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HomeMy WebLinkAboutTRUSSRANEY COMPONENTS �Fa,ney 19900 Independence Blvd. Groveland, FI 34736 ponents, Etc one: (352)429-9429 • (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS134 Printed: Fri, Sep 29 2017 roo inrormarion: Address: FOR Name and License Number: tomerName: Creekside Lot 134 Horton 8404 Cobblestone Dr cription: City,. State, ZIP: 3B 1828-Cali "C" Fort Pierce, FL oading Information Root Loads: TC Live., TC Dead: BC Live: BC Dead., floor Loads: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 Total 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 ClGE 20 ER 21 13J5 22 BJ3 23 BJt 24 CJ7 Digitally signed by Manuel Martinez Manuel 1' DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 9a9.2342.19200300.100.1.1=A01098000 • 00014B4CF8FE960000211F I n. rs `D toe 20 7h 09.2917:14:27-04'00' Adobe Acrobat DC version: µ k 2015.006.30352 1U$'T %' 4001. ;38FF5B8180BB7F4300932E85FS viu here k"kr mole s -ad=a �aladbyi u"I A9ar "-' ?£ ja.. tic-@a7Zid2j cst tYle se^..:row�t aE',F7 i vs'�n� a SH,�3 aetGcatE�saardc. ,. , rued a�mseS>:his dacr�sa.;>:s sae c�;m1"dtanil sipn� and:ealad and Sty aaw'Cnantua9i sa'�adu aas st bavwdf%zd*4= d"mfdc C"WL Page 1 of 1 art, Job Number: 136DCS134 I Ply: 1 SEQN: 635448 / T10 / COMN 4EBB 1828-Cali "C" /DR Horton MEBB 1828-Cali "C" City: 11 FROM: AH DRW: Truss Label: Al I Wgt: 221.2 Ibs / ... 09/29/17 7'10" f 144"7 19'10" 25'3"9 31'10" 398" T10" 6'6"8 } + 5'5"9 5'5"9 + 6'6"7 + T10" E=5X6 03X4 D F:-�3X4 12 6 M M (a) 'tt 5X6 0 5X6 C O (a) (a) G 0D o. =4X6(A2) B H=4X6(A2) 3� A I P O N M L K J I112X4 =3X6 =3X4 =3X8 =3X4 =3X6 1112X4 1' 7'8"12 7'8"12 4'3"4 I 12' 2'0"1� 5'9"1 6 "1 2'0'8 F14'D"1 19'10" 2571 F 27'8"r 4'3"4 7'8"12 31'11"4 + 3918" 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi U# Loc R / U ' / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 / 709 1961 / - / - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 itH HORZ(TL): 0.163 J - - B Min Big Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psi Code / Misc Criteria Creep Factor. 1.5 Min Br Width Re 1.9 9 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0-604 Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0111.0314.13 A - B 27 0 E - F B - C 1442 -2960 F - G 1108 -1898 1263 -2429 Lumber Value Set: 138 (Effective 6/1/2013) C - D 1263 -2429 G - H 1442 -2961D - E 1108 -1898 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/3012013 by ALSC B - P 2568 -1122 M - L 2081 -814 P-0 2565-1122 L-K 2566 -1128 Bracing O - N 2565 -1122 K - J 2566 -1128 (a) Continuous lateral restraint equally spaced ono member. Or 1x4 "T" reinforcement. 80% length of N - M 2081 -788 J - H 2568 -1128 web member. Same species & SRB grade or better, ��" .. Maximum Web Forces Per Ply attached with 8d Box or Gun (0.113"x2.5",min.)nails O .. , v - (Ibs) Webs Tens.Comp. Webs Tens. Comp. @ 6" oc.� ffi 72. P - C 286 -13 M - F 468 - 734 Tray Scab(s) €0 11 C - N 387 -554 F - L 484 -204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach 0 - N - D 482 2D3 L - G 387 - 554 scab to face of chord with: Nails @ 8" oc, plus VC401 » D - M 468 - 733 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st « STATE OF E - M 1338 -714 panel point. (0). a sVw Loading Truss passed check for 20 psf additional bottom$ chord live load in areas with 42"-high x 24"-wide clearance. . Wind 40 01 5A33 FF 50 8180 0137f 49 CO 99 2E85 F13 Member design based on both MWFRS and C&C This byuww 3 MzrtLw, FE In. t.?c.C47TV2!'on the (skawnVtcAm tr. oaswx.3_- at^thentdcatitw,�szefa:, -" � --� � ' "'S3ated cngia��r'r}r?s d�ia xssae atfixL�t€vask;?avad S�xs�.$ scalsd . =d the TV_A,3 +enEcas eas coo¢na^,t t: li.if?cd-. ar,ayd .t k cmia.. - "*WARNING!!READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and toF safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, 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 8uilding.Components Gr up Inc. shall not be responsible far any deviation from this g drawing! any failure to build the truss in conformance with ANSIfI Pl 1, or for handlingf 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[TPl 1 Sec.2. Job Number: 136DCS134 Ply: 1 SEQN: 635452 ! T131 COMN 4EBB 1826-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A1A Wgt: 254.8lbs / ... 