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HomeMy WebLinkAboutTRUSS PAPERWORKI RANEY COMPONENTS Elaney 19900 Independence Blvd. Groveland, FI 34736 inponents, uc one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 .. I —Job Information: Address: customer Name: Creekside Lot 69 DR Horton 8612 Cobblestone Dr Description: city, State, zip: 4EBB 1828-Cali "D" LL OL Fort Pierce, FL I Order # JOB # 36CS00069 Printed: Mon, Sep 10 2018 FOR Name and License Number: r<.vaiurny fill wir111auvn. Roof Loads: Floor Loads: TC Live: TC Dead: BC Llve: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M I Pages or sheets covered by this seal from: 1 thru 29 Total 29 #: DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 A1A 3 A3 4 A2 5 A4 6 A5GE 7 A6 8 A8 9, A10 10 Al2 11 A14G 12 B1GE 13� B1 14 C1GE 15 c1 16 D1 171 D2G 18 ve 19 V4 20 M3 21 EJ7 22 EJ7A 23 EJ3A 24 BJ5 25 BJ3 26 BJ1 27 BJ1A 28 CJ7 29: CJ3A i $11✓11$) Digitally signed by Manuel Martinez „� g; aft � ON: c-US, o=M AND E ASSOCIATES PA.ou=M ND '�`y: �`�ttuel Martinez, P.E FI Uc it47182` cn=,ManuelAMartinez, ASSOCIATES P.A., 09.23--42,1;k200300.100.l.l=AO1096 r 047162 e* 90R 01304798E2190000A517 -., ✓ Date: 2018.09.10 08:24:29-04'00' TT°E OF .* 7�(/ _SERIAL# 40 0165OF 1B SE 1E 1089 9A 911F BD 89 SS F7 This, drawing -has been eleasOni[aRysigned anA sealed by Manuel Mudnez"P.E. {Ft. tic:. 947L72j on the dateshosrn •ahove using 4,Wlautheatication code, Printed coples of;this dowment aie oorconsidered signed and seated and�the SHA-1 autherdication. code roust he 'ver8ietl on'any elemoaic,copies. Page 1 of 1 RECEIVED OCT 2 9 2018 Permitting Department St. Lucie Counhr f Job Number: T4EBBruss 1828-CA1CD OLLL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Qty: 164.0 Ibs FROM: AH 752 / T10 / COMNI DRW; 09/10/2018 Wgt M O M 6'4"8 T10 t9 14'4"7 19'10° 25'3"9 31'9� 333 39'B" i 6'4"8 +1'6" 6'5°14 + 5'S"9 + 5'5°c3 6'5°14 } 1'6° 6 F=5X6 SEAT PLATE REQ. SEAT PLATE REQ. I �1+ 6'2"12 + 6'9"4 62'12 12' 398" +2'0"1� 5V _ + 5'9"t } 2'0"1 5'9"4 + 6'2"12 14'0"1119'10" 257't 27'8" 33'5"4 39'8" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSl 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 / 961 / - / 445 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 1961 / - /- / 8.0 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 (T)= 0.140 L B Min B Width Re 2.0 � q = Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 20 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.593 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G �1114 -1906 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 122B -2466 H -1 1228 -2467 Top chord 2x4 SP #1 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 Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1 x4 "T" 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 Bd Box or Gun (0.113"x2.5",min.)nails Q - P 2670 -1193 M - L 2671 -1195 6" oc. ttitidaifti� P-Oo 2104 -801 L - J 2674 -1194 Loading Truss check for 20 additional bottom, �qAgX� j. +.r Maximum Web Forces Per PI Ibs y ( )I passed psf chord live load in areas with 42"-high x 24"-wide r•*+"*`• i ;.° Ae'% Webs Tens.Comp. Webs Tens. Comp. � y clearance. No, 047iG + , R-C 276 -5 O-G 494 -777 Wind' w C-P 418 -596 G-N 464 164 n based on both MWFRS and C&C. Member design *' P - E 464 -164 N - 1 418 -597 E- O 494 - 776 I- L 276 6 3>T F-O 1385 -751 SERIAL# 400165 OF SR'6E1E 10 89 9A 911F 8D 89 SS F7 Ibis drawing has been ereawordcapy;siyned and stated by Mi6uel Manfnez; P.E. ¢L. Liu 947182) on the date•sbowa ,above using SNA-1 authentication code. I Pirated copies„af •tbis,:0oamerrt. aie,not+foasldeseA signed and seared ande the SHrri wnbh nticotion Mode must -be veritietl odany elewonlc 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, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to pertorming these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted o7herwise,top chord shall have properly attached structural sheathing and bottom chard shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing, indicates acceptance of 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 ANSIrrPI 1 Sec.2. x Job Numbl, 4EBB 1828-Cali CD OLLL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Wgt 1260.4 Ibs FROM: AH 754 / T13 / COMNI DRW; 09/10/2018 I Truss Label: A1A 6'4"8 T10° 14'47 19'10" 22'6'4 26'8° 31'10' 33'3°7 39'8" 6'4"8 1'5 6'67 5'5"9 2'6"4 4'1°12 5'2" 1'S" 6'4"9 M2X4 m4X6 �3X4 =&8 M2X4 M:5(4 =4X70 SEAT PLATE REQ. C 6(A2) e'a• SEAT PLATE REQ. 1' 6'2"12 5'9"4 2'0"1`♦_ 591 2'10' 4' 65"15 12' +14'0"1 22'8' { 26'8" 33'1"15 Loading Criteria (pso Wind Criteria TCLL: 120.00 Wind Std: ASCE 7-10 TCDL: 1 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 137.00 Mean Height: 15.00 ft NCBCLL:'10.00 TCDL:4.2psf Soffit: ' 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber ' Top chord 2x4 SP #1 Bet chordj2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or lx4'7" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"12.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 1960 ! - / 445 / 8.0 Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS HORZ(TL): 0.240 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0,599 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.980 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2W8 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 -1190 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 627 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 40 0165OF 186E 1E 1089 9A 911F BD 89 SS F7 <lhir drawing has,been..eleaionicapy signed and sealed,by 'Manuel Martine% P.E. (PL Lic.-. #471ii2) on tbe4we shovin ,abave.using a SHA-iauthentication code. piiided,copies, of this:dowment:'aie'not:considered. signed and sealed and, tire OSHA-i autheMrcation. code must be veiNied qn any eleRtouii,copits. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Ire Information, byy TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp 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 the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIlfPI 1, or for handlia shippinq, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability le .of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 7 Sec.2. more k I Job Number: 36CS00069 Ply: 1 SEQN: 668756 / T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM. AH DRW: Truss Label: A3 Wgt 224.0 Ibs .. / ... 09/1012018 31'10" 369'8"°8 T104 1'8 5i 4°964"99 15168 59S ro c oiI3(4 m3X6V " EE3X8 �3x6 02X4 SEAT PLATE REQ. SEAT PLATE REQ. i 13'4" &8" 20'8" F7+ 6'2°13°3 + 2'1°+ 5'9° 5'9° + 2'1"+ 59°3 6'2"13 i 1� 6'2°13 12 14'1" 1l'1"l 257" 27'8" 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 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.97 it Lac. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 (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. Plating Notes All plates are 3X4 except as noted. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.044 L 999 240 VERT(TL): 0.135 L 999 180 HORZ(LL): 0.014 F - - HORZ(TL): 0.027 F - - Creep Factor. 2.0 Max TC CSI: 0.548 Max BC CSI: 0.480 Max Web CSI: 0.539 Mfg Specified Camber: ♦ Maximum Reactions (Ibs), or `_ Loc R / U / Rw / Rh / RL B 438 / 165 1272 1- / 445 / 8.0 S• 336 / 154 / 192 1_ / - 168.0 J 872 / 384 1645 1- /- 1 /' 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 S Min Big Width Req = - J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ A- B 27 0 F- G 297 - 205 B - C 170 -463 G - H 450 -708 C - D 405 -156 H - 1 422 - 745 D - E 566 -150 1- J 707 -1385 E-F 289 -165 J-K 27 0 ,SERI4L# 40 616S OF 10 6E 1E 10899A91IF OD 89 SS F7 'this, drawing has been.electroniragy,sipred and:sealed by Minuet Martine:, P.E. (Fl.,lie N1182ji on ihe.date shown ,above using a SHrrlauthemicatidn code. irdmed copies, of this.,doiahient are I. aat, [oniidered.: signed `and seated it the StiA-Vaotheinicatiaa. Cade, must be vefitted on'any eleciioeic copies. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 515 - 399 O - N 564 - 98 R - Q 510 - 399 N - M 1182 - 489 Q - P 510 - 399 M - L 1182 -489 P - O 788 -761 L - J 1166 -489 Maximum Web Forces Per Ply Webs Tens.Comp. Webs R-C 310 -16 O-G C - P 465 - 700 G - N P-E 674-1218 N-1 E-O 719 -297 I-L F-O 56 -182 "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, by TPI and SBCA) f9or safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ,iid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Kefer to a division of l NI 1, or for n acceptance any structure its drawinq any failure to build the on this drawing or cover page ie design shown. The suitability 510 -751 492 -182 442 -654 290 -4 i i I see Job Number: 36CS00069 Ply: 1 SEQN: 668750 / T9 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 245.0 Ibs .. / ... 09/10/2018 64"9 7'10"S 12'4"9 19' 2D'8" 27'3"8 i 31'10" i 39'8" _ 1'6"i 4'6" + 6'7"7 1'8" 67"8 r 4'6"8 T T10" m5X8�5X6 F G fl&4 533X4 sa3X6 =3X4=3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. 39'8" fq 0 :6(A2) SEAT PLATE REQ. rt'+ 6'2"13 + 5'10'4 +1'10"1,5 5' 11'6'4 5'1"12 1 1'11"� 44"4 _ i _ TS'12 6'2"13 12'1"1 14' 19' 20'6'4 25'8' �2T7"r 31'11"4 39'8' Loading Criteria (psf) Wind Criteria TCLL. 120.00 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_0O Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber 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. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.153 P 999 240 B 1560 / 710 1964 1- / 428 / 8.0 Lu: NA Cs: NA VERT(TL): 0.419 P 999 180 J 1557 / 710 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. Plate Type(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 - I 1367 - 2357 D - E 1352 - 2344 I - J 1463 - 2748 E-F 1149 -1818 J-K 27 0 SERIAL# 40 0165OF 11)bE 1E 10 899A 911F 81) 89 SS F7 � Ibis, drawing, has-been eiettronira8y-iignedand sealed,by ,Manuel Martinez`, P.6;(Fl- itc. 947102) on the date shown above using SHi34amtientication code. RInted'copies,d.`this:docomvn aie not consideredsigned and sealed and.. the SHA-1 authertticitioncode must -be vetilied on any electionic copies. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. 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 - 509 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 216 -6 O-G 522 -361 C - R 308 -439 O - H 460 -671 R - E 427 -153 H - M 434 -197 E - P 474 - 697 M -1 301 -431 F-P 531 -310 1-L 236 -18 F - O 330 - 302 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, e. 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 ITW Buildin��LLComponents 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 pro>essionat engineering responsibility solely for the design shown. The suitability ie! of this "awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00069 Ply: 1 SEQN: 668748 / T8/ HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A4 Wgt 252.0 Ibs .. / ... 09/1012018 I_ 6'4"9 7'10" 12'4"8 17' 22'8" 27'3"6 3"!17 33'3"7 39'B" r 6'4"9 �1'6"� 4'5"15 f 4'7"e 1 5'8" 47"8 4'5"15 ` 1'6"{ 6'4"9 i =6X6 r r_ 111 X4 =5X6 =3X4 =3X4 =3X4 =5X6 1112X4 SEAT PLATE REQ. �1 + 6 2"13 T 5 6'2"13 12' 39'8" f 5' } g 0 2 5 �- 17' 19'10" 228" 278' SEAT PLATE REQ. } 6 2"13 11 33'5"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 Pf. NA Ce: NA VERT(LL): 0.153 Q 999 240 B 1561 / 712 / 965 1- 1387 118.