly leng "YARNPall" READ ANDFOLLOW ALL NOTES IN THIS DRAVINGI w DWORTANT,n FURNISH THIS DRAWIM TO ALL CONTRACTORS INCLUBM THE INSTALLERS. �\% IVI `�� \v Trusses equk-e xtreme care br fobrlcatinp, handling, shlppag, Installing and bracing. Refer to ord Ilow tiw latest edit,.. of BCSI O)usd:ng Component Safety Information, by TPI and SBCA) for safety `\ �\r �Nry 'NF actices prior to performing these functions. Installers shall provide temporary bracMq per BCSL Mess noted otherwise, top chard shalt have properly attached structurat sheath[M and bottom chord No Intl Faye a property attached r1pld ceitft. Locations shown for permanrM lateral restraint of ebs have brod,, InstaUed SCSI sections 83, B7 or 910, os apdaable. Apply plates to each face loll per truss "d po itlon .. shown above and — the Jo1nt Detafs, unlless noted otherwise. T fen to drawings 16CA-z for standard plate posltions, any deNutlon from ATE -OF_ Atpine, a division of ITV BdtiOng onts Groupmo CompenIshall not be responakte fun 1s dravinp, any failure to b,dtd the truss h conformance with ANSI/TPI 1, or for handgnp, shlppinp, / Mallatlun L bracing of trusses. A seal on this d-awlno or cover page listing this drowhg, Vxkotes neceptamce of professional Far the daspn The and use of this d-"V ,�!!1 ''lO� �qQ . ¢ Qk—responsa+elty solely sham. suitability r opy situ the ooff %.Bull V DDeslgner W Aass �t I 1 Seeb �t o� more �rares Q p—rat ot- page nd sltev `t� 4'fs1f, ALPWE, www.atpineitw.coml TPD www.tpinst.orgl SBCA, wwe.sbckWuitry—V ICf7 wnlccsafvorg !�A _. tt4 Bracing Group Species and Grades, Group At S ruce-Pine-Fir Hem -Fir #1 / 02 Standard #2 Stud a3 Stutl 1 1 03 ISt.ndar.11 Dou las Flr-Larch Southern Pinexxx a3 03 Stud Stud Standard I Standard Group B, Hem -Fir 01 & Btr it, Dou I. s Fir -Larch Southern Pinexxx #1 01 a2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xwfor lx4 So. Pine use only industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these qrades. Liable I russ 11eUtil Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) malls. )K For <1) 'L' brace, space nails at 2' o.c, In 18' end zones and 4' o.c. between zones. #()KFor (2) 'L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones. bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Len th No Slice Less than 4' 0' 2X4 Greater than 4' 01, but 4X4 less than 12, O' * Re Per`to common truss design for peak, sptice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 X. TOT. LD. 60 PSF MAX, SPACING 24,0' IT Relnf of Ment Gn Tr Gable Detail For Let -in Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, Gable vertical length greater than 48' 'L' or 'T' brace required 1Pc 11"P6 Plate Sizes Refer to appropriate Alpine gable detail for mtnimum pp me sizes for vertical studs. - - (Refer to Engineered truss design for peak, splice, web, and heel plates, ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Example! 2X4 2X4 2X8 V No'T' I I bracee required .} In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design vertical length greater than Attach each 'T' reinforcing member with 48' 'L' or 'T' brace required End Driven Nalisn 10d Common (Od48'x 3,',min) Nails at 4' o,c, plus (4) nails In the top and bottom chords. Toenalled Nallst 10d Common (0.148'x3',min) Toenails at 4' o c, plus (4) toenails In the top and bottom chords. This detall to be used with the appropriate Alpine gable detail for ASCE wind toad ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detalt Drawings