09/29/17 14'4"7 i _ 1910" 22'6"4 26'8" 31'10" 39'8" 6'6"8 r 5'5"9 28"4 } 4'1.12 52" I T10" ' E=ax12 m 0 6(A2) 1112X4 =3X6 =3X4 =6X8 1112X4 p12X4 m5X10 TB"12 13 42599"10Ti 4' 351'8"11 7'11"15 1 T8"12 14 398"F2'01 8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCp!: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT:NA Pf. NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.233 F 999 240 VERT(TL): 0.539 F 876 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K Creep Factor. 1.5 Max TC CSI: 0.615 Max BC CSI: 0.549 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1557 / 708 / 960 ! - / 445 / 8.0 1 1557 1707 / 959 ! - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp: A- B 27 0 F- G 1417 - 2556 B - C 1439 -2761 G - H 1753 - 3390 C - D 1261 -2220 H - I 1434 -2754 D-E 1106 -1732 I-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S S - R 2390 -1119 2387 -1119 P-O N - L 20 -9 2965 -1289 �. 14 ' No ,` .. � r R-Q 2387-1119 M-K 26 -12 Q - P 1897 - 788 K -1 2382 -1121 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 286 -13 N - F 214 -147 C - Q 384 - 563 N - G 57B -1048 a' STATE Q - D D-P E - P E - N P-N 458 -199 471 -681 59 - 531 2267 -1099 1880 -659 G - L L-M L - K L - H K-H 869 -407 71 -3 2552 -1200 634 -197 466 -869 N-0 18 -1 40 015ASFF513SIB08137F4800992E95F8 r9a7s itarsA�scls .�na8 9sa:atea3ry Es�aauzl Mraritnes>. ?��€..tfc.�4ag{c�E�.a�fnsw�at�:a�v�s9nga5tt�i.g .. au�i�r�t�sss�a. &muecp�s.�'Thss?s - sr3tcP,s�md a#gJmrads�d and 3i�.�.':.�,F?iiant?sa4av�flaz�wel��cr3fis`edeue aarga�ectrarb_ :. s.*s3ns:. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly Cc. ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. APPIv plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. kefer to a division of i Nl 1, or tor n acceptance any structure failure to build the g or cover pa e. rn. The su! bilfty Job Number: 136DCS134 4EBB 1828-Cali "C" [DR Horton /4EBB 1628-Ca Truss Label: A2 I i C. Ply: 1 Qty: 1 Wgt 246.4 Ibs SEQN: 635461 / T9 / HIPS FROM. AH DRW: / ... 09/29/17 7'10" 1 V2"11 19' 20'8" 25'S"5 31'10" 39'8" T10" 6'4"11 4'9"5 1'8" 4'9"5 6'4"11 T10" =5X8=5X6 E F 1112X4 D G 1112X4 12 6 p o (a) (a) 4!5X6 'n 0o5X6C 0 e•4X6(A2) B A W4X6(A2) J : t �q Q P O N M L K 1112X4 =3X6 =4X10 =4X10 =4X10 =3X6 1112X4 �1' 7'8"12 7'8"12 4'3"4 12' 22"11 5'7"5 5'7"5 278 14'2"1 19'10" 25'5"5 27'B" 4'3"4 7'8"12 31'11"4 39'8" 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.153 G 999 240 B 1557 / 710 / 963 / - / 428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 G 999 180 1 1557 / 710 / 964 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.145 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf p Bldg Cade: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.648 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not n 9.00 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: 16.02.01D.0314.13 A - B 27 0 F - G B - C 1469 -2762 G - H 1426 -2193 1287 -2212 Lumber C - D 1286 -2212 H - 1 1470 -2762 Value Set: 13B (Effective 6/1/2013) D - E 1428 - 2193 I - J 27 0 Top chord 2x4 SP #1 E - F 1087 -1539 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values 9 Chords Tens.Comp. Chords Tens. Comp_ approved 1/30/2013 by ALSC 1 B- Q 2391 -1147 N- M 1534 -6% Bracing �.. Q - P 2388 -1146 M - L 2388 -1162 (a) Continuous lateral restraint equally spaced on 'T' of �� ar ° *�a� P - O 2388 -1146 L - K 2388 -1162 member. Or 1x4 reinforcement. 80% length 41; ���e O - N 1534 -584 K -1 2391 -1162 web member. Same species & SRB grade or better, + attached with 8d Box or Gun (0.113"x2.5",min.)nails + � • _ Forces @ 6" oc. 1 Maximum Web Per Ply (Ibs) . Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) Q - C 290 -13 N - F 338 -255 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach to face Nails 6" C - O 386 -570 F - M 817 -562 scab of chord with: @ oc, plus BRG.: heel: 1st D - O 315 - 317 M - G 315 -317 additional nail clusters at: (0), (0), (0).P STATE OFa4 O - E 817 -562 M - H 386 -570 panel point: # E-N 338 -256 H-K 290 -15 Wind Member design based on both MWFRS and C&C. 40 01 SA38 FF 5B 81,808B 7F48 00 99 2E 85 Flit TbU ltniataaals:eta nlcetn ¢i#gead.arAacaladby kS'w4sl Marlines n:(a,LW.GXrtBY( art he d'atashown abnrauneng a SNA-3 ' satti; ¢nt�ata sstfa- r'vbted cpPiaval6k, dfXa= taro mot«id=d and Ind and trB:..:F9�2 kllnfl`taGlfs'ct6 ccer6 nint as a�§f3�t Cfi=q dcctf Vk =11n1_ —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, bV TPI ancJ'SBCA) i safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, as applicable. Apply plate- to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW Buildin�LComponents Grip Inc. shall net be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�I PI 1, or for hanng shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of rofessrona7 engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure Is e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 11 Job Number: 136DCS134 Ply: 1 SEQN: 6354571 T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 �FROM:AHI DRW: Truss Label: A3 Wgt: 235.2 Ibs .. / ... 