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 Q 999 180 K 1561 / 712 /965 / - / - 1l 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP. C HORZ L 0.125 M - - �) B Min B Width Re 1.8 q NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P K Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.380 g Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL:5.0 sf P MWFRS Parallel. Dist: D to h12 TPI Std: 2014 Max BC CSI: 0.453 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 Maximum Top Chord Forces Per Ply (Ibs} Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 Lumber B - C 1550 -2829 H -1 1397 -2335 C - D 1378 -2374 I - J 1378 -2374 Top chord 2x4 SP #1 D - E 1397 -2335 J - K 1550 -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 �y4t9i7fari R - Q 2043 -970 N - M ?463 - 1267 Q - P 1690 -725 M - K 2465 -1267 Maximum Web Forces Per Ply 't (Ibs) w" ` Webs Tens.Comp. Webs Tens. Comp. .. S - C 229 -6 P - G 238 -200 w ' C - R 323 - 465 G - O 536 -324 R-E 391 -161 O-H 412 -584 A E - Q 412 - 584 H - N 391 -161 536 -324 N - J 324 -465 {S F - P 237 - 200 J - M 229 - 8 ..SERIAL# 40 01"OF 18 6E SE 10899A 911E BD 89 SS F7 This, draviing, has Abe" electrOnically,signed and sealed by Manuel Martinez,.P.E. (FL. tic. 947182) oo}he date-sbovin above using aihA-1 autlieniicationcode.: Noted copies; of ihis dowmerrt ase nvr.coasideted signed 'and sealed and: the SHrtl authemicniioa code. must be 'vetitied on'anv eiecisouic copies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of inc� Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 31 PI 1, or for handling shipping, installation and bracing or trusses.A seal on this drawing or cover page_ . is acceptance of professional engineering responsibility solely for the design shown. The suitability it any structure is the responsibility of the no Designer per ANSI/TPI 1 Sec.2. r e Job Numtier: 36CS00069 Ply: 1 I SEQN: 698462 / T11 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 I FROM: AH DRW. Truss Label: A5GE Wgt 378.0 Ibs I Page 1 of 2 .. / ... 09/10/2018 Loading Criteria (psf) TCLL: 120.00 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 " 6'41 + 13'912 6'4"7 TS"5 8'0"4 8'D"4 TS'S 6'4i I- n'Y ..11.4- SEAT PLATE REQ. SEAT PLATE REO. SEAT PLATE REQ. SEAT PLATE REQ Iva' S 21' F7+ fi2'11 6115 2 6'e"4 + Vr 2 6'11's ( 6711 �•1� 62'11 132' 1 12 19'10" 2510"4 3TS'5 39'8- Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h12 C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bet chord 2x4 SP #1 :BC2 2x6 SP #1: Webs 2x4 SP #3 :W2, W3, W7 2x4 SP #1: Bracing (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 plf at -1.00 to 56 pit at 40.67 BC: From 4 plf at -1.00 to 4 pif at 0.00 BC: From 20 plf at 0.00 to 20 plf at 39.67 BC: From 4 pit at 39.67 to 4 plf at 40.67 BC: 44 lb Cone. Load at 15.17,17.17 Plating Notes All plates! are 2X4 except as noted. Wind Wind loads and reactions based on MWFRS. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. N b 0 taw Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.069 U 999 240 B 434 1197 / - /- ! - / 8.0 Lu: NA Cs: NA VERT(TL): 0.206 U 999 180 BI 1494 / 691 / - /- / - 18.0 Snow Duration: NA HORZ(LL): -0.033 F - - BJ 520 / 248 /- 10 10 18.0 HORZ(TL): 0.059 F - - X 859 / 409 /- /- /- / 8.0 Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.617 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.438 BI Min Brg Width Req = 1.8 BJ Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.746 X Min Brg Width Req = 1.5 FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, BI, BJ, & X are a rigid surface. Plate Type(s): Bearings B, BI, BJ, & X require a seat plate! WAVE VIEW Ver: 17.02.02.1208.15 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 No 047182 y Maximum Bot Chord Forces Per Ply (Ibs) r� Chords Tens.Comp. Chords Tens. Comp. ;P QSTATE F �� � B-AD 338 -107 AB -AA 600 -277 0- 4a"R'rroti3:+`�+o� AD -AC 335 -109 AC -AB 323 -809 AA- Z Z-X 1142 - 518 1145 -516 400165OF 106E SE 10899A91IF 81)89SS F7 This, drawing has, been :eleagonicalIV, A ned and sealed by Manuel Martinez`, P.E. (Fl. is MM2)'oa the dare-shoviri above using ShA-lauthenticationcode. printed'cop!es,'of:this Ootamern are ootrconsidered signed 'and seared and -the SHA-Sauthenticaiiam code must -be vetiried an any eleYtcooic copies. 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! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS �cluire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ji[ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary w BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly iggid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 1310, Kc. ADDIw Dlates to each face of truss and Dosition as shown above and on the JoinfDetails. unless noted otherwise. kefer to line, a division of ITW Buildin Cc ss in conformance with ANSI PI Ong this drawing indicates acc d use +of this drawing for any more infonnation see this iab's general nc for failure to build the g or cover page vn. The suitability Job Number: 36CS00069 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 Wgt: 378.0 Ibs Page 2 of 2 / ._. 09/10120 18 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-BH 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 (Ib ) 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 AN -AO 22 -12 R -BE 142 -100 AP- L 46 -60 BG- T 172 -114 AQ-AR 34 -43 BH- U 88 -119 SERIAL # 400165 OF 111 6E IE 10 99 9A 911F 61) 89 SS F7 %This, drawing, has been electionirdOp;fiSded.and sea!fd,6p Mined: Manioi,4 .KE-(FL.:VG f47igb,06 the �Me,shovfo above using a A71authentication Code. Piked copies;'of this dowoient are nvt conAdeted sloed and seated and the Stlk authemuadi% code must be j vesdieii an`auy elemooic 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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly j attachecJ 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 BuildingqComponents 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 protessiona engineeringg responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Etuiiding Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00069 I Ply: 1 SEQN: 668746 / T7 / HIPS DRW: 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM. AH Truss Label: A6 Wgt 243.6 Ibs / .. 09/10/2018 6'4"9 T10""t9 12'4"7 15' 19'10" 248" ZT3"91 31'9"7 33'3"7 398" 6'4"9 +1'6 r 4'S"14 + 2'7"9+ 4'10" 4'10" + 2'7"9 T 4'S"14 16"r 64"9 J SEAT PLATE REQ. =3X4 =5X6 012X4 =3X4 e!3X6E3X8=3X8a3X6M3X4 f12X4 39'8" 1' 6'2"13 5'10 2 1.1'11"j r 94"8 _l1'1 "j2 5'10"2 6'2"13 + 1207 14' 1 1 2 24'8"4 25' " 1'11 33'S"3 H12 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: II Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL. 10.00 TGDL: 4.2 psf Soffit: , 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber ' Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Contiriuous lateral restraint equally spaced on member. Or lx4 "T" reinforcement. 80% length of web member- Same species & SRB grade or better, attached with 8d Box or Gun (0.113'x2.5",min.)nails @ 6" oc. I Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in 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 Std: 2014 Max BC CSI: 0.663 Rep Factors Used: Yes Max Web CSI: 0.510 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 0165OF 196E1E 10 89 9A 91IF RD 99 SS F7 ' Ibis, drawing hasbeen electronlrafV tipped and stated by .Manuel Martinez, p.L ift lic. 547182) on the date srwvin -above using a SNAd.autherditation code.. Rioted copre's,;of;this document aie rmt:.consideted signed and sealed and, the SHA-1 authentication code. must be velilied odany electronic copies. SEAT PLATE REQ. 39'8* Tt ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1714 / 962 / - / 346 / 8.0 L 1561 /714 /962 /- /- 18.0 Wind reactions based on MWFRS B Min Big 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 - I 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 203B -1025 T - S 2038 - 996 O - N 2466 -1302 S - R 2038 - 996 N - L 2469 -1302 R - Q 1938 - 927 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ U-C 243 -6 G-Q 174 -183 C - T 328 -478 Q - H 742 -465 T - E 289 -162 Q - 1 403 -488 E - R 403 -488 1-0 289 -162 F - R 742 -465 O - K 328 -478 R-G 174 -183 K-N 243 -8 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections 63, B7 or t e. Atict Diates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of miance Win ANS11 i F'l i, or Tor n ,awingg indicates acceptance this drawing for any structure failure to build the g or cover page rn. The suitability Job Number: 36CS00069 Ply: 1 SEQN: 668744 / T6 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: AB Wgt: 212.8 lbs I / ... 0911012018 6'4"9 1 13' 1 19'10" + 26'8" 1 333"7 1 39'8" 64"9 67"7 8'10" B'10" 67-7 6?4'% 12 6 p B oa5X8 !E3X4 D E P O N M I12X4=3X6m3X4 a3X8 a 5X8 F I G �3X4 ti H 4X6(A2) 1 g• L K i =3X4a3X6 012X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 5'9"3 1' 6'10" 6'10" 1' S'9°3 6'2"13 1' f' 82"13 12' 13 19'10" 26'8; 27' " 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 L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 / - / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 1953 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 NCBCLL: 1 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 H Min Brg Width Req = 1.8 .00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.55E Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H -1 j 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per P Wind y-(Ibs) Chords Tens.Comp. Chords Tens_ Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -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 t#t16t#!##f# Maximum Web Forces Per Ply (Ibs � Webs Tens.Comp. Webs Tens. Comp. P - C 244 -4 M - F 370 -243 t fbOMSi p C - N 377 -513 F - L 444 -170 q. ;mod D-N 444 -171 L-G 377 -513 D - M 370 - 243 G - J 244 -6 'AT E - M 300 -381 40016SOF1B6E1E10899A911F61)89SSF7 Vs' dmywmi; has, beem.Uectmuinfly,¢geed and'sealed by 'Mimuel Martiner, P.E. (R.:Liv i47122) oo-the date shown ahave;usinga SHrrlauMemkatioatode. Nimed'copies;;af.this dowment aie hdt{considered signed, 4md sealed im@the SHA•1 auMeotitaiioa.'code. must be vetdicA an'aay elecGonic copse;' "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componenq Safety Information, by TPI an7'SBCA) for safety practices poor to performing these functions. Installers shall provide temporaiY bracing per SCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propeiy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 JoiniDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIT 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 pprofessional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is file responsibility of the building Designer per ANSIITPI I Sec.2. j For mare information see this iobs general notes oaae and these web sites: ALPINE: www.abineilw.com: TPI: www.tonst.orp; SBCAI' www.sbcindustrV.com; ]CC: www.iccsafe.org Job Number: 36CS00069 Ply: 1 SEQN: 668742 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: Al 1 Wgt: 212.8 Ibs .. / ... 09110/2018 6 4"9 11' 16'10"2 21' 22'8" 28'8" 3TY7 47"39'8" 6'4"9 7 510"2 4'114 1'8" 5'11"13 4'7"7 6'4"9 a6X6 102X4 es3X6ID3X4 Zzi5X8 D E F G H I12X4 �3X4 m3X6 =3X8 m3X4 =3X6 =3X4 912X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" F1'T 6'2"13 4'9"3 + 3' F 2'10'2+ 61"9 1 28"5 + 3 A 6'2"13 _l_1� 6'2"13 11' T- 16'10"2 22'11'11 25'8" 28'8" 33'S"3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: I20.00 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): 0.191 E 999 240 B 1561 1718 / 940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 1718 1940 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.132 L - - (T )= B Min Br Width Re 1.8 9 q NCBCLL:;10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J are a rigid surface. i Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B& J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.480 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. Camp. GCpi: 0.18 Plate Type(s): 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 chords 2x4 SP #1 D - E 1683 -2609 I - J 1644 - 2814 Bot chord 2x4 SP #1 Webs 2x41 SP #3 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. Comp. B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M 2133 -1114 R - Q 2133 -1084 M - L 2446 -1361 ffttt f fy f Q - P 2133 -1084 L - J 2448 -1361 MM P - O 2613 -1371 *........., t� was k Maximum Web Forces Per Ply (Ibs) No, 047182 Webs Tens.Comp. Webs Tens. Comp_ S-C 199 -8 G-O C - R 300 - 379 O - H 278 -332 645 -398 +°way D - R 369 -177 H - M 366 -176 D - P 655 -407 M -1 E-P 274 -327 I-L 299 -379 200 -10 a , n *9 .�.