A11515ENC101014, A12015ENCI01014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED10IM4, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENC101014, A20030ENCI01014, A2003DEND101014, A2003OPED101014 See appropriate Alpine gable detall for maximum unrelnforced gable vertical length, 'T' Reinforcement Attachment Detail ?' Reinforcing 'T' Reinforcing Member Member Toe -hall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Exampled ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1,30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30x8'7'=1112' 'T' Relnf, 'T' Mbr. Size Increase 2x4 30 2x6 20 ^ G� lull\\V'I I I IL Jam— ��� I\ nI� v AN ITWCOMPANY I&WLakertontorive Eadh City, M0630d5 e"V R1:An AO fn1.nv ALL WTM M TIW MAC+ wwDVIWAHf" f XWW n= MAWIMG TD ALL I UNMClR2S DICIZ11 f TIE DISTAIJ.ERS, Trusses requYe extreme care ti fabricating, handlYnp, shbphp, Ylstnmr�pfety Wo"411on6yand bracing. Refer to and fdlor es Of prbrsto perfondrre thesee fue�ictlans Instalcomponent lo s shaa provide tenporarbraand ce for safety per !CSL ass rated otherwise. tap chord shalt hove property attached structural sheatift ar batten chard shalt have a property attached r%o ceW% Locations shown for pernann,t lateral restraint of sebs shall have and Joint or ➢et as op�Icable.ra Apply plates to naafi face sections an the of truss and position att sham above and on tlu r MO. s, unless rested otlia to pas ►istas s per *bow Refer to drowNps 16OA-2 for standard plate podtIons, Alpine, o dvlslon of ITV HuAar,� ConpaneMs Grasp Lae, shall not be reaponsWe for on revlotbn an this drarhD, any faints to bWtd the truss In colMorr+ance site ANS[/Tf! !, or fa- Fanaunp, skpphp, hstattntbn L bracing of trusses, A seal on t/is drnsYp or saverpape Ilctip this drorYp, Y'ndrates ncceptana oP professlo7al eprKerrp re �ty sdely fade deslpn short► The suttnbtky and use of leis dra.Yng far any strt+cttr items reepom6ehty of thr .aldMg Oeslsn.r per IuufifrI ! ser2 For Hare hnfartmtion ses tks ,bNs gornorol Halos pope and these web sltesl ALPINEi ssrnl eltw.con! TPL ere. Instag! SBCAI ers strycrgl ICP nehcsafe,lxp ,,,:te+ns; a� '++y*r ilk' . i vk,•.y+M'S: ^�^^t ; rNo 0411024 ,�% i ' =p, SWE Ogg Op;. '� '•,,t a h rpm ` w''3°yIONAl���' '"e4"''` WOIiASBR5883WpT,aC099385f4 k-."':..�,,w�,�«.�, - - y I MAX, TAT, LD, 60 PSF REF LET —IN VERT DATE 10/Ol/14 DRWG GBLLETIN1014 . DUR, FAC, ANY MAX. SPACING 24,0' Hip Frame Details —1 Hip Frame \.IdYd hAty. 2: I'R' Lthed Use ASCE this detail 7-10, 180 for, Mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flnt top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 Kzt=1.00 Structur anels must be properly attached directly psf, To hiRt4f kk ►@%orllns. i — - —WARNBOM >• READ RM FOLLDW ALL WTU a THIS BRAVDG -WERTANTtt FIRNIM THIS BR WM m ALL CONTRACURS DIMMOM THE DWALLERS Trusses requL-esteems care b fabrlmttp, h—*Il g• shipping• Instalilng and brochg. Refer to and fattor the lotett rmtlon of BCSI (Hustling Component Safety Infornotlon, by TPI and SWA) for cafety praetkes prbr 4o prrformtng these iunctlont. TnstnUers Fnll provide tenporvy broilrg per BCSI. thd ss noted otMrwise, top dbord wnau have property ottached st,wt-.t sheatkno and bottom chord shop have a property attachad rigid casing. Locatbnc them for parnanant taterat restraht of abs. tee shall have brnUng hstnitetl per HCSI sectlont B3, 57 or B10, as nppllCnble. ApPtyy r.1se. to ench focr of truss and ppoosltlon as who above and on the Joint Deta., -Mess noted otherrLse. Refer to drnring5 160A-Z for stnntlartl plate positions —Alpine, a divlsbn-of-ITY-BWldln Components-Group-Inc-shall-mt-be- responsible-for-ony devlation-fron