09/29/17 M a T tm 7'10" 14'2"13 18'0"1 21'7"15 25'5"3 31'10" 39'8" T10" 6'4"13 3'9"4 37"14 3'9"4 6'4"13 T10" =5X6 1112X4 =3X6 = X10 =410 =4X70 =3X6 0123(4 1' 7'B"13 4'3"3 2213 5'7"3 5'7"3 2'2"13 4'3"3 7'8"13 1' 7'8"13 12' 14'2"1 19'10° 25'5°3 27'8" 31'11"3 397 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 D 999 240 B 1561 1711 / 965 1- / 408 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.347 D 999 180 1 1561 / 711 1965 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.147 K B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.0O ft Code / Misc Criteria Creep Factor1.5 . 1 Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.597 Bearings B & I are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.977 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A- B 27 0 F - G 1461 -2183 Lumber B - C 1502 -2771 G - H 1318 -2215 Value Set: 13B (Effective 6/112013) C - D 1318 -2215 H - I D - E 1461 -2183 I - J 1502 -2771 27 0 Top chord 2x4 SP #1 E - F 1144 -1617 Bot chard 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs Lumber value set "13B" uses design 9 n values Chords Tes.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Wind B - Q 2399 -1176 N - M Q - P 2396 -1176 M - L 1606 -679 2396 -1203 Member design based on both MWFRS and C&C.� v v� _ .- P - O 2396 -1176 L - K O - N 1606 - 659 K -1 2396 -1203 2399 -1203 ' - eX XMaximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ' Q - C 290 -13 N - F 299 216 . ' C - O 389 - 579 F - M 766 - 533 * TAT E OF D - O 300 - 288 M - G O E 766 533 M H 300 -288 389 579 - - - E - N 300 - 216 H - K - 290 -15 L , 4001.5A38 FF 5B 8180 BB 7F4S 00 992E 95 FB Thu zn& Wby tmari , r;;:(&i.tk.�i�t92'i ars-f�ivG3ffi!:9taranalra��.u°dti�a5ii3i i�a5�ca8�sau&fa. r'x�re8ct��x z,i[t�s sim.tma nvtc�sd ��nast.�asi scalev� �E ttu: u�iiR:T as4#ee�+rrass�9a rut: roerstele� a�3ectmr�k **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatinghandlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach 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 o truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to draw!ngs 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 professionaj 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 rnore information see this'otft general notes paM and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCk www.sbcindu .com; [CC: www.iccsa1e.orcj Job Number: 136DCS134 I Ply: 1 SEQN: 635469 / TB! HIPS / ... 09/29/17 4EBB 1828-Cali "C" /DR Horton 14EB8 1828-Cai "C" Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt: 238A Ibs 7'10" 14'2"12 17' 22'B" 25'5"4 31'10" 39'8" 7'10" 64"12 2'9"4 5'8" 2'9"4 6'4"12 T10" =5X6 �6 6 F 1112X4 D G 1112X4 12 M 6 F,77- S 5X6 c �5X6C H 5� =4X6(A2) B :1=-4X6(A2) A J 1112X4 = 3X6 = X10 =3X4 = X10 =3X6 1112X4 1' 7'8"13 4'3"3 2'2"12 5'7"4 57"4 2'2"12 4'3"3 7'8"13 1' TS"13 12' 14'2"1 19'10" 25'5°4 27'8" 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.148 D 999 240 B 1561 / 712 / 965 / - / 387 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 D 999 180 1 1561 / 712 / 965 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.149 K �) B Min Br Width Re 1.8 9 q NCBCLL: 10.00 Mean Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 . I Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556 gearings,B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft I Rep Factors Used: Yes Max Web CSI: 0.759 Maximum Top Chord Forces Per Ply (Ibs) . Loc. from endwall: not in 9.00 it 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: 16.02.01D.0314.13 A - B 27 0 F - G 1466 -2162 Lumber B - C 1517 -2772 G - H 1334 -2214 C - D 1334 -2214 H - l 1517 -2772 Value Set: 13B (Effective 6/1/2013) D - E 1466 - 2162 I - J 27 0 Top chord 2x4 SP #1 E - F 1189 -1702 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" n values uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - Q 2400 -1195 N - M 1684 -748 Wind Q - P 2397 -1195 M - L P O 2397 L K 2397 -1224 2397 Member design based on both MWFRS and C&C. Rq - -1195 - O - N 1684 - 724 K -1 -1224 2400 -1225 **1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q-C 289 -12 N-F 280 -194 C - O 392 -582 F - M 698 -494 �. E STATPf D - O 274 - 241 M - G O E 698 M - H 274 -241 392 -582 - -494 4*1 AL_ E - N 281 -195 H - K 289 -15 40 015An FF 55 81 B0 857F4& 0099 2E 85 F0 'r�x 7tar°i flrr: �rcesa cteesersuca»"�rzacd. :salad Yryraraa�tt MarNn:,.:a M IR. Lk.Vrdaljoa Omdattshnvnc a�mv� ar�n� s sHd.i Wntad c0Pr of z!