••� P - G ill -108 SERIAL# 400165OF 166E 1E 10899A911E RD895S F7 'This 'dtavting-has been erearonicaliyjIgned and sealed by Manuel Martlne4 P.E<(FL LIG 94i182) on the date sbovin -above using a SHA-1 authentication code. Ptinted copies ;of,this:dowineirt, aie oot consldeted signed and sealed and' the SHA-Vautheiditatioa. code must be vetdied on any electiooic copies. **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 Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing pet BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU 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 Buildinh�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing oftrusses.A seal on this drawing or cover page- - listing this; drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. c Job Number: 36CS00069 Ply: 1 SEQN: 668740 / T4 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: At 1 Wgt 219.8 Ibs .. / ... 09/10/2018 11 M V m4X6 3� 64"8 9' 14'2"15 19' 9j0' 25'S"2 30'8" 33'3"8 39'8" i 6'4"8 1 2'7"8 5'2"15 + 4'9"1 10� 57°2 + 5'2"14 + 27"8+ 64"8 m6X6 m3X4 m3X6112X4 =3X4 D E F G H =st e I ICI � T io N 6(A2) I I U T S R Q P O N M 1" 112X4 a3X4 a3X6 a3X4 m3X8 a3X4 a3X6 a3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"12 2'9"4 3' 5'10"9 6 0' 1.11"� 2'9"4 6'2"12 1' F 6'2"12 9' 12' �,111 7� 19,10" F 25'8"10 F 2� 3 33'5"4 39'8" 1' 3'11"7 . Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R 1 U / Rw / Rh / RL / W B 1561 1720 / 921 / - / 223 18.0 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): 0.376 G 999 180 K 1561 1720 1921 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 M - - Wind reactions based on MWFRS i Des Ld: 37.00 EXP: C HORZ(TL): 0.141 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft CreepFactor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.393 Bearings B & K are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 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 Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02:02.1208.15 A - B 27 0 G - H 2O29 -3248 Wind Duration: 1.60 WAVE Lumber B - C 1669 -2806 H - 1 1669 -2952 C - D 1625 -2566 I - J : 1625 -2566 Top chord 2x4 SP #1 D - E 1870 -2953 J - K 1668 -2806 Got chord 2x4 SP #1 E - F 2029 -3248 K - L 27 0 Webs 2x4 SP #3 F - G 2029 -3248 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2440 -1350 Q - P 2986 -1621 U - T 2438 -1350 P - O MW -1215 1511(f)aftti T - S 2260 -1186 O - N 2260 -1216 S-R 2260 8 R - Q 2986 -16111 M - K 2440 -1379 (3 g Maximum Web Forces Per Ply (Ibs), Webs Tens.Comp. Webs U-C 164 -12 Q-H Tens. Comp_ 338 -191 ME OF AJ C-T 255 -276 H-P 1383 -527 J.A� ' D - T D R 299 -205 940 564 P - 1 N J 1940 255 -564 276 4 OR ..... - - - oQY J-M 300 1164 -205 E-Q 338 -191 -14 G - Q 232 - 308 400165OF 186E1E 10899A911F 0089 SS 17 � Thir drawing has been eleatonicapy,signed and sealed by Manuel Martinez, P.E.'(FG,LiL C47182) on -the date AIovin above. usinga SHA-1auMenticatldo code.- i Printed' copie`s,`o(�thls, Aowmem are noticonsideied signed and sealed and zhe SHA 1'authentita'doo code. must Le vci11iidQ` o'electronic copies: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exfreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide ter)lporarryy 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, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuiMing Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIltPi 1, or for handling shipping, installation and bracing of t usses.A seal on this drawing or cover page. _ j listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's General notes Dane and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org: SBCA www.sbcindustry.com; [CC: www.iccsafe.orq a � Job Number: 36CS00069 Ply: 2 SEQN: 6687381 T26 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt: 259.0 Ibs .. / ... 09/10/2018 7' + 11'S"1 + 15'87 1 19'10" 1 23'1t"9 1 28'2"15 32'8" I 39W J 7' 4'5"1 4'3"5 4'1"9 T'14 4'3"5 4'S"1 7- 12 T 6� o , 1 =,4X6(A1)B 33 SEAT PLATE REQ. �1 T 7'1"12 7'1"12 %7X8(R) !m3X4 C D R Q P 1112X4 m4X4 =7X8 3.11.13 1, 443 11,119 15'4"15 =7X8 n3X4 `J 0/7X8(R) F G He I w O N M L m3X8 m7X8 m4X4 1112X4 39'8" 4'S"1 4'S"1 4'3°SST 34 19'10" + 24'3"1 + 28'6"7 3Z6"4 T :NWJ4X6(A1) � K8'8" SEAT PLATE REQ. 7'1"12 �1. 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: .20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG 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 1- / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.750 F 925 180 J 3140 / 1428 / - / - ! - 18.0 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 L 0.103 C - - (T) B Min B Width Re 1.5 q NCBCLL: ;0.00 Mean Height: 15.00 It Code / Misc Criteria Cree Factor: 2.0 P J Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: 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: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.300 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): 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 C - D 1747 - 3901 H - 1 1747 - 3901 Top chord2x4 SP #1 :TC2 2x6 SP #1: , D - E 2044 -4569 I - J 1439 -3179 Bot chord �2x6 SP M-26 E - F 2150 -4803 J - K 13 -10 Webs 2x4 SP #3 : W2 2x4 SP #1: Nailnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.128"x3", min. nails Chords Tens.Comp, Chords Tens. Comp. Top Chord: 1 Row @12.00, o.c. B - R 2815 -1263 O - N 4605 -2068 Bot Chord: 1 Row @12.00" o.c. Webs ::I 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. ttftfl37 tt#�ia�F P - O 4605 -2068 L - J 2816 -1263 Loading �� .. �.; j �yV Maximum Web Forces Per Ply (Ibs) #1 hio supports 7-0-0 jacks with no webs. *��"4����'� Webs Tens.Comp. Webs Tens. Comp. Wind � � ��'. �" �` C-R 308 -63 O-G 256 -106 Wind load's and reactions based on MWFRS. C - Q 1391 -624 G - N 270 -418 Q - D 442 - 797 N - H 788 - 342 D - P 788 - 342 H - M 442 -796 �y P - E 270 -418 M -1 1391 -624 E-O 256 -107 L-I 308 -64 F-O 189 -235 400165OF 18 6E 1E 10 89 9A 911F BD 89 SS F7 This drawing has been _etectionica8y;signed and seated by Manuel Man!net, P.E'(FL tiu i47182) on the date shovin ,above using a SHA-lauthentfcation cod& Printed iopies„of'this ,doamen aie not -considered signed and sealed and, the SHA•1 autheidication'code must be verdied oriany electronic 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, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI anc7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathinccl1 and bottom chord shall have a propperly attachuripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or t as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinff��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 engmeen g responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. A Job Number: 36CS00069 Ply: 1 SEQN: 668718 / T2 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW. Truss Label: B1GE Wgt 134.4lbs .. / ... 09110/2018 Im �1' 198" 21'4" 10'9" Z8" --+1'4" (TYP) I E34X4 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 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_ 21'4" 21'4" 1' 1 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc Udefi U# ♦ Maximum Reactions (Ibs), or *= Loc R / U / Rw i Rh / RL LF I 1 W p* 81 / 37 / 39 /- / 11 �1255 Pt NA Ce: NA VERT(LL): -0.001 H 999 240 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply, (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Camp. A - B 27 0 1-1 304 -24 Rep Factors Used: Yes Max Web CSI: 0.088 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 i VIEW Ver:17.02.02.1208.15 WAVE D -E 105 -71 L-M 154 -43 40Of 6S OF 18 6E 1E 10899A 911F.9D 89 SS F7 : his drawing has heed :eitctionjcaaq;s(gneA,and seated by Manuel, Martinez, P.&-(FL11G, 947102) an the. date shown ,above .using a s11A-1aotheatitation code., Piimetl cones; of this'doCoySent are'not{constdefed s!gned aad seated ainl•the Stirrl"enthen[ico[tah ode must -be` :verdted.an any elemomc copies. � E - F 153 -50 M - N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 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 (Its) Gables Tens.Comp. Gables ens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD 88 - 65 V - K 153 -73 E -AC 101 -74 U - L i100 -73 F-AB 100 -73 T-M 1101 -74 G -AA 153 -73 S - N 188 - 65 H-Z 187 -83 R-O 1174 -103 X-1 0 -162 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 fabricafingg handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anr7'SBCA) safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (iefer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin(q� Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI! fPl 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes pageand these web sites: ALPINE: www.al inedw.com' TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iasafe.o Job Number: 36CS00069 Ply: 1 SEQN: 668719 / T15 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW. Truss Label: 131 Wgt 103.6 Ibs / ... 09/10/2018 T10"7 1018" 13'5"9 21'4" 2'9"9 2'9"9 T107 Da4X6 1112X4 =3X4 =3XB AZX4 SEAT PLATE REQ. SEAT PLATE REQ. 21W J 1, y T8"11 175 2'11"5 T8"11 TB"11 9'4" 13'T'5 21'4" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udefi 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 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 J 999 180 F 805 1360 / 463 / - / - / 8.0 BCDL: 110.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des WE37.00 EXP: C HORZ(TL): 0.029 G - - B Min Brg Width Req = 1.5 NCfit: , �1 00 Mean Height: 15.00 ft TCDL: 4.2 Code / Misc Criteria CreepFactor: 2.0 F Min Brg Width Req = 1.5 Soffit: 2.00 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.655 Bearings B & F are a rigid surface. . Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.436 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.500 p Chord Forces Per Maximum Top Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp.Chord 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 D - E 1065 -933 Lumber ' B - C 1138 -1276 E - F 1187 -1281 Top chord 12x4 SP #1 C - D 1038 - 932 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Wind B - J 1066 - 865 H - G 1068 - 859 Member design based on both MWFRS and C&C. J - I 1062 -664 G - F 1072 860 I - H 1062 - 864 Maximum Web Forces Per Ply (Ibs) ;tiittl�dlf{f�. Webs Tens.Comp. Webs Tens. Camp. J - C 288 -55 H - E 608 -515 C-H 600 -505 E-G 290 -80 w . 671B D - H 790 -905 SERIAL# 4001650F 1B6E IE 10999A911F RD 89 SS F7 This drawing has been'electronica8g signed and sealed'by Manuel Martinez, P.E. (F4 Lic. 947182) on the date drown -above, uslog a SHA-1 anthemication code. Piinted'[opies,pt ;this OocaineM atelniitconsidered signed and sealed and, the SHA-1 authertticationcode must be vetNied on;any electronic 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, bV TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ 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. (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 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e- listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of, this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o - SBCA : www.sbcindu .com; ICC: www.iccsafe.org Job Number: 36CS00069 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: C1GE T 7' Ply: 1 SEQN: 668720 / T3 / GABL Qty: 1 FROM: AH Wgt: 78.4 Ibs 14' T 1'8" —'}' fTYP1� 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 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 91 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_ 14' t DRW: . / ... 