tWs drorbp, any fa0ure t bJld the truss h confarrmnce with ANSInK L or for hnnaNng. sHppbg, Instnllation 6 bradng of trusses. A seol on this drarirg or cover page listing this drawing, h(l=tes ac-pt me of professlonal re solely for the de �ho— The sWtabVt end use of ttds drarhg for any s ruetu_ 1. tthe rerpasmeitY of' flw BWldhg D.Wg ' p- ANSVTPI 1 Sec2 For. more bfornotlon see this Job's generol notes pogo and these web saes ALPM rrrnlphaltv.canl TPB rretpbstorgl SBCAA rrr.abchdustryorgl IM rrelccsofoorg \'- / -1 \ �P �GENj�� `� v :z N = 'V - — a .0 S KrE OF —�-� --- - Q i-- A� (lp 'yu C e� 61///wl/lgfh011N411 1\ r = _ ` --- — - REF HIP FRAME DATE 10/O1/14 DRWG HIPFR1801014 - - - -- AN ITW COMPANY E B City, MO 63g45 Valley Detail - ASCE 7-10i 160 mph, 30' Mean_ Height, Enclosed, Exp, C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)K Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3,5') nalls toe-nalled for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Ptates• 3X4 12 12 Max, I- 2X4 X4 i+ 8-0-0 max —� 04 Unless specified otherwise on engineer's sealed design, for vertical - valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley Toe-nalled / wa I? G\�g S9 20-0-0 (++) -I Supporting trusses at 24' o.c, maximum spacing, 4 2x4 X4 Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail d �I L-11� WAA' TK_WMTMU, ,M���„WM WTALLEFM Trusses req,lr xtr care In fabrkotbq, handling, shipping, Installing and bracing. Refer to and fato. the laterteeditan of SCSI (Blldho Component Safety Infornatlon, by TPI and SBW for safety etkes prior to performing these Functions. Installers shall provide tenporor bradrp per BCSL� . rotes ather..e, t°P fiord shall 1.. Properly aft.an f .truetvni ehea hag and bottom chord on have o properly attached d cNU,n Locations whom for wreM Wteral restraint ofwebs shall have Mactnp InsUtled per BFSI sections B3, B7 Ble, as np able. Apply plates to each face of truce ord ppoatbn a. ah... abov. and on the Joint Details, uxrss noted atherelsa. Refer to draw e.gs 16OA-Z for ctCv+dand Plata Paritwlons. o'g--�i^�'�$�,6F ,�, �,*q ��,1�?�{�, , _ �' _/,_ i = ,�3 jj TC LL 30 �C DL 20 SIC DL 10 p G LL 0 30 15 10 0 40PSF 7 PSF 10 PSF 0 PSF REF VALLEY DETAIL DATE 10/01/2014 DRWG VAL160101014 55 AN RWa3Ivl?ANY 13389 Lakefroni Drive F.arlh City, y y ths Alpine, . p, any faRureof vto Wit dw ItrusstIn c�mFo'nnnc. with ANSI 11, o foroharawnlrq, vstbuppingfron installation L bracing of trusses, cov A seal on tints dr.&Q a cover page U�seftcion tHs dra.ep. Indicates, cates, °¢eptonce of professional for rospwnsMlty solely far the tine el— the :wsawley a.d use of this dro.Ig °� k roryonrahRRtty of Hu1l!Lnp Oeslprar per' ANii/iP[ 1 See2. For more Infornatlon see this job's general notes PpaacCe and these web sltea ALPINE, w. Urritw.cm, TP1.....tolnstora, SBCA.....sbclndust—ra, ICO ..aiccsofe.orn l \ I•E Of �'` �C:) �''3 tt `t�� /(` /{' '- 1 �:w �l�pt. �� I,. LDS hn „ r-1A , TOT' LD, 60 ` 57PSF URFAC.1.2511.33 1.15 1,15 SPACING 24.0' v Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30,00 It Mean Hot, ASCE 7-10, Enclosed Mo located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Dr 140 nph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Mg. located anywhere In roof, Exp D, wind DL= S,D psf (min), 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 shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut toads. xx Refer to Enolneer's seated truss deslon drawino for oioovback and base truss specifications. Detail A I Purlin Spacing = 24' c,c, or less 12 enas and a-v