+3ca: AA nct=9ewed oaagsmlad 1 ar.611w5NAA cawfA=tforw Q:rAa . "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 pnor to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kifer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of, 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 ANSIITPI 1 Sec.2. Job Number: 136DCS134 Ply: 1' SEQN: 635473 / T15I COMN 4EBB 182B-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A5 Wgt: 240.8 Ibs / ... 09/29/17 i 7'10 14'2"12 16'0.�, 19'10" 23'7"15 i 25'5"¢ 31'10" 39'8" TiD" 6'4°12 +1'9"5' 3'9"15 + 3'9"15 T 1'9°5r 6'4"12 T10" 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " =3X4 =5X6 162X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 2 '5'7"4+ I2"243"{ 7'8"12 1. 72'B5 910"7T881122 242 255"4 28 2 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: it EXP: C Mean Height: 15.00It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defi1CSl Criteria PP Deflection in too L/defi L/# VERT(LL): 0.150 F 999 240 VERT(TL): 0.346 F 999 180 HORZ(LL): 0.065 L - - HORZ(TL): 0.150 L - - Creep Factor: 1.5 Max TC CSI: 0.593 Max BC CSI: 0.555 Max Web CSI: 0.664 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL 1W B 1557 / 713 / 964 / - 1367 / 8.0 J 1557 1713 / 964 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1265 -1826 B - C 1530 -2763 G - H 1495 - 2163 C - D 1351 - 2210 H - I 1351 - 2210 D - E 1495 - 2163 I - J 1529 - 2763 E- F 1265 -1826 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2392 -1212 O - N 1747 -801 R - Q 2389 -1212 N - M 23B9 -1242 Q - P 2389 -1212 M - L 2389 -1242 P - O 1747 - 775 L - J 2392 -1242 11 A No 04710.2, Maximum Web Forces Per Ply (Ibs) � Webs Tens.Comp. Webs Tens. Comp. R - C 289 -12 O - G 277 -181 C - P 390 - 576 G - N 690 - 521 STATE. D-P P- E 312 -253 690 -521 N-H N- I 312 390 -253 -576 E-O 277 -181 I-L 289 -14 F - O 201 -219 4001SA38FF50B0BB7F4E00992ER5FB M IM2hm beMAl dran3caagzisnee mal a.¢aladby Mar4zt MaMll a, i(cLtic.adT:82(cnOadaltshavenabem gaSNA-T aeativaPiasarsx9a_ :YSatcacCpbxorst sdrr-.==0 tcram&Md ogn-d3 ,i=rod aadthes�zautiveryt3ca9k cadanit bz vsdrid 3 relectranis alas_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, bVV TPI anc7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly )1id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e._ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of 'IYi I,or Torn acceptance any structure its drawin any failure to build the on this drawing or cover page Le design shown. The suitability Job Number: 136DCS134 I Ply: 1 SEQN: 635471 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A6 I Wgt: 240.8 lb s / ... 09/29/17 7'111"14 14'2"12 1910" 24'8" 5 4 31'9"2 39'8" �9" r 7'10"14 f' __1, 6'3"13 F9°W 4'10" } 4'10" 6'3"14 I 7'10"14 { ==3X4 =5X6 O m H 112X4 1112X4 12 6 a5X6 M 005X6C 0 r• ! n i7 + � 4X6(A2) B J-4X6(A2) A K RI Q P O N M L 102X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 1' T8"12 4'3"4 2'2"12 5'7"4 57"4 2'2"12 4'3"4 T8"12 1' TB"12 12' 14'2°1 19'10° 25'5"4 27'8" 31'11"4 39'8" 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 U# LOG R 1 U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 F 999 240 B 1560 1714 / 962 / - / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.354 F 999 180 J 1561 1714 / 962 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.152 L - - (T )= B Min Br Width Re 1.8 g q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2014 RES Max TC CSI: 0.594 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 1/2 to h TPI Std: 2007 Max BC CSI: 0.555 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens_ Comp. GCpi: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G B - C 1550 -2771 G - H 1333 -1956 1517 -2155 Lumber C - D 1366 -2215 H - I 1366 -2215 Value Set: 13B (Effective 6/1/2013) D - E 1517 -2155 I - J 1550 -2771 Top chord 2x4 SP #1 E - F 1333 -19% J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Botns. Chord Forces Per Ply (Ibs) n values Lumber value set "l3B" uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC � B - R 2400 -1231 O - N 1835 -868 Wind Member design based on both MWFRS and C&C. MAO % R - Q 2397 -1231 N - M Q - P 2397 -1231 M - L 2397 -1280 2397 -1260 w ra . � P - O 1835 - 838 L - J 2400 -1260 x * NO 047182 Maximum Web Forces Per PI Ibs( ) • .