09/10/2018 14' 1, 14' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.001 F 999 240 ♦ Maximum Reactions (Ibs), or *=PLF Loc R / U / Rw / Rh / RL ! / W B* 84 / 39 / 40 / - / 12 � / 168 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 Big 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. Camp. A- B 27 0 G - H 213 -26 Rep Factors Used: Yes Max Web CSI: 0.061 FT/RT:20(0)110(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 -89 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Chords 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 A. �, �' (Ibens. �� ••� s *j 4r G blesurTens6Comp. Gabels Comp. � 'C-V 122 -56 Q-H 205 -83 , 0471 "+ p. D-U 115 -75 P-I 159 -72 k E-T 159 -72 O-J 115 -75 +" F - S 205 - 83 N - K 122 - 56 01%. TA O G - R 13 89 40 0165 eF SB 6E iE 1b 89 9A 911E BD 89 SS F7 lhir drawing has: been efemonically;signed and sealed by Manuel Maninee;, P.E.;(FL Hu. t4riB2),on the date shown above using a:SHA-1 authentication code. Plinted'copies;'ot .this.dotuinent are nottconsideredsigned sand sealed and.the SHM1'aurbemicasioo code must De 'verified on'aMr etecaod!c copies. � ' � 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, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ana'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 propperly attached 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 Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions., j Alpine, a division of ITW Buildin�iL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professlona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. F Number: 36CS00069 Ply- 1 SEQN: 668721 / T14 / SPEC B 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: ss Lapel: C1 Wgt: 50.4 Ibs / ... 09/10/2018 7' 7' C=5X6 1112A4 14' 7' SEAT PLATE REQ. SEAT PLATE REQ. 14' 1 7' 7' 7' 14' Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# LOG R / U 1 Rw / Rh / RL I W TCDL: 1 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 /- 1158 / 8.0 BOLL: 1 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 1234 / 304 / - / - / 8.0 BCDL: 110.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ TL : 0.011 E - - ( ) B Min Br Width Re 1.5 9 q NCBCLU 10.00 � 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria Creep Factor. 2.0 P D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.422 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 Maximum Top Chord Forces Per Ply (Ibs) I Loc. from enwa dll: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 C - D W9 -738 Lumber B - C 777 -739 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens_ Comp. Wind I B-E 598 -5W E-D 598 -536 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 No 047102 1#' OF `off<c"�.�:..*.:�a;''a'•. acnta�,'s 400165 OF 186E 1E 10994A 911E 8D 89 SS F7 `7his•diawinghas, been elearomcafly,sigoed and sealedby Maned Martinez; P.6•(rh:dL #47102).on the date shown above using a SHA-1 authea icaliaatMe.. Primed'ioDies„o this Oowment are not considered signed, 'and seakd and- the ySHA-I mnheoacatioo, code must. ;be 'vef ieidon`a e(eitianiccoPie;;, `WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nemgt Safety Information, bV TPI anr7'SBCA) toi safety practices prior to pertorming these functions. Installers shall provide temporanrv+ per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly rJ rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, cable. Appty phates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW BuildinccLLComponents 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 Dane- thi's drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility ;e ;of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job Number: 36CS00069 Ply: 1 SEQN: 668722 / T29 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: D1 Wgt: 37.8 Ibs / .. 5' 10, 5' S' 1 C=4X4 12 6 Ln CM 2X4(A1)B �13=2X4(A1) � A F 148-8- 1112X4 1' S 5' 1' 5' 10, 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 I/ W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 F 999 240 B 438 / 224 1424 / - 1134 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.016 F 999 180 D 438 1223 / 259 / - /- / 3.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.005 F - - B Min Brg Width Req = 1.5 NCBCLL: 00 Mean Height: 15.00 ft Code I Misc Criteria CreepFactor. 2.0 D Min Brg Width Req = 1.5 2. Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.282 Bearings B & D are a rigid surface. 9 9 ! Load Duration: 1.25 MWFRS Parallel Dist. 0 to h/2 TPI Std: 2014 Max BC CSI: 0.253 Maximum Top Chord Forces Per P (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.090 Chords Tens.Comp. Chords ens. Comp. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A - B 27 0 C - D 780 -492 Wind Duration: 1.60 WAVE VIEW Ver: 17,02,02.1208.15 B - C 814 -492 D - E 27 0 Lumber Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - F 420 -595 F - D 420 -595 Wind Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply (Ibs Webs Tens.Comp. Left bottom chord exposed to wind. C-F 302 -416 4001650E 1B 6E 1E 1t1899A 911E 81) 89 SS FT This, drawing. has been etettionically signed amd sealed,6p Ma'nud Martinei, P.E.¢l.',tit. SA7182yao the ddeshovrn -aboveusing a SHrrlauthenticatidn-code., j Primed, coples ;of this, dowment are not considered signed •and sealed �aw,the SHrr-autneatitotloa code,muu'Ae .verdied.an an9.electronic copies. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV 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 sheathing and bottom chord shall have a progePly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalied per BCSI sections B3, B7 or 8810, 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 Buildintt��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. For more information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.mm; TPI; www. inst.o ; SBCA www.sbdndu .com; I= www.icasafe.o Job Number: 36CS00069 Ply: 1 SEQN: 668735 ! T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW. Truss Label: D2G Wgt: 44.8 Ibs / ... 09/10/2018 fi 3' A. 7' 10, 3' 4' 3' 12 C -5X6 �6 I I ZA1+ = 3A'+ 10, T <n M N 1' 31"12 3'1 '12 3'6"12 3'3"8 6'8"8 10, 1 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 120.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.010 G 999 240 B 500 / 238 ! - 1- ! - / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.028 G 999 180 E 501 / 239 ! - /- / - / 3.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: I37.00 EXP: C HORZ(TL): 0.008 G - - B Min Brg Width Req = 1.5 NCBCLL: 0.00 Mean Height: 15.00 it Code / Misc Criteria CreepFactor. 2.0 E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.171 Bearings B & E are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.150 Spacing: 24.0 " 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)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 -20 D - E 309 -693 Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 B - C 306 -694 E - F 27 -20 Lumber C - D 249 -611 Top chord:2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4iSP #3 Chords Tens.Comp. Chords Tens. Camp. Loading , B - H 592 -252 G . E 592 -255 #1 hip supports 3-0-0 jacks with no webs. H - G 602 - 249 Wind r1aximum Web Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. Left bottom chord exposed to wind. ut C - H 102 0 G - D 107 0 a� N A% OF SERIAL # 1 40 0165OF 18 6E1E 10 89 9A 911F OD 89 SS F7 7 lis•dratving has been .electronically signed and sealed by Manuel Martinez' P.E. (FL. tic. 947182) on the date shown aboveusing a SH4-1authentication code. Punted copies, uCtbis document are not considered signed and seated and the SHIM authentication code must be 'vefAieO on.any eiecimuic copies. I —WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! `,*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen ISafety Information, bVy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. f efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinccL�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 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 1 Sec.2. For more information see this iob's cieneral notes page and these web s@es: ALPINE: www.al inedw.com: TPI: www.tpinst.org'SBCA www.sbdndu .coo' ]CC: www.iccsafe.org Job Number: 36CS00069 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: VB Wgt: 25.2 Ibs / ... 09/10/2018 3'11"8 7'11" 3'11"8 3'11"8 12 B=4X4 T 6� iv =3X4(D1) �=m-3M(Dl) A C rl Li 9 6"3 -ata E 1 D 1112X4 7'11" 311"8 3'11"8 3'11"8 7'11" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL I / W E` 75 / 28 / 36 / - / 8 195.0 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: II Snow Duration: NA HORZ(LL): 0.004 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.005 D - - Bearing A is a rigid surface. Code / Misc Criteria 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 p PI Ibs y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.115 Chords Tens.Comp. Chords Tens. Comp. 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 it FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per P'y (Ibs) VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE 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. 0. ®>�0.�a�.4�J�®� +. w j• A Fw. t � t� SMIAiO 400165 OF IB 6E 1E 1089 9A 9i IF BD 89 SS F7 "7Wa'diawing has been .electfomialty,signed and seated by fdanuel Maninet,' P.E'(FL*VL 947102) on -the date shown above using a sM-iauthentication .code. Vdated copies,uf this,do[omerd:a.ie"not.consideied signed "arid seated and! the 5BA-1'authe,ttication, fade most :be ,verified on"arvrekRtonigcoQies.. 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 acid follow the latest edition of BCSI (Building Component Safety Information, b TPI an9'SBCA) r safety practices pnor 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 Locations for lateral have bracing installed BCSI sections B3, B7 or 810, attached rigid ceiling shown permanent restraint of webs shall per as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A this drawing 1 truss in conformance with ANSI PI 1, or for handling shipping, and of seal on or cover page- - listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The su bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: wane. inst.o ; SBCAI' www.sbdndu .coin; ICC: www.jccsafe.orq Job Number: 36CS00069 Ply: 1 SEQN: 698394 / T12 / VAL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: JAH DRW: Truss Label: V4 Wgt 16.8 Ibs / ... 09/10/201 B L 111"8 3'11" J r 1'11"8 } 1'11"8 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: j10.00 Des Ld: 37.00 NCBr,LL: 10.00 Soffit '2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. i Additional Notes See DWG VAL160101014 for valley details. a division of 12 6 B=3X4 3X4(D1) =3X4(D1) A C 10'6"3 D 3'11" —I 3-11" 3-11" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# PE NA Ce: NA VERT(LL): -0.003 999 240 Lu: NA Cs: NA VERT(TL): 0.009 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL): 0.002 - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.057 TPI Std: 2014 Max BC CSI: 0.070 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 'SERIAL# 40 0165 OF SR 6E 1E 10 99 9A 911E BD 89 SS F7 This+drawing has been ele[tronita0y signed and stated by Manuel Martinez; P.E. (Fl. {hc. &r7102) on the date shown .above usinga SHA-iauthenticallon code, Primed topiti„of ,this:dowmeat..aie oot'[oasideredsigned and sealed and, the SHA•1 authentication. code must be vecHied pn`any elecaoaic [opieii ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL /W D" 75 / 22 / 36 /- / 6 / 47.0 Wind reactions based on MWFRS D Min Brg Width Req = - Bearing A is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 187 -163 B-C 187 -163 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 160 -148 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4T" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ma ion by TPI anQ'SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporary s noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a preper y xations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 63, B7 or 610, 3tes to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. (2efer to ,I Pt 1,ortor n acceptance any structure failure to build the g or cover pane in. The su' bilhty Job Number: 36CS00069 Ply: 1 SEQN: 6984571 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 -17 T TCV) :t LO _L 0) 8r$n SEAT PLATE REQ. AL 2' - 2r 21 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) DefIICSI 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 B 87 / 69 1144 / - / 64 / 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 44 130 141 ! - /- / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - B Min Brg Width Req = 1.5 Code I Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P D Min Brg Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.094 Bearing B is a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.022 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.026 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft F f/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Yens. C GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 13 0 B - C 4 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Hangers I Ties Simpson Construction Hardware is specified based on the most current information provided by 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: 1'9" Bearing D (17, 8'8") HUS26 Supporting Member: (1)2x6 SP #1 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Wind Member design based on both MWFRS and C&C 40 0165 OF 19 6E1E 10 89 9A 91IFBD 89 SS F7 `this+drawing has been:elearonicany,signedand,sea_ted,by Minuet -Martine c, P.E. (FL,lic. & iQ$ no the date i1i win ,above using a SHA-1 authentication code.. Punted capiei.;of .