G-f max o.c. spac,ny mt oe �wrrn. Detail B I Purlin Spacing > 24' o,c, 12 Up to 12 V 4 Piggyback cap truss slant nalled to all top chord purtln bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 #3 grade scab <1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o,c, Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). I I \\ I I \\ ( I I // I I e4- O.C. max FuLt Top Chord Scob (Typical Each End) Chord Flat top chord purtins required at Depth both ends, purlln spacing > 24' o,c, Note, If put -tins or sheathing are not specified on the flat top of the base truss, purtins must be Installed at 24' o,c, max, and use Detail A. "WARN"al REAR AND FMJ-W ALL NUM ON TM IBIAVMGI �.�� '1 /l' ■sllIPM ANT" FL GSH TM IIRAWING M ALL CRITRACT[In MCLUBg1G THE INSTALLERS Trusses require .„Creme core N fabricating, handUng, shipping. InstaWnp and brncln Refer to And te fell,* the last eeitl,n of an BCSI (Busdln0 1,ponent Sofety Infarnation. by TPI d 111 For safetyG ��S prL� Acttces prior, to performing these functions. Installers shall provide tanpo—y braMg per BCSI. UA I... noted otherwise, top chard shall have property attached structural sheathing and button chord l shall have A properly attached ritid ceal g. Locations shown far permanent lateral restraint of sets N f� ,toll uag and rs Instas s per BCSI sand on the J or Bea as applicable. o Appty Wntas to eAU face = 11111� III I�`r— aF truss nbr ppoosition as sheen BCSI and on the Joint 1110, s, unlrsc noted otherwise. Refer to drowingo 16DA-Z for standard plate positions. —Alpine,-n-division o(-, f-ITV-DLA1dIng-Components Group -Inc, -shall -not -be responsible-for-ony-tlevlatlon from -- AN 1TWOOMPANY this drawing, any failure to bull the truss In conformance with ANSVTPI 1, or for handUng, sh PP ng, � Ar installation 6 bracing of trusses. A seal on this draekp or cover page Usdng this dra*Yry indicate. acceptance of professional design shownThof this drowg 13389 Laefront Drive nagstsrwe of the &ClrBng Bes7grvr per ANSI/iPI 1 Secz Earth City, MO 63045 For more Inf,rmatlon see this ,Job's general notes page and these web sites ALPINE' w Ipineitwxond TPD www.tpinst.orgi SBCM *ww.cbclndustry.orgi ]CC, wwvJccs4Fa4rg Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (I side only at each end) attached with 2 rows of IDd box nails (0.128'x3') at 4' c.c. Attach purlln bracing to the flat top chord using <2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with <8) 0,120'xl.375' malls, (4) Into cap TC 6 (4) Into base truss TC or 0) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl,375' nails. Notes Nalling 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'xl.375' nails Into cop bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c, with (8) 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 112, full chord depth scabs (each face). Attach a 8' o.c, with (6) 10d box nails <0.12810') per scab, (3) In cap bottom chord and (3) in base truss top chord. Scabs may be staggered 4' o.c. front to back Faces. 281513 Wave Ploaybock Plate One 28PB wave pl gyback plate to each face M' o.c, Attach �eeth to piggyback at lie of rlcatlon. Attach to supporting truss w�th (4) 0.120'xl,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 PACING 24,0' R 9NI0VdS *�$n -pV"- ly�•`I v;D9 wV �a so}Is 9a.'isa p Puv a8od�sa>ou toawa8 s,9o1 sryq aas uopouroyu a�ou q! +a iv SWE9 OV0413 WeEl �`'_•7iy�l'R V paS I IJ14SW rad 4AApoH OIWVV a4} do A!, a� sl ,tw roy an�+a luo+laMe'169EE1 '3d3 'dnQ ` a - �,anrP slw yo asn Pun f4rwMms ayl vaow u3Rap aL4 rey Rlaps Auvwuods NzgraayBysi a ry ky _d ,mo ssayord do aouyda»o sa;naswq •euao1p swa annm aend xnas ro O+Mn+P s14; un Iw v '9+qd s Bu ro ro +T IdLISNV Nile a�uowo wo ssnr a sassn-I. yo Buj 9 ugao11a3M 3Sd Q1 '10 y� T wry uq}a.ap Rw Amy agpuodsai aq %w UU45 •su y e u.uotl a% MM of a nind Rw ^�P zN} ANVdWO7Ml1 NV -ir •suol}isod a;old prspua}s rod Z-tl091 sBu�eorp o} rayab D 3Sd 11 air asl.r o Pa>ou ssa{P!