� �, Webs Tens.Comp. Webs Tens. Comp. R - C 289 -12 O - G 278 -172 aw C - P 393 - 580 G - N 649 - 543 tv'" A STATE OF D - P 345 - 222 N - H P E 649 N 345 - 222 392 9#* - -543 -1 E- O 278 I- L -580 289 -172 -14 F-O 234 -269 40 815A38 FF 56 81 SO BB 7F49 00 99 2€ 85 FB *As f:eaiad by MwsA mzrunca,. PE (M. M.asrtazl onthcdam shaven atm-M arms a,S".1 arthen�rtkesaxcfa. ftutedcrP�dsaf"dtxtizw.crAt not CM11 wedvengdondS"Jad WA the krnr.t be aedfrld tamydecdank "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, hahi by lin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building fo'r to these functions. Installers temporary Component Safety Information, TPI and'SBCA) bracing per BCSI. Unless noted olherwise,top chord safety practices prior performing shall provide shall have properly attached structural sheathing and bottom chord shall have installed BCSI have a properly B3, B7 B1 D, attache U rigid ceiling Locations shown for permanent as applicable. Apply pates to each face. of truss lateral restraint of webs shall bracing per sections and position as shown above and on the Joinf Details, unless noted otherwise. or (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Building Components Group truss ANSIII PI 1, for handling, Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A seal on this drawing or cover in conformance with or listing this drawingg indicates acceptance of shipping, and of professional engineering responsibility solely for the design shown. page, The suitability and use of this drawing for any structurelts the responsibility of the Building Designer per ANSI1TPi 1 Sec.2. For more Information see this jabs eneral notes Pacie and these web sites: ALPINE: www.al ineitw.com; TPI: www.t inst.o • SBCA: www.sbcindu .com; IM www.iasafe.o Job Number: 136DCS134 Ply: 1 SEQN: 635475 / T25/ COMN 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A7 Wgt: 218.4 Ibs / ... 09/29117 7'10" + 14'0"1 19'10" 25'731'10" 39'8" T10" 6'2"1 5'9"15 5'9"15 62"1 7'10" M v =4X& i5�5X8 1112X4 =5X8 D E F 112X4 =3X6 =3X4 m3X8 L_3X4 =3X6 102X4 1' 7'8"12 4'3"4 2'0"1 5'9"15 5'9"15 2'0"1 4'3"4 T8"12 1' TB"12 12' 14'0" 19'10" 25'7"15 27'8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi:0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1557 / 715 / 958 / - / 326 / 8.0 VERT(LL): 0.158 E 999 240 VERT(TL): 0.364 E 999 180 H 1557 1715 / 958 / - /- / 8.0 HORZ(LL): 0.066 J - - Wind reactions based on MWFRS HORZ(IL): 0.152 J - - B Min Big Width Req = 1.8 Creep Factor: 1.5 H Min Brg Width Req = 1.8 Max TC CSI: 0.604 Bearings B & H are a rigid surface. Max BC CSI: 0.544 Bearings B & H require a seat plate. Max Web CSI: 0.598 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver:16.02.01D.0314.13 A-B 27 0 E-F B - C 1568 - 2759 F - G 1409 -2097 1385 - 2225 C - D 1385 - 2225 G - H 1568 - 2759 D - E 1409 - 2097 H -1 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2388 -1248 M - L 1915 - 939 P - O 2386 -1248 L - K 2385 -1277 O - N 2386 -1248 K - J 2385 -1277 N - M 1915 - 909 J - H 2388 -1277 „% ' .Pam. Maximum Web Forces Per Ply (Ibs) No Z Webs Tens.Comp. Webs Tens. Comp. . P - C 284 -13 M - F 297 -198 C - N 401 - 558 F - L 456 - 218 D - N 456 - 218 L - G 401 - 558 STATE OF - tuft D-M E M 298 -198 259 326 G-J 284 -14 - - 40 01 SA38 FF 5B 8180 BB 7F48 00 36.28 85 FB Task Itemand walad5y&Wa Imartinax, Pir• EEt, ltc. Ftr:H2.1 ccrt�sda.Ra �fmTantatx�s q a SiiA«3 asatSianGcaz6x, rs�a. ?saatad cr�Fasraittdxdw_rrzsrst srm natcxeuidacmd st�ne�zrad :salad a�ddhe . i4�Ti1e3t `UCa9�f#' CG.ViE P.9L3t tt£.�it$f'z^'.�i�t amyLgaettfAf'�G �las- ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anc7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly ,jid ce!ling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or B10, 'le. Apply plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. {2efer to a division of I NI 1, or for r acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS134 Ply: 1 SEQN: 635469 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-C li "C" Qty: 1 FROM: AH DRW. Truss Label: A8 I Wgt: 215.6 Ibs .. / ... 