�t6is dotoioewaie not-coniideied siined 'and seated and, the _SHA 1 authentication code,must .'be verNied odany elect oW Copies: 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 ' I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insTalled per BCSI sections B3, B7 or 10, as applicable. Apply prates to each face of truss and position as shown above and on the Join{ Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover pia�ge, _ listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's neneral notes oacie and these web sites: ALPINE: www.alpineilw.00m; TPI: www.tpinst.org; SBCA: www.sbdndustry.com; ICC: www.icCsafe.org -38 i Job Number: 36CS00069 Ply: 1 SEQN: 668724 / T19 / EJAC I 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW. Truss Lalpel: EJ7 Wgt: 23.8 Ibs .. / ... 09/10/2018 C 12'2"11 12 6 M O rn M =2X4(A I B A D SEAT PLATE REQ. 7' - -I 7' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - ! 173 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: '0 ' 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - ! - / 1.5 BCDL: ;10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 191 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ L 0.025 D - - �) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: ;10.00 Mean Height: 15.00 ft Creep Factor 2.0 B Min B Width Re 1.5 r9 q = Soffit: 2.00 TCDL: 4.2 sf P BCDL:5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Big Width Req = Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.368 C - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.000 seat p 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 Com Chords Tens Com PP• Lumber A-B 27 0 B-C 77 -151 Top chord ,2x4 SP #1 Bot chord 2x4 SP #1 I Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 «RNo0471 --at -P m TAT F IF' 40 b165 OF IS 6E 1E 1009 9A 911F BD 89 S5 F7 This drawing- has been electronkarq',signed and sealed by Manuel Martine:; M jFL tiu. 84f11V) on the date sbown above using a SHN-iahthemication code. Primed ;copies; of �this'dowmein.:aie'nat'considered-signed I nd sealed and' they SHA•1 authenticationnode must be ver8ied oo any elemooic 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) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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. kefer 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,arly failure to build the truss in conformance with ANSI �i PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this'drawingg indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's general notes pope and these web sites: ALPINE www.alpineitw.com; TPI: WWW.tjNnSt.ori; SBCA: www.sbcindustV.com; ICC: www1ccsafe.org t Job Number: 36CS00069 Ply: 1 SEQN: 668725 / T23 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 6 FROM: AH DRW: Truss Label: EJ7A Wgt 21.0 Ibs .. / ... 09/10/201B T3 2X4(A' SEAT PLATE REQ. 5 ti B Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh ! RL 1p A 270 179 / 188 /- 1151 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 128 / 21 1104 / - / - b1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - B 174 / 135 195 / - ! - /1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.027 C - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 1 Height: 15.00 ft 9 CreepFactor. 2.0 A Min Brg Width Req = 1.5 .00 Sofflt: 2.00 TCDL: 4.2 pst BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.505 C Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Bearing A a rigid surface. Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. r Loc. from endwall: not in 4.50 ft FT7RT.:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 400165OF 186E 1E 10899A 911F8©8955 F7 "ihls'drawing has been. eleasonitany,styned:and sealed -by 'Wouel Mardeeg P.E"fFl. Lk. iWlk) o the,date,sdowo -above ustag a 511A=1 authentication code. PnmeA'topie_s;;of thii daitiiaerrt arc srot4cousidered signed and sealed and, the SfiA3 autliemicatiun. code must be �vetdied odaoy elettiouittopies, , or s ens. F. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling] shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and 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 attachetl rigid ceil!ng 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. (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 shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engmeen g 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/TP11 Sec.2. Fnr more information see this lob's general notes oaae and these web sites: ALPINE: www.alDinenw.com: TPI: twrw.tvinstorci: SBCA www.sbcindustry.com: IM wwmitxsafe.o Job Number: 36CS00069 Ply: 1 SEQN: 668726 / T32 / EJAC I 4EBB 1828-Cali "D" LL OL /DR Horton 14EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: EJ3A Wgt: 12.6 Ibs / ... 09110/2018 IQ 1 UZI 1 CM O LA CV 81811 31 1l aTe _ I j 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 120.00 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 Pf: NA Ce: NA VERT(LL): NA B 193 / 93 / 202 / - / 86 / 3.5 BOLL: - 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 133 173 / - / - 11.5 BCDL: 110.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 50 / 35 / - / - / 1.5 Des Ld: 3 EXP: C7.Op HORZ(TL): 0.003 D - - Wind reactions based on MWFRS NCBCLL: 110.00 Mean Height: 15.00 ft TCDL: 4.2 Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.5 Soffit: . 2.00 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.071 C Min Brg Width Req = - gearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 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 Lumber ' A-B 27 0 B-C 29 -105 Top chord SP #1 Bot chord 2x4 x4 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 04719 STATEa�.441 .s�833#dY1�" SERIAL# 40 0165OF 186E IE 10899A 911E 8D 89 SS F7 i <This'dravnng has been elettionica8y signedand sealed by Manuel Martinet, P.E. (FL'lio 47182) an the date sboein above using SHA-lauthetdlcation code. I Primed copies. of ,this Oowmeig;.aie not considered -signed and sealed and the SHA3 auMetditatiou. code must be vet8ied adany eltRtonit copief: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '" ].MPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regqtiire 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 o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer 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 ANSIfI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use ofi this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'oUs general notes page and these web sites: ALPINE: www.al inedw.com; TPI: www inst.o ; SBCA: www.sbcindu .com; [CC: vmmimsafe.org Job Number: 36CS00069 Ply: 1 SEQN: 668727 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ5 Wgt: 16.8 Ibs / ... 09/10/2018 C 77 12 11'2"11 6 M � O a— in CV 2X4(A1) B c— 88 A D SEAT PLATE REQ. 1_I_ 5 5' Loading Criteria (pall Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 263 196 / 208 / - / 129 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193 / 62 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ L 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it�) TCDL: 4.2 psf Creep Factor: 2.0 B Min Br Width Re — 1.5 9 q Min Brg Width Req = Soffit: 2.00 BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.309 D - C Min Brg Width Req = - � Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.1B2 Bearing B 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 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02A2.1208.15 Chords Tens.Comp. Chords Tens. Comp_ Lumber A- B 27 0 B- C 53 -120 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Farces Per F ly (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 �;#It9tgJ, ,GEN As 'gR9r q4#RY: t, 04 162 ; �t QY q $-MT�ii O �si�+i�B�Y✓:Ea4 ��� SERIAL# 40016SeF106ELE10899A911E01)89SSF7 � lhis•diawing. has been electioni@ny,signed and sealed by Manuel Man!nec, P.E. { tL 16 t447182) on thedate shovin ,above using a SHA43otbeadratian code. Punted iopies N.this ,powment, ase'ooYconddered signed and sealed and the SRM1-1 aathem!catioI.a codemust De rveri}ied gpany elecuomc,caQ. as. *'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, byV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bottom have a bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and chord shall Locations for lateral restraint of webs shall have bracing installed per BCSI sections properly B3, B7 or B10, attache�ripid ceiling shown permanent as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. j Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure bracing tivsses.A this drawing to build the or cover e_ truss in conformance with ANSI PI 1, or for handling shipping, installation and of seal on listing this drawing, indicates acceptance of processional engineering responsibility solely for the design shown. and use of this c7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. pa , The suitability Far more information see this iob'a general rotes page and these web sites: ALPINE: www.al ineltw.com; TPI: www. inst.o ; SBCA: www.sbcindu .mm; IM www.iccsafe.o I Job Number. 36CS00069 Ply: 1 SEQN: 66872111 T17 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW. Truss Latiel: BJ3 Wgt: 12.6 Ibs .. I ... 09/1012018 T SEAT PLATE REQ. C T77 10'2"11 CM O LO C14 8'8" o 3' J 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 120.00 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): NA B 193 / 76 / 162 / - / 86 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 / 41 / - ! - 11.5 BCDL: 110.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 151 / 30 ! - / - / 1.5 Des '37.00 EXP: C �L 0.003 D - ) HORZ - Wind reactions based on MWFRS NCBCL L: '10.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep Factor: 2.0 B Min Br Width Re 1.5 9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Big Width Req = - = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 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: 17.02.02.1208.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -105 Top chord12x4 SP #1 Bat chord 2x4 SP #1 Maximum Bat Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and CBC. B - D 0 0 40 0165OF 106E-1E 1089 9A 911F OD 89 SS F7 This, drawing has been electronically signed and sealed by Manuel Martinez, P.E'iFl. LIc, Gir18?a on the date shown -above,usinga 9HA-lauttetrtica8on code. Punted'copies,:af [Nis docuineid.'