� •s,aioH }�,al ay} uo Put, aAogo u.o4s zo uoWao puo ssnr} yo Y eooy 4aoa W sadddtl 'algnslPdn sn '07H ro Zg •Eg suo7»as ISJH rad pallsul Bupnrq ana4 lln4s sgaa do }up7.r>sar Iwa4n1 3uawurad roy uao4s suq;wok •WI1Nn PIOIr paN�o>io +{lradwd n ano4 IlD4s a 4IOI$f1S$1321H �M�IQ 3Sd 1Q 3 �S 1,� �'.`� p+oP uo>agq pw Oup{anays In noon +is pa pnko Rlradora ano411 o4s ProNo do} •asNra4}o Paaou ssalu A, ^ 1SJ8 rad 8uparq aro.rodua} apinwd IPN• sreno}suI •suoti>'+nd asa4; 8ulwoyrad o> rolyd sasia�� ,y �,J .G;ayos .ro3 1tl78S Pw Idl •19 'uoli�roduf F?adnS }uauotluo� Euy)prg) IS�H do uoa }egnt a4a aollod b'T/T0/0T 31VG JSd 1Q 31 �� � Pun oa radab 'Eyaorq pun BuglWsul •BOMNI TN ML'BulinW S 4 SI auapza a.qM sassnry �sgnS 2i13 J38 3Sd 11 �l ''�.,,��'� 1�����`UnWIM px�un� m�u w s�I�a,�'i,v�nanniaA1lw av33 ono �'��a' 9onS '4}6ual Aagwaw qam 3o V08 wnwlulw o sl .aagwaw 6u1D ao fula8 -o-o ,9 :p sllou (ulw'.O'£x.8ZT'O) POT 4�,Im No1044d 'aoo,4 uad goos (T) uo4} a-IOw ON 'qam 3o aoo,4 aplm o} (s)goos Ajddy e4_uawaa.A0Ju1aN gnaS 'qam 3o aooJ I,{ooo a o} gos (T) Ajddy -clam jo a�o3 aplm uo goos .aa}ua6 OK) *u6lsap paloas s,.4aaul6u3 uo aslmua44.0 payloads ssalun 4agwaw qam uo4} aaq}aq .ao apou6 puo sapads awns aq oT. 4.uawa3uo,4ula.a goos ao '}uawao.aojula.a-1 '}uawao.4o,4ulaa-1 ()K)9x2-2 9x2 smo a Z exz 8X2_1 9x2 mo.a T SX2 plp4x2-Z 9xz SMO%A Z 9xz 9x2-1 tX2 moi T 9x2 VX2_2 9x2 smog Z qxZ Jo £xZ yxZ-T yxZ moa T qxZ uo £xZ dulab qo:)S dula2l -1 uo _1 4.ulo.a}sa8 azl$ quawaoaJOJUjay anl:�ou.aa:�ly d13 pa13padS uagwaN qaM 'dulaa-1 'dula2l-1 adAj. }uawao.ao.4ula a a}opdo,4ddo 4:•Im u6lsap unu-au 14.uawao,ao}ula.a anlf.ouuaa.jo wnwlulw .4o3 'anlQ.on.aasuoo aq Aow molaq },ao4:) ul pa13Pads }uawao.aojula.a and}ou.aal.ly 'q uawaouo,}ula a goos .eo }uawaoauo,4ulau-1 ao }uawaouojulau_1 o} su6lsap paloas !ld al(5uls uo umo4s y13 paypads a4: 6u16uo4o uo3 algo:)ilddo A)uo sl 11o1.ap s141 -4a.6ual Aagwaw clam 4o V08 wnwlulw a ISa�O(�f sl uagwaw 6upuo,4ulab 'o•o ,9 }o sllou (u1w'.0'£x.B2T'0) POT 44Im 40014V V4u'ja�j-j 3 mo.auou qam .4o apls .aa4�la oa. Ajddy cpa alsap sl po4qaw �uawao.aods sl l�uawaa..lojuiad-�clam anl�ou.aa�lo uo }nq u6lsap ssna} o uo payloads sl 4o (a13) }ulo a}say to as}o1 snonul}uo3 a ua4m pasn aq o:sl llo}ap sI41 - -- - - - --- -- - - --- ----- -- - -- - - - - -- - - uoi�n�i4_scjnS--jacjwaW 5ui�uo juia-13 Y 0 Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is Valid onlyy for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area <B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and 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. Nail into 2x4 members using two (2) rows at 4' o,c., rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L 4' o,c, Typical ~ + O + O + o + O O + O + o + O + ---12' (-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nailst o = Front Face 2x4 Member - Double Row Stagger/ 2x6 Member - Triple Row _Staggere 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 r 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 1 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# NInInUn L Distance B L 9"� Nail Spacing Detail ��ta `" vVARNINGI- READ AND FULLOV ALL NOTES a THIS WAVING] REF MEMBER REPAIR -INPORTANTv