09/29/17 7'10"9 13' 19'10° 26'8" 31'9"7 39'B" i 7'10"9 5'1"7 + 6'10" + 6'10° + 5'1"7 + 7'10"9 o5X8 m3X4 --5X8 T D E F 12 6 �3X4C G 3X4 5n o Ifo• � I � 1 64X6(A2) B Hm4X6(A2) � A I 1 P O N M L K J 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 �1' 7'8"13 4'3"3 1' 6'10° 6'10" 1' 4'3"3 T8"13 1� 7'8"13 I 12' 13 19'10" 26'8" 27' " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 1716 1953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 / 716 / 953 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 Code / Misc Criteria Creep Factor. 1.5 P H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf BldgCo de: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.531 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft I Rep Factors Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 ItFTlRT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 I Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A- B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 C - D 1440 -2299 G - H 1582 -2760 Value Set: 13B (Effective 6!1l2013) D - E 1507 - 2281 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC B - P 23BB -1259 M - L 1992 -997 P - O 2385 -1259 L - K 2385 -1288 Wind �! O - N 2385 -1259 K - J 2385 -1288 Member design based on both MWFRS and C&C. A '� N - M 1992 -967 J - H 2388 -1288 ' Maximum Web Forces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. p. p. P - C 258 -14 M - F 400 -262 C - N 367 - 494 F - L 447 - 224 MA D - N 447 -224 L - G 366 -494 � � D - M 400 - 262 G - J 258 -16 � TATE E - M 326 -409 40 01 SA38 FF 513 8180 813 7F48 00 99 2E 95 FB 3hi;tiamkvra trrvciaclt gs nod adssaladby MwziMarthaz, FE(n.uc.C•i7unjonthad=Ina waa46srrrmtr. gasxai �.tasenttcari�e. and capa�dys dasaa�A mm e�otar�ed ss�neM and s^alaet anE frog «2 auffianCcsts�saad¢ ms�t ba wariftedrsr smmy¢tacttarJa cr�ins_. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg Ihandlin 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 per 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 810, as applicable. Apply plates to each face of�truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, , listing this drawing indicates acceptance of pprofessfona 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 infaonation see this iob's general notes oaaeland these web sites: ALPINE: www.aloineitwcom: TPI: www.toinstora: SBCA: www.sbdndustrv.com: [CC: www.iasafe.oro Job Number: 136DCS134 4EB8 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Truss Label: A9 1 v �32 Ply: 1 SEQN: 7040391 T23 / Qty: 1 FROM: AH Wgt 204.4 Ibs 7'10"9 12'D"1 19,10" 27'7"15 31'9"7 7'10"9 4'18 7'9"15 7'9"15 4'1"8 o5X8 1112X4 �5X8 D E F 1112X4 m3X4 m3X6 mg8 m3X6 m3X4 1112X4 DRW: / ... 09/29/17 39'8" 7-10"9 T""13 4i'111"15 NO" 5'" "F4"+ 7'8'13 13 2�'L +'01 -- 902027334 39'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs. 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1130/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.178 E 999 240 Lu: NA Cs: NA VERT(TL): 0.411 E 999 180 Snow Duration: NA HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.656 TPI Sid: 2007 Max BC CSI: 0.654 Rep Factors Used: Yes Max Web CSI: 0-604 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL 1W B 1560 / 717 / 947 / - 1285 / 6.0 H 1560 / 717 1947 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1620 - 2488 B - C 1596 -2754 F - G 1495 -2370 C - D 1495 - 2370 G - H 1596 - 2754 D - E 1620 - 2488 H -1 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2381 -1269 M - L 2069 -1057 P - O 2379 -1269 L - K 2069 -1057 O - N 2069 -1027 K - J 2379 -1299 N - M 2069 -1027 J - H 2381 -1299 Maximum Web Forces Per Ply (Ibs) 1 Webs Tens.Comp. Webs Tens. Comp. ., . P - C 228 -16 M - F 528 - 335 C - O 333 -425 F - K 443 -230 O - D 443 -230 K - G 332 -425 e - D - M 528 - 335 G - J 228 -17 S " E - M 380 -478 V 40 01 SA38 FF 58 8180 BB 7F48 00 99 2E 85 FB aticltaattrxahwe�aa altctt ys snd'WO asatadby rAarassl MWtbex, (rt. tac. eazis3:i cn �m datrt aRawaa atnaa w.ii� z ssis�a ��32setst�s;esnsm�f, a nutsd apisaaf hh 40&38S'MI ma not UWAI&COd ugmdared znlad aead tFc saR.� soaCsaa�.aaasc+Jm racer Qm �editedrat s�y°adectratvi; . . rstfas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tiid ceilmp Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. im i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rPi 1 Sec.2. Job Number: 136DCS134 4EBB 1828-Cali "C" /DR Horton AEBB Truss Label: A10 7'10"8 7'10'B T 12 6 p m 0 4X6(A2) B A "C" I Qty: 1 Wgt 2.81bs I FROM: AH 67 / T5 /HIPS I DRW; 11' '1"4 I I'2 I3'8 39'8" 3°164 217I 2T8 7'10"8 35X8 912X4 =3X6=3X4 a5X8 D E F G H 1 @ 3X4 S R Q P O N M L 192X4 m3X4m3X6 �3X8 1a3X4 m3X6=3X4 192X4 �1' 7'8"12 3'3"4 4'11"4 5'11"4 4'9"8 1' 7'8°12 11' 1, 16'11"4 22'10"8 27'8" 28' " 3'3"4 39'8" H 3�'1 09/29/17 Loading Criteria (psf) Wind Criteria ISnow 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/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 16D mph Pf: NA Ce: NA VERT(LL): 0.187 E 999 240 B 1561 1718 / 940 1- 1264 / 8.0 BCLL: 0.00 Enclosure. Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 / 940 1- ! - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 rg Width Re q = 1.8 J Min BBearin Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 s B & J are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It I Rep Factors Used: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60I WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1686 -2613 Lumber B - C 1613 -2757 G - H 1678 -2600 Value Set: 13B (Effective 6/1/2013) C - D 1551 -2432 H - 1 1551 -2432 D - E 1686 -2613 I - J 1612 - 2757 Top chord 2x4 SP #1 E - F 1686 -2613 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp_ approved 1/30/2013 by ALSC B - S 2384 -1284 O - N 2125 -1106 Wind S - R 2382 -1284 N - M 2125 -1106 Member design based on both MWFRS and C&C.e ��e R - Q 2125 -1076 M - L 2381 -1313 IE 4se Q - P 2125 -1076 L - J 2384 -1313 11W o P - O 2617 -1375 'A 4: Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 229 -19 G - O 279 - 334 * - STATE OF C - R 330 - 408 O - H D R 398 H M 657 - 405 395 04 �� - -257 - D - P 668 -414 M - 1 -256 329 -407 �v, P-G 112 -109 I-L 231 -20 Vol; ... � E-P 274 -330 40013A38FF5B81BOBBiF4&(10992E85FB 7F,fcttei•c4�tat�errek s%xrtdaz�ssafad bl'EI7maxl Ntart6ees ?E Gt. tit. rAnUf on t.Aodaf ahawn abeam wnl# a SNA 4 wclhm6mlizneodm, WbIrdccptmsarlidocramwAmmnot crAkwedsep da dasalad =d the,aWhent3ca5ts Mde M�k tatrlMf dm=ydettivnic emtles. "`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 Component Safety Information, by TPI an 7 SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSt. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, 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 Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trtrusses.A seat on this drrawing or cover page listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes oaae and these web sites: ALPINE: WWW.aiDineitw.com: TPI: www.toinst.oro: SBCA www.sbcindustrv.com: [CC, www.iocsafe.om Job Number: 136DCS134 Ply: 1 SEQN: 6354781 T221 SPEC 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: All Wgt: 222.6 Ibs .. / _.. 09/29/17 IT P P SO n in =4X61 3�"I T10"8 10'0"1 18'4"14 20'0"1 22'4"7 28W1 2 2'9"9 f" 7'10"8 + 2+ 8'4"13 + 37"3 + 2'4"7� 511"9 " 5 =6X6 =3X4 =3X6 102X4 I 1112X4 =3X4 =3X6 =3X4 �3X8 =3X64X10 0&4 F1' 7'8°12 2'3"5 4'1"6 8'3"1 5'3"9 1'4" 7'8"12 10'0"1 1111 16'1"8 22'4"7 27'8" 29' 2115 ' '12' 3r 1'11"5"I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 200 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: If EXP: C Mean Height: 15.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 39'8" 7'10"7 7'8"11 39'8" 1� T E 1 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R ! U / Rw / Rh / RL / W PY NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 / 718 / 930 / - ! 257 18.0 Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 / 716 / 933 ! - /- 18.0 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.821 Mfg Specified Camber: Maximum aximum Top Chord Forces Per Ply (Ibs) Plate Types}:I Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1843 -2891 B - C 1631 - 2759 H - 1 1567 - 2353 C - D 1620 -2509 I - J 1584 -2459 D - E 1805 - 2825 J - K 1628 - 2755 E- F 1843 - 2891 K- L 27 0 F - G 1843 - 2891 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ,, B - T 2386 -1304 P - O 2360 -1269 k ova T - S 2383 -1304 O - N 2360 -1269 wtS - R 2201 -1143 N - M 2380 -1327 R - Q 2201 -1143 M - K 2382 -1327 t � � Q - P 2847 -1528 No 041402' 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. T-C 215 -22 G-P 286 -354 13 STATE OF C - S 331 -375 P - H 695 -421 ¢ D - S 400 - 289 H - N 1083 -1549 *� .asy D - Q 809 -492 I - N 1928 -1294 Q-E 313 -390 N-J 320 -377 E-P 138 -99 J-M 217 -21 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB Yzh ltsmhas ta�esa stsctr�sic�+.xtts scaled mY vta��s�1 Mtafttttea, �. (Ft. ti+c.GaaF&Z.{ smi�c ds9sshasvn atxr�.ix.