#e not,conddeied. signed and sealed and, the SHIi-1 auNentitationcode must be . vefified on any. elettrodic copes. "'WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re9u!re extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Components 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 sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq 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 Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a dMsion 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 handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this'drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sires: ALPINE: www.alpineitw.com; TPI: wnw Apinst.org; SBCA: www.sbcindustrV.com: IM www.iccsafe.org Job Number: 36CS00069 Ply: 1 SEQN: 668729 / T18 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 09/1012018 12 6 F,� C 2X4(A1) B A D SEAT PLATE REQ. —F T A--, 97-11 cM O to r r 81811 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 150 / 77 1145 ! - / 42 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 28 125 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.000 D - (T )� Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Big Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24,0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web 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 (lb. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T or s ens. omp. ors ens. Lumber I 28 A-B 27 0 B-C Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and CSC. 0, 047i92., STATE OF sSERIAL4 400165 OF 106E 1E 1089 9A 911E BD 89 SS F7 `Thin drawing has,been electionically,iigned and:sealed by htanud Maninei. P.L im'Lici 947182) oh'the date i"n Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 �abcve.usinga SHA-lautAentication code. i Ptimed eopies;;af .Nis dainaient'aierrot[olKidered: signed ,and sealed amr'the 91A•1 "authemicativn code must be VOW .on;any eiectlou!c cupief. - *"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 fabricatin , handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Componeng Safety Information, byV TPI an� SBCA) fo'r safpety practices prior to performing these functions. installers shall provide temporarryy bracing er BCSI.. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attache �ripid 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. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildint��LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. -19 i Job Number: 36CS00069 Ply: 1 SEQN: 668730 / T20 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW. Truss Label: BJ1A Wgt: 11.2 Ibs / ... 09/10/2018 4"3 1 n 12 6 2X4(A1) B \C 9'2" 11 CM O LO 89811 1 r SOL 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: I20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in lot Udell U# Loc R / U 1 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- / - / 1.5 BCDL: 110.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C -14 125 / 22 1- 1- 11.5 Des Ld: 137.00 EXP: C HORZ(T) L 0.000 D - - Wind reactions based on MWFRS NCBCLL:I 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Br Width Re = 1.5 9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = = Load Duration: 1.25 psf 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)/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 Lumber ' A - B 27 0 B - C 27 -19 Top chord 2x4 SP #1 Bot chord 2x4 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. 047102 Op ;.STATE OF 40 0165OF 23 6E-1E 1089 9A 911E BD 89 SS F7 This, drawing has been electionirany,signed and sealed by Manuel, Martinez, M 01. sic. =102) on the date shown ,aheve,using a SHA3authemicatian code. Pdated toples,of this.dotumeni`aie notsonsidefed signed and seated and•tbe Stth-1 authentication code roust be vefitied on;any electipuio copies. I `*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, handling shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing peri BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shalt have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincLComponents 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 pa e_ listing thisidrawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more infornnation see this loVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www.tpinst.org- SBCII' www.sbandu .tom; ICC: www.iccsafe.org , a Job Number: 36CS00069 Ply: 1 SEQN: 668732 ! T21 ! HIP_ 4EBB 182E-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: AH DRW. Truss Label: CJ7 Wgt: 42.0 Ibs / ... 09/1012018 6'3" 9110"1 6'3" 3'7" D 4.24 12 03X4 C 127'6 _v ih 2X4(A1) B A U =5X6 F E 111�3C4 SEAT PLATE REQ. 61"4 T 3'2" i6"�v3 6'1"4 9'3"4 9'101 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in hoc Udell U# Loc R ! U / Rw / Rh / RL ! W B 330 / 208 /- /- /- / 10.6 TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 /- 10 / 0 / 1.5 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.004 F -, D 29 / 14 1- /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.008 F - �) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Br Width Re 1.5 9 q Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = Bearing B a rigidseatsurface. Spacing: 24.0 " P g C&C Dist a: 3.00 R Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. r Loc. from endwall: Any FT7RT: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 14 -11 C-D 55 -72 Top chord 2x4 SP #1 B - C 330 -650 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Special Loads Chords Tens.Comp. Chords fens. Comp. 0 0 -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) B - G 604 -290 F - E TC: From 0 pif at -1.41 to 55 pit at 0.00 G - F 591 - 288 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.41 to 4 pif at 0.00 BC: From 2 plf at 0.00 to 2 pif at 9.84 Maximum Web Forces Per Ply (Ibs) TC: -7 lb Conc. Load at 1.41 yxtt �;tlft+Yp r Webs Tens.Comp. Webs fens. Comp. 345 709 TC: 128 lb TC: 238 lb Conc. Load at 7.07,y��;;„jOy� ne. Load at 4.24 G - C 286 -47 C - F BC: 23 lb Conc. Load at 1.41� °; oN`L�'+ BC: 103 lb Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 No 0471 , Wind Wind loads and reactions based on MWFRS. %V ; STATE OF a r ,SERIAL# 40 0165OF 16 6E 1E 10 89 9A 911E BD 89 SS F7 @This, drawing has been.ehectronira0y,signed and sealed by Manuel Marline:, P.E. (FLllius47182j oo t6e date shown .abave.usinga SHG•l authentication cote. Ptime&copies. pt g.dociment. ate'ooticonsideredsigned ,.and seakd and`the SHAd auchenticaciun Eade.must be �verNied 9rtaey eiemoofc,coptes. "`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 Component Safety Information, byV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide of BCSI (Building 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 610, as applicable. Apply phates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer 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 bracing trusses.A this drawing to build the or cover truss in conformance with ANSI> I PI 1, or for handling shipping, installation and of seal on 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 ANSI1TPI 1 Sec.2. For more information see this' es general notes page and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA www.sbcindu .com; ]CC: www.icesafe.org Job Number: 36CS00069 Ply: 1 SEQN: 668733 / T25 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ3A Wgt: 16.8 Ibs 1 ... 09/1012018 C 12 4.24 T 1 0'2"0 L a� ti 2X4(A1) B N i � 8t8n A D �--- 1 t5n Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 17.00 Speed: 160 mph BCLL: j0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit '2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 Spacing: 24.0 " CSC Dist a: 3.00 ft 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. 4'2" 3 4'2" 3 J Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 84 145 / - / - / - / 3.5 Lu: NA Cs: NA VERT(TL): NA C 64 / 48 /- /- / - / 1.5 Snow Duration: NA HORZ(LL): 0.001 D - D 28 /- l 7 1- I - / 1.5 HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC ,CSI: 0.091 C Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.052 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: No Max Web CS 1: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A-B 9 -6 B-C 21 -16 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 Z No 047102 M[ R F 400165 OF 19 6£ 1E 1099 9A 911F 8D 89 SS F7 `This^ drawing- has been electronically signed and sealed by Manud Martinez, P.E (R. lic. 54722)'an the date shocin :above using a SHA-lambentication.code. i Printed topies,of.this:dowment aie omt Coasidered signed And sealed amb the SHA•1 atthenvcation. code must be veibied onauy electronic copies. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recc7tu"' 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 olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply prates to each face_ of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer 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 ANSIII PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes a and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbdndu .con ICC: www.iccsafe.o 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-- - n.., ran ,.min Ln, 4 cz,v t_ 15' Mery Heinht. P-blatly Fnclosed. Exoosure D. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace w (2) 2x4 'L' Brace No (1) 2x6 'L' Brace r (2) 2x6 'L' Brace X11 Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P r #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' V 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' C Q H F Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' ill 9' 6' 10' 4' it, 1' 1 14' 0' 14' 0' 01 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' 03 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' (U D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 6' 4' 8' it, 9' 8' 10' 4' 13' V 14' 0' U_ #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' Ill 0' 13, 11' 14' 0' 14' 0' 14' 0' ..p _ r S P r #3 4' 2' 7' 1' 7' 9' 8' 9' `, 1' 10, 5' to, 10, 13' 9' 14' 0' 14' 0' 14' 0' U u (- Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' I 1 f Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' f� #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' S #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' 14, 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10161 10, ill 13' 4' 14' 0' 14' 0' 14' 0' D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' lo' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' to, 10' it, to, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' S' 9' 8' 10' 0' IS' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Lf .� U O 1-I H F Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Il' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1. 5' 1' 8' S' 8' 8' 9' 11, 10, 3' II' 9' 12' 3' 14, 01. 14' 0' 14' 0' 14' 0' X S P #2 4' 10' e' 3' 6' 7' 9' 9' to, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' to- 9' 8' 10' i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 7� D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11, 7' 12, 0' 14' 0' 14. 0' 14' 0' 14' 0' c-+ Standard 4' 7' 6' 6' 6' 11, 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' ' Aliout� able Truss Dlagona( brace option vertical length may be doubled when diagonal 11f8i brace Is used. Connect diagonal brace for 60011I ' at each end. Max web ! Brace total length Is 14'. l I 2x6 DF-L #2 or f'4(as better diagonal 'r Vertical length shown I bracer single 8' In table above. ((11 or double cut Lini 1 shown) at upper end Connect diagonal at cold oint of vertical web. •'' 41 Refer to chart above for T1 -VARNINGta REAR AND FU LOV ALL WITS ON THIS DRAVMGi ` wwDOMTAHTww FURNISH THIS DRAVDIG TO ALL CONTRACTORS U101.OD1NG TW DSTALLEBS. Trusses require extreme care N fabricating, handling,•shipping, instaltMp and brocNB. Refwrt, to and follow the latest edition of SCSI (Buldirig Component Safety Informatlon, by TPI and SBCA) for'..safety C practices prior to Performing these functions. Installers shall provide temporary bra dng Per BCSL Unless top shalt have attached structural sheotNp and bott chord ^I r rated otherwise, chord properly shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of wets , as unless le.Apply plates to each face shall have bracing InstaUedss per above sando: the 87 nr Details, oftruss and Position as shorn above and on the Joint 1110, s, unless noted otherwise. AN ITWWMPANY Refer to drawings I60A-Z for standard Plate Positbns. Alpine, a division of ITV Building Components Group Inc, shall not be responsaaarr te for tyry deviation from this drawing, any failure to build the truss N confarnarnce with ANSI/TPI 1, or for handling, shipping, A. -qo i Instatlntbn 6 bracing of trusses. A seal on this drawing or cover page tlstNg this drawNy Indicates acceptance of Professional 'fa enghleerNg re solely for the design shown The sultabW:y and use of this drawing for any structure Is r'esPmsblUtY of the Buldhg Designer Per AHSI/IPI i SwcZ 13389 Lakefront Drive Earth City, MO 63D45 worlCfi wrrlese web Utev ar eTMFor oars Nfornatbi w =hM� notes page eesnFn.ora El Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hen -Fir #I / #2 Standard #2 Stud #3 Stud1 #3 Stondnrd Dou las FIr-Larch Southern Pinewww An #3 dStud PISard Stnndard Group Bt Hen -fir al & Btr #i Douglas Fir -Larch Southern Plnewww al at a2 #2 lx4 Braces shall be SRS (Stress -Rated Board). wwFor 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, Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4. 