NpIISH =WAVING TD ALL cminiACMRS MUMING TIE INSTALLERS. P` h A■ y $i Trusses require extreme care In fabricating, handting, shipping, InstatU and bra Refer to and S ✓� folio• the latest . Von of BCSI CBuamne Compo cat Safety Infornotlonnby TPl anddSSBCA) for safety �' DATE 10/Ol/14 practices prior to performing these functions. Instatters shoes provide temporary b—I'D per BCSI. No, Untess noted otherwise, top chord shall hove properly attorhed structural sheathing and bottom chordDRWG REPCHRD1014 L� O shalt haven properly attached rigid sec o.do Locutions sham for pernonwnt lateral restraint of webs Q ofntl have brocbtg Installed per BCSI sections the J nr Det s urAessbno Apply plates to each fats .". ai truss and position as shorn above ontl on the Joint Deto4s, unless noted otherwise. p{ts.. C Refer to drawings 16DA-Z for SSandard plate positions. T� 1 � Gr _ -- ---—AlpUtern-dvisionrof-ITV-BtAIdMg-Components Gro -Inc-shall-not-be-responsible-for any -deviation from IlwmnnaAriy this dror any falwe to bt/td the truss in can�arnance with ANSI/7P1 1, or for handUng, shipping, Mstnlln ngL bracing of trusses. ��i Q\ A sad on this drawing or cover page UWU o this drawing, vdcntes accePtorce of prof—lonat ena4teerato respons�Nty solely for the de ar.— The svitabsity and use of this drawing 133119 Lakefront Onva for nrry structure is the responsibility of the Mclino Desioner per ANSI/TPI 1 SecZ Earth City, MO 63046 For note information sew this Job's general notes page and these web sites.ALSPACING 24,0" MAX ALPINE, www.ulpinaltw.cams TPp www.tp1AstArgi SECA, www.sbcindustryorgs IM wwwJccsaFearg /I/ STANDARD BOTTOM CHORD FALSE FRAME DETAILS --- 4' 0. OC MAX. LENGTH TG. TRIM FILLER r EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' 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), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C, MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOt :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS, )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. S 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'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH J❑INT. - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLO - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 16' 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), t DVGRTNM- FWH READRAVIND NM6 TTU ALL COK MCTaRS V*LWD4 THE INSTALLERS, Trusses regNre estrene core in fobrlcathV, hondilng, shipping, Installing and bracing. Refer to and fallow the latest edition of BCSI (8uildinp Ca+ponent Safety Information, y TPI and SBCA) for safety practices polar to performing thew functions. Irutagers sh.0 provide terporarry Matlng per BCSL acs rgted othereiw, top chord shaft have property attached stncLa-nI sh¢a41ng and bottom cho shall have a property attached ridk cell4rg. Locntll— shorn for pernnnent lateral restraint of wtb! d ^� shall have bracing ion ased per BCSI Bandon th J or Det as 4ppil-blie. no Apply plates to enGh face 1����I"J���"'' of truss and position as sheen shove nntl on the Jaart Dttalc, unntttss rotetl otherwtsa. Refer to drawings 16OA-Z for standard plate poslibns. AN r W COMPANY thispdn� alvision of RV Bu0.renp Conpments Groff Inc shaU not be resp—V, a for any deviation fr this dat , by 17.11 a to bJld the trust In co.Fornanu with ANSVTPI 1, or for hondlIna, shipping, Ing of trusses A seal on this drawing or rover page Usting this drawing, inAcates acceptance of profess,onol eerY�p responstlU4y sdNy far the deslan shorn The sultobll'y oM use of this drawing 