0' outlaokers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'0.0' min) nails. )I( Far (1) 'L' bracer space nails at 2' o.c- in IS' end zones and 4' cc. between zones. )K)KFor (2) -L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length, 11 Gable Vertical Plate Sizes Vertical Len tin No S lice Less than 4' 0' 2X3 Greater than 4' 0', but Less than ll' 6' 3X4 Greater than t1' 6' 4X4 Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detail. REF _ ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 AIVATIE OF/ TOT, LD, 60 PSF MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n,. Ipn mnh WInA Sno,A_ .'7n, Mann Halnht. ionrtlntiv Fnclncpd. Fxnosurp ❑. Kzt = 1.00 S 2x4 Brace Gable VerticaL pacing Species Grade No Braces (1) lx4 'L' Brace x 0) 2x4 'L' Brace x (2) 2x4 'L' Brace 1 (1) 2x6 'L' Brace x (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / 42 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' E. 11' 7' 12' 0' 13, 9' 14' 0' S P f #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0' U Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' O P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 1 13' V 14' 0' QJ #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' li' 9' 12, 2' 13' 11' 14' 0' —� S P #2 3' 8' 6' V 6' 6' 1 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' 7� cv D F L #3 3' 7' 4' IV 5' 2' 1 6' S' 6' 11' 9' 9' 9' 1' 10, 1' 10' 10' 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' it, 13' 9' 9' 1' 10, 1' 10, 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O f� F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' t0' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10' V 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' 03 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' (1)� D F L Stud 4' V 5' 11' 6' 4' 7' 11' 9' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 9' i' 9' 2' 9' 6' to, il' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11, 2' 11, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' it, 1' il' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' L ID F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' a --I Standard 4' S' 6' 1' 6' 5' 8' 1' 8' 7' 10' li' it, 5' 1 12' 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades - Group A: S ruse -Pine -Fir Hen -Fir #1 / #2 Standard #2 1 Stud 6 Stud 1 1 #3 Standard Dou tas Fir -Larch Southern Plnewxx #3 #3 Stud Stud Standard Standard Group Bt Hen -Fir 01 8 Btr #1 Dou to Fir -larch Southern Plnexxx #t #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). rxFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B values maybe used with these rades, Gaiole 1 russ Detail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports toad from 4' 0' outtoakers with 20' overhang, or 12' plywood overhang. Symn Attach 'L' braces with 10d (0.128'x3.0' min) nalts. AboutjC. AFor (1) 'L' brace, space halls at 2' o.c, able Truss In 18' end zones and 4' o.c, between zones. )K)KFor (2) 'L' braces, space naps at 3' o.c. Diagonal brace option, ,- In 18' end zones and 6' o.c. between zones, j vertical length may be doubted when diagonal 18 )K 'L' bracing must be a minimum of 80% of web brace is used. Connect !! L I member length. diagonal brace for 690# I 'L' -{I le Vertical Plate Sizes at each end. Max web Brace total length Is 14. )K)K ertical Len th — No S "ce 2x6 DF-L #2 or than 4' 0' 2X4 better Diagonal T er than 4' 0', but 4X4 LF Vertical length shown ! brace) single 8' s than 12' 0' )K In table above. I 45' or double cut (as shown) at L 1 r to common truss design for upper end, , splice, and heel plates. /Colnuous Bearing Refer to the Building Designer for conditions Connect diagona at S"IITItit7 not addressed by this detail. length, midpoint of vertical web. Refer to chart above for rnx ga+b9e ri(L —VAPJ1D4m x READ AND FDLLDV ALL NDTES a TICS DRAVINGI —WORTANTwx rLWLLSH THIS DRAWING To ALL CONTRACTMS UMUDWG THE INSTALLERS, ��.�` jl'%,, REF ASCE7-10-GAB16030 DATE 10/01/14 Trusses require ewtreme care h Pabrkating, handling, shlppMg. Installing and bracing. Refer to and follow latest SCSI (BuRarng Component Safety Information, by TPI and SSCA) for safety �Y.a� ` �` the editim of proctkes prior to performing these functions. Installers shall provide temporary bradng per BCSl, `sty.` ����NS� t Unless noted otherwise, top chard shall have properly attached structural sheatN g and bottom chord shall have n property attached rgitl selling. Locations shown far pernnn-1 lateral restraint of ebs _ NO - DRWG A16030ENC101014 �� r• a IILI��, shall hive and prig InstaDed Per BCSI sectims H3, 87 or D10, s appllcabte. Apo ly ates to each face of truss aM osttbn oe sho•n above and on thv Joint Oetals, unless note Apotherwlse. Refer to drawings 16CA-Z for standard plate posltims, far deviation from ATE dF ---AM-IIWCO1viPf1NY- Alpine, n 11vislon of ITV Building Components Grou Inc shall not be espmslble an this drawng,-anY-Fneure-to-build-the-truss-in-cnnfornnnce-with-ANSI/TPI-1,-or-for-handling,-shipping,-- —i-.Q —�`-- - Q -- -------- - -- - -- installation 6 bracing of trusses. A seal on this drawing or weer page listkg this drawing, VMcates acceptance of profeswla at de The and use of this drawing ngbeeri g responsIblity solely f tM sno— suitability e ar far any structure is the r of a "Ov Designer per ANSUTPI 1 SacB g �3in¢¢¢ MAX, SPACING 24,0' - 13389 Lakefront Drive Earth City. MO 63045 For more informationseethis Job's general notes page and these web sites, e, arum .r.,.e,nlnnitr.eam, TPn w tahstorm SBCk wrw.sbclndust—mi IM wwwleesafeam M�/ (��p` LA2a\ ¢8e.. O! TFt`s �..•t1 _. Gok[e Detail For Let -in Verticals Gable Truss Plate Sizes - - -- - -- -- ---- About —�- If web has a scab brace,-then—treb3 Aefer to appropriate Alpine gable detait-fot— over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces, Brace is 90% of member length, (E)Refer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length QIf gable vertical plates overlap, use a + greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web. Examples ZX4 Fy��rP 2X4 M No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT, Reinforcing Member Gable Truss Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nalls, 10d Common (0.148'x 3.',min) Nalls at 4' o.c. plus (4) nails In the top and bottom chords. Toenalted Nallsn 10d Common (0148'x3',min) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED10IM4 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -hall - ar - IN End -Wait To convert from 'L' to 'T' reinforcing members, muttlply '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 Examples 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 L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 I Its— iUl�\vli ITW COMPANY 133&9LaketmntBrine EarthCi N0WO ty. .�r� MAWM M �CGHMCMn � � � INSTIPILLOM Trusses require extreme care In fabricating, handling, skipping, Installing and bracing, Refer to and factor the tatest etltdon of 8CS2 (BuRdNg Component Safety Information, by TPI and SBCIU for snfaty es prior to parfonnlna these functions, Installers shall provlde temporary bra per BC SL iJrd0" noted otfierwlse, top chord shalt have progeny attached struetteml sheathing and bottom chard shall have a property attached rqw ceRhp, Locntlons shown for permanent lateral restraint of webs ohms hnvo bracing s1 ion aced per a9CUbove Joint or Det ils apr. ri , App s to oath Paco of truss amd stthn as shown above and an the ions.Befalls, unless noted sand an 11%the Refer Aiptntno division off ]TV for Building Comp �s Group Inc. shall not be responsible far any devlatbn fromAN this drawing any failure to build the truss In conformance with ANSI/TM 1, or for handling, shipping, Installation 6 bracing of trusses, A seat an this drawkq or cower pa IbiIng Mia drawi+g, Indicates acceptance of professional anynesr a re iliLv eolety for t�i deslan sham T►xr sutta6illty' use of this drawil+p far any strueMre hi respaetsibRtty of Ndng Destgrwr per M6i/IPI i See2 For more Infornatlon see this ob's general notes a and these web sites. Tar. __.,.. ° <�ti _._�.',�.. . , rrr. ___,�..�.�e,_ _ .ARa g Nu oxnsa s az a 'IISyt pj y F ' ca hs,r4 axa.a' ,�a,,,�.. Fmm�Zu. v e - <. . MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 DUR. FAG. ANY MAX, SPACING 24.0' t Q PR' X Hip Frame Details Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's seated design for setback, lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame n I c c --#1 Hip il-Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails a 6' o,c, maximum spacing, Setback Stepped Hip System Trusses Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hinol V P%orl.ins, ..uwrnTANr.: VFIFiN TIQ MAM F U.OTO W A- N= ON ua lmWAVMG INSTALLERS. reS @� G�]1( f�n'�?�'�• REF HIP FRAME Trusses quire trwne care In fabricating, handling, shipping, instaWng and bracing. Refer to and =� �� UC DATE 10/01/14 fallow the latest eratian aF SCSI (BurtNrig [anponent Snfsty Iniorrmtbn, by TP[ arW SBU> For safety N practices prior to performing these functions. Installers shall pravlde <enaaraar%y brads per BCS1. _ * DRWG HIPFR1801014 unless noted other•Ise, top chord Shall have properly attached structural sheadrina and 6otton chord shall have n proper'ly attached Npid-Ittno. Locatbns cha— for permanent iat—t restraint of robs. _ �f'�1� thnll have and position installed per BCSI send w 83, J or Det as untessbno Apply plater to each face _ - d IIUUr^L�_JJ���1 of truss and pposltbn as shorn above and an the Joint Desa0.s, wwlless noted othenlse. SA E Refer to dr..ings 160A-Z for standard plate posittor- = .0 Ql' Alpine, o dlvlaion of LTV 8ukding C—ponents Grouupp Ina shall not be responsible for any deviation from /(v A/.Q. 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Onoua �.uoNs SAaliDn 'umoLis sD }no paLpgjd -io auonbs aq Cow p.4oF.io wo:.4.og 001 = 4.zA '3sd S=-1Q 31 pulM Q 'dx3 '6ulpling pasolou3 14.u6laH uDaW ,0£ 'Ndw 011,1 01-L 33SV .4❑ 00'1 = : z)i 'dsd S=-1Q 31 pulM '3 'dx3 16ulpling pasolnu3 'a.I,16laH uDaW ,0£ t4dw 09T OT-L 33Sd .4oj paliou-ao�, sliou (,S'£ x SST-0) xoq p9t (Z) tta}im ssnua. 6ui:.uoddns A,aana 04. AajlIDA I,pDa Igoo3.3.y )K)K ',Aa;.}aq uo Z# 3-ja '2#/1# 3dS '£# dS t'X2 sgaM ',Aa;.I-aq -AO a#/T# ddS u0 Na# dS bxz 10,40N3 4.og ua44aq uo a# 3-3Q 'Z#/t# 3dS 'NZ# dS Vx2 puoN3 dol u oa 0� - `�dw 09T OT-L 3�Sd - wol-au Aawo W _-- Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wind DL= 5.0 Psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonot bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enoineer's sealed truss desion drawina for oloavback and base truss soecifications. Detail A 1 Purlin Spacing = 24" o,c, or less 12 en05 una az c' max u,c. bpaony in ue cween, Detail B i Purlin Spacing > 24" o,c, 12 Up to 12 V 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 N3 grade scab (i 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 (0,13510,51). 