13389 Lakefront Drive fort/ q stwcWre Is the rrsper!s6tity of lino Bu0.dNa Doslaner per ANSI/TPI 1 See2 Earth City, MO 63045 For pore InFormatin see this Job's general rotes page and these web sltts, ALPIM erw.niolneitwcenr TPL wwe.tolnst.oral SBCAi swe.cbcindustrvoral ICG wwW"Sufe,org N . S AIEOF =0 9ar �t0R%0, REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box C0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. NDTEI #2 is the minimum lumber grade allowed for all species. NOTEi Add 210# uplift (max,) to reported truss uplift for watt connections, ■.nPaRTANrx � nas�wr°Av°n�c` M Mi. MITMGt� INCLUB ac nE MSTALURs � ��0/�j�''� TOTAL TOP CHORD REF 2X4 SCAB O.H. DATE 10/Ol/14 Trusses require xtrtno care In fobricaUnp, hondUne, shipping), InatnlUng and broch0. Refer to and IF,, the latest edition of BCSI ®ulltling Conponent Safety Infornatbn, by TPI and SOCK for safely `'�`���i�'- ` �G���F �, LOAD NOT TO EXCEED 40 PSF practices prior to perforning these Functions. Installers shall pMvido temporaryy hrnCnp par BCSL Unless notod etherwise, top chord thou have properly attached structural ahaatHnO and bottom chord g� z No CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 A. Ll-�\ONF ���I' shall have a properly attached Hold ce64rp. Loco tions shown for pernanent Wterol restraint of webs O7 or 010, es-A...ble. Apply plates to each face shall have bracing installed per OCSI sect nc the of truss nM position s It shorn above and on the Jaht 310, , -Nast ie. A otherwise. Refer to 41mvinps 160A-2 for standard plate positions � - Oufldrq-Components-Group-Inc shall be -for ony-d-lotion-fron _S` .ATE -OF _ -- - - — — - - - - — _ AN-�T4VCD�vIPA1'iY Alp4ie, a_dvlsbn of --ITV -not -responsible this drawlrre, arty FnRvre to bind the truss In confornonce with AN 1, or for ha Wit sNpp4ig, � iQ = �4�`�w Instn(lotion L bracing f trusses. A seal on this drawing or cover page UsUnp thisdrnwhp, Intlkntes acceptance of professkral engkwrYg ra yy solely far the design ee.n The saew,uty and use of this ttrewino for he responsbRlty of the Bu0.t4g O D per ANSI/IPI 1 SecZ\"f� „�® , `pL� \� \\ DUR, FAC, 1,15/1.25 SPACING 24� 13300 Lakefront Wive Earth City. MO 63045 anY str.t,'. o ese ecofa.org ALPINE, ro. 1pin&ltw.conlTPl oww.tpinst.Wg1 SECA, wws thwwJcc 'yy ' fQNA 151% \\\ F.J wo °I IEnd Jack EJ I 12 O VARIES OPTIONAL (2) 16d TOE NAILS SCISSORS BOTTOM CORD N eveled Jack (BJ) m W ,.� w (BJ) a mil= (2) 16d TOE NAILS c C3 m CONNECTION DETAIL i i 8-0 —0 MAX. SPAN (BJ) = (2) 16d GUN NAILS i mFOR EACH LOCATION ' TYPICAL END JACK (EJ) i 10 SHOWN TOP &BOTTOM N.T.S. 2x4 SYP Nailer 16" Long God` a'-o" Mo. Top & Bottom use 16d ? G Nails 4" O.C. staggered �G TYPICAL CORNER SET LAYOUT i I N.T.S. OPTIONAL WEB CONFIGURATION i t 12 S VARIES (4) 16d NAILS See Connection Detail 1z VARIES © (4) 16d NAILS ! See Connection Detail -\� OPTIONAL WEB CONFIGURATION 3X4 (4) 16d NAILS i See Connection Detail 11-3-12 MAX. SPAN 1 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) 3 TYPICAL CORNER JACK (CJ) N.T.S. N.T.S. TYPICAL CORNED SET INSTALLATION a r® ti TYPICAL L ADING (P.S.F.) a,�+®�P.��(',�(=/�jS;�.,�—`\�i•, ME: SHINGLES: ° TOP LIVE LOAD:i zo zo MANUEL ,MARTINEZ, P.E. TOP DEAD LOAD; 15 7 �• ° BOTTOM DEAD EbAD: 10 10 � TOTAL: as 37 m FLORIDA REGISTERED ENGINEER STRESS ZINC. 1.25 1.25 m-n (� �� cc LICENSE # PE 47182 WIND DESIGN: MIX. 160 MPH PER STATE OF : 4ry ASCE 7-10 MAX. 24° O.C. O •, **WARNING** Read & Fdllow all notes on this drawing. P' Furnish this drawing to all Contractors including the installers. ®a�� SRO ' • `•� E�dOa� i