4' \\ I I \\ I I I I Purlin Spacing > 241 o.c, max LTop Full Flat top chord purlins required at Chord Scnb (Typical Each End) Chord Depth both ends, purlin spacing > 24' o,c, Note- If purlins or sheathing are not specified on the flat top of the base truss, purlins must be installed at 24' o.c. max. and use Detail A. �)a�p¢iiiili%j 7WARlaNCiew READ AND FDLLDW ALL NGTES IN THIS DRAWD(GI INCLUDING THE INSTALLERS "IMPORTANT..FURNISH THIS DRAWING M ALL CQITRACTURS Trusses require extrene care In fabricating, hondUng, shipping, Installing and bracing. Refer to and IN ` CC thComponent folio, e latest Co e11n of 1., 1111, mponent Safety J 1—lon, by TPI and III for safety Practices prior to performing These functions. Installer. shot( provide temporary bracing par SCSI. Unless noted othenlse, top chord hot( have properly ttached structural sheathing and bottom award small have a properly attached rigid celUng. locations shown for permanent lateral restraint of webs \� Pinter to each Fncc J or Details, as applicable. dotherwise. shall hive and Installed Per SCSI sections the of truss abr position all shown nbavr and on tho Joint 810,a unless le. Apply otherdse. position - AN I WOOMPANY Refer to drawings 16CA-Z for standard plate positions. Alpine, a division of ITV Pultaing Components Group Inc, shall not be responsible far any devI tlon from tNs drawing, any fatture to Wine truss In conformance with ANSI/TPI 1, or for handling, shpphg, _ — AT ©r A this drawing listing this drawing, hdlcates acceptance a• b� sent on ar cover page of professiawl engeuereg responsa,Nty solely for the design shown The aultaWUty and use of this drawing �*v ffigB 4J �. , � � (I n(3 far awry structur is Use resp 111ty of the guldhg Dwwig^e•' Per ANSI/IPI I. Sec2 �`A �p �� M�1 45 Earth Cily,M063045 Earth City, M For more InFcrnntion sea this job's general, notes page and these web sites, ALPINE, wwwatolneltw.conl TPD wev,toinsstorl SBCIu w,w.sbcbidustry.orgi ICC, wwwJCcsafearg �'�B/, ��fy�� �Pdt•"�a\\i 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 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the fiat top chord using <2) 16d box nails (0.135'x3.51). The top chord K3 grade 2x4 scab may be replaced with either of the foltowingi (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails; (4) Into cap TC & (4) Into base truss TC or <I) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.121 nails. Note, Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methodsi 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 cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' a.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 N2, full chord depth scabs (each face). Attach @ 8' o,c. with (6) IOd box nails (0.121 per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pl gyback plate to each face @ 8' o,c, Attach teeth to Igg back at time of fabrication, Attach to supporting truss with (4) 0,120'xl.375' nails per face per ply. Piggyback plates may be staggered 4' o,c. Front to back faces. SPACING 24,0' F PIGGYBACK TE 10/01/14 WG PB160101014 DNIOddS w�@;� tjve ���VI�rp��yq µ �esa�s 4anJasay; Pug aBod sa}ou 1aJaB 3,9oj s4i�aas uopouJodq a�ou ,ojnaa v Jad .%OpaH �9oH a4} A,4mq -a� s! au}s Ruo aoJ SDQE9oW'A!:)4L.g enpO luopXel %Cr,t ZWS I IdLIM • io " 94som fi4; io asn Puo F;nWo}tns a41 'woy3 YHIsaP a4} .»d flaws .t;Nglaw�saas OuNaaul9ua = LA= �lT I Cssadad do sSuo;d= sa;nSp4 'e4aoap s,y; a,R3n .a, 6rgsaP 314E Yo , tl •sassnu; BupnJq uq;opo;s4 .JSd Q� to ,JF,ra� y�,rr!!..,, iM �V.,{(� 0' a to 7 '&+!dgn{s 'eu�lluoy Joi U. 'i id, q 4 . 11 asu .j luoS 4 ssnJ; ay} Plln9 O} iJ11uD•1 11Yn 'P nA SItR uoJd uq}oy aP un Jod al9 suodsaJ i9 ;ou Iloys Sul dno g s;wuoduoJ ®4P1^H Au do uoJqpp o '.,Jlw r�NYMC7/�t.II NV - dSd 11 �� dSd 1Q = �/J �` i -!� ��Y J`� • stOr bq . Oold *AOgD s Jo! 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This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members using two (2) rows at 4' o.c„ rows staggered, Nail into 2x6 members using three (3) rows at 4' o,c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L L Typical ~ + O + 0 + 0 + O O + 0 + O + 0 + —i 2' (-- Stagger + = Back Face i0d Box (0.128' x 3', min) Nails: 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trile Row Stagigered Nail Spacina Detail Duration of Load 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# 2930# 3210# Web or Chord 2x6 1 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# 66601# Minimum L Distance I I 1 LJ III 1'�— i lL�IL7�_+U 1� -VARNINW- READ AND FGLLDV ALL MOTES ON THIS BRAVD40 c 11HPORTANTn FURNISH THIS BRAVING TIl ALL CON11 CTTRtS DtCLUDDIG THE DUTALLER& Trusses requly xtrenr c re M Pabrknting, handift. shipping, installing and b—ft. Refer to and follow the totest edition of BCSI (Buadng C."nent Safety Information, by TPI and SECA) for safety practices prior to performing these functlons. Installers shotl provide temporary bracing per BCSL Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom char shall have o properly ottnchetl rigid cramp, Locatlons shorn for permanent lateral restraint of webs shall have bradng installed per BCSH cectlons 113, B7 or BID, as aPp lc le. Apply plates to each face of truss and position as shown above and on the Jolnt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ' - N" - .- --- -'F"' _ ✓ �� C- h�Ar , % L X— lY� p' �' � No. �H. �F REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 fW RW COMPANY 13389 Lakefront Drva Earth City. MO 63045 Alpine, a division of ETV Building Components Group Inc, shall not be responsible for any deviation fromy�rt this_drawing *my_fallure_to_buFd the. truss In confarnamce with ANSI/TPI 1, or far handlMg, shipp4 g, Imstaflation L brace f trusses. _ _ __ ___ __ _-_ii_p_ A crai on Mis drnWhg or cover page UstLg this drawing. Indicates acceptance or professional eoglneerbhg respona0h4ity zot ly for the design shown The suitabcity and use of this drawingr)p for any structure �ornare tt�on�ey of the s gerogrDesignerANSI and theseSec sitesn peper Far, more ALPINE, wwwatpinNtw.conl TPI, www.tphst.orgl SBCA, www.sbclndustryargl IM vvvicccafearg "l `< �^s o /4+� `�1Vt16 t:7t,``, A{ ( / +++4to In tt OS ` SPACING 24,0' MAX STANDARD BOTTOM CHORD FALSE FRAME-DET-ATL-S-- 4' 0' CC MAX. LENGTH TO� ILLER 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' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS_ WEB_ CONFIGURATION FOR 24' O,C. MAX, NfiTFTI I7N I USE THIS DETAIL FORT CTURAL BEARINGS UNDER THE FALSE FRAME <NOT PARTITIONS), RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, i LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER 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. NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED -I - 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 (0,126'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND Bd NAILS (0,113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY), esVARNB READ AIM f0.1GV At.L NGTFS ON TIRS BRAVBVa `♦" \ ,SL IVIA&�.:''�>>✓d REF BC FILLER nIRFWMT— FM4SH THIS BRAVING TB ALL CRIIAACf6tS INCLOM THE INSTALLOM ♦ Trusses require extreme care h fabrknting, hand9np, shlpphg. Instnlllnp and brnchp. Rater to and lam` /�� 'U °'r DATE 10/01/14 fdlor the latest adtNorb oP BLS[ IB,�ltllnp Component Safaty Inforrwtbn, TP[ orbd SBCA) far safety ` rS,t♦ pprraactices prior to per4ornVup these fuxuctlons. Installers shall provitle temporaryy �Ern�p per BCSL lWess noted otherwise, top chard shad have property attached ctncturnl sheatWng and bottom `` a` - e< DRWG REPBCFIL1014 art shall have a properly attached rigid calling. Locations shown For permanent lateral restraint of webs 'v shall have brndng Installed per above sections the J or Det as unless n. APPLY µates to each face „A_ / „dam of truss and ppo tton ac shorn above and an tN Joint garotte, unless rotetl otherwise. Ti F� Refer to drawings 16OA-Z far standard plate posttt m. Alpine, a division of FTV BuildingConponents ic. Group Bsnap not be responsible for any deviation from r S Al E OF AN If1NCAMPANY this drawing, any Fnfture to build the truss In conPormnnce with ANSVTPI 1, or for handling, sNppbg, installation L bracing of trusses, A seal on tar draw4q or cover page usthg this drawhp, indicates acceptance of professional eerYq re sIL far the design shown. The saltabllty odd usa o4 this *..kV far�nny siwcdre rasponsWkY of the BuRdlnp Baslpbar par NLSVTPI 1 Sac2 �i Ff� t+�, ♦♦ EMh Lakefront Drive For more InFornatim see this Job's general notes Pape and these web sites, >'>i A7 �1 V v♦♦ Earth Ciry, MO 63045 ALPIW. rare aldneib.cam TPI. out.tohstoro, SWA .ears Mdustry oral ILO raw .1—fe.orn ' 4,,`•'+I lVAl. 0♦ _ 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 Pt mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00. NOTE: #2 is the minimum lumber grade allowed for atl species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections, oVARN[N[a.. BEAD AND FTLLBV ALL NBTO [IN TM BRAW110 .leie' '" .., � REF 2X4 SCAB D,H, ..ILPIIYTANTo FLWdSN TNIS DRAVM To N1 aINTRACMRS MMURM nE INSTAILL M `J TOTAL TOP CHORD Trusses require ..tr.ne care in fo ,"tjg, hnndltrg, shipping, inst.W.g and bracing. Refer to and `.�t�\„ ��,ENg� �'� LOAD NOT TO DATE 10/01/14 follow the latest editlon of BCSI Buading Conponent Safety Infornatlon, by TPI and SBCA> for safety ` %EXCEED 40 PSF practices _,,, to perfarning these functbnr. Installers shall provide t.npornryy bradnD par BCSL unless noted otherris., top chord sMll hove properly ttoched structural =."g and button chord _ No r (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached Ngld caning. Locations ahem for pernanent tat ... t restraint of web. _ d ��� shall have bradng InstnUed per BCSL sections BB, j it BLg, as applicable. d tY ptatrs to each face = y l (�J' of SrUrs and ppoo&flan ae shown above aM on the Joint 11110, , uN.cs noted otherst" !a Refer to drawings 160A-Z far standwd plate Positbns, S ATE dF Alpine, o dvlsion of ITV Butdnpo Conponents GroupInc shall not be responsible far anyy devi.tion from � Q' —AN -ITWCOMPANY_ this_araanp, ¢n _ Fa0.ure_to_ build the truss in conf—me with ANSL/TPI L, or for handlIg, sNpping, S rQ Mstollation L brodng f trusses. A seal on tH. drawing or cover page ll W" this drawbq, buacates acceptance of profe sslonal W fl engMmerbg . Lyy safety for the design sewn. Thw adt&Wty and —of this d-.kV ` ® �.� ��� DUR, FAC. 1,15/1.25 far any sbweWre tl�¢ resporsMltY of the B.Rdhg Dew per ANSL IN 1 StCZ �ii y<.et tt, � v\\ Earth City. MO 63n 5 ALPINE,wr,nlpineitr.con TPI'wws: tpb�Gt.arglcSHCA�ww.shc=rt"Yd BeICG ws.Jccasaf..org 4ya�/lFjD � ��'"�\\\\t\\ SPACING 24' 3 I 12 (2) 16d TOE NAILS O I1VARIES OPTIONAL SCISSORS BOTTOM CORD �f (2) 16d TOE NAILS 8-0-0 MAX. SPAN I. I TYPICAL END JACK (EJ) i N.T.S. I tz 1 NAILS VARIES [ Seee Connection Detail • �_ OPTIONAL WEB cONFICURAMON —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) I N.T.S. i I I TYPICAL CORNED' SET INSTALLATION TYPICAL LADING P.S.F. TILE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL: j 45 37 STRESSIINC. 1.25 1.25 WIND DESIGN: MM.160 MPH PER ASCE 7-10 MAYi 24" O.C. I "WARNING" Read & Fajllow all notes on this drawing. Furnish this drawing to all Contractors including the installers. EJ wo End Jack EJ Lx c, eveled Jack (BJ) ` _ S Ir (BJ) m I m a. CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �j 2x4 SYP Nailer 16" Long Go t�L mm• Top & Bottom use 16d p Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONRGURATION tz B VARIES (4) 15d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. 0114111 § 118eas If ®R®�aRT��li No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER =-o= %X Z LICENSE # PE 47182 STATE OF 0. .So� 0 R,OQ`�e+ e V Id1AAACtI