�lg nstr�t. azenrets�c,iteass�sc reseed copiastafcf%: a ww� tMnot cx devod s4sadi Atnhi =d lho..ri2.3 asntlsn rdtc¢s cedemust tmuslif on amgsdectrarsY. Cn3ns_. "`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, byV TPI anc7 SBCA) for safety practices prior to performing these functions. installers shall provide temporarryy BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Jein9Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS134 I Ply: 1 SEQN: 635465 / T4 / HIPS 4EBB 1828-Cali "C" [DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: Al2 I I Wgt 211.4 Ibs .. / ... 09/29/17 7'8"12 19' 14'3"11 19' 9' 0" 25'4"5 30'8" 1'1 "4 3918" 7'6"12 1'3" 5'3"11 4'8"5 10 5'6"5 5'3"11 1'3. 7'8"12 =3X4 =3X61112X4 =3X4 =5X6 Dm5 6 E F G H I 12 T 6 1112X4C J 1d2X4 T o 1 =4X6(A )B K=4L6(A2) jl S R Q P O N M =13X4 =3X6 m3X4 m3X8 m3X4 =3X6 m3X4 1' 7'10"8 4'1"8 2'0"3 5'9"13 5'9"13 2'0"3 4'1"8 7'10"8 1' 7'10"8 12' 14'0" 19'10" 25'7"13 27'8" 31'9"8 39'8" Loading Criteria (psf) Wind Criteria I Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 / 720 / 921 / - / 223 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 G 842 180 K 1561 / 720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft K Min B Width Re 1.8 NCBCLL: 10.00 I Code / Misc Criteria Creep Factor. 1.5 r9 q TCDL: 42 psf Bearings B & K are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.560 Spacing: 24.0 " C&C Dist a: 3.97 ft I Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. GCpi: 0.181 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H - 1 1873 -2960 C-D 1811 -2719 I-J 1810 -2719 Value Set: 13B (Effective 61112013) D - E 1873 -2960 J - K 1644 -2767 Top chord 2x4 SP #1 E - F 2029 -3246 K - L 27 0 Bot chord 2x4 SP #1 F - G 2029 -3246 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind + B - S 2395 -1311 P - O 2993 -1625 Member design based on both MWFRS and C&C. S - R 2260 -1186 O - N 2260 -1216 "kV,.. R - Q 2260 -1186 N - M 2260 -1216 AN ,r Q - P 2993 -1614 M - K 2395 -1340 No 047102 Maximum Web Farces Per Ply (Ibs) e Webs Tens.Comp. Webs Tens. Comp. WA C - S 405 - 328 P - H 329 -187 S - D 489 -426 H - O 378 -520 "^STAIED - Q 944 - 562 0-1 944 - 562 *1 Q - E 378 - 620 I - M 489 - 426 4 i ° E - P 329 -167 M - J 404 - 328 ..d. .I����_� G-P 228 -303 40015A9,8FF5081BO807F480099ZE85FB rbis9temhasbscn clecti€ yztpcmd.wd14A.dby VA" Martlr=, K (ri.. ift..0471ml an the daft stmwn AWN W"NIS a sHrvl . lienti a&nes:Je, �r tcdtr iasrxitfss dmuzvaa not rcnsl3uad s pwd and%calad an6 tha.:�A3aa.Rha3 `ttaSYc�s¢xx9e mutP:aroerif.�a�dsctrmtsk ss:ytas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise jop 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 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIPfPI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro essiona7t engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS134 Ply: 1 SEQN: 635480 / T241 SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A13 Wgt: 203.0 Ibs .. / ... 09/29/17 f 1'4"118'061 0411• 26'4 "1 ' 29' '"9I 39'8" 64410 3788'00""1 + 2,4 627"1399 7'10"7 Hm5X6 T=4X4 =3X6 ' T 12 Cab 8 D E F G 133X4 T 6 io m v 1=3X6(A1) � A R Q S O N M L m3X6 m P m4X10 m3X6w3X8 13'4" 5.8. 20'8" 1' 8'1"13 3'103 2'1"3 6214 7'3"15 1'4" 7'8"11 1' F 8'1"13 12' 14'1" 20'4"1 27'8" 29' 2115 39'8" 3F 1'11"5� Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.053 G 999 240 B 517 / 210 / 343 / - / 257 / 8.0 Lu: NA Cs: NA VERT(TL): 0.128 G 999 180 S* 318 / 142 / 157 / - / - 168.0 Snow Duration: NA HORZ(LL): 0.017 R - - J 900 1417 / 608 / - / - 18.0 HORZ(TL): 0.042 R - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.621 S Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0A91 J Min Brg Width Req = 1.5 Bearings B, S, & J are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.869 Bearings B & J require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 454 - 526 B - C 172 -454 G - H 758 -1004 C - D 607 - 222 H - 1 774 -1029 D - E 454 - 525 I - J 831 -1336 E- F 454 - 525 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ ! �wr B-R 318 -232 O-N 1069 -590 + R - Q 328 -233 Q P 328 233 N - M M L 1069 1117 -690 617 - - - - - P-0 778 -1087 L-J 1119 -617 NO 04710Z .a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ $TAT C - R C - P 330 - 60 507 -862 O - G G - M 470 404 - 656 -388 yea P - D 725 -1096 M -1 367 - 445 4A D - O F-O 1282 -713 270 -349 H - M I-L 817 193 -601 24 40 01 SA38 FF 50 8180 6B 7F48 00 99 2E85 FB Thh ltam hit bxcn claelszHsicai/s siad artd waled by' mw�e1 Mart€ az .it". Lk.M7SE21 m the &I shown aloe L-vng aSHdr3 MA C ritkamncod 0. Fibtadct xorr9dsdtsmraa twvgot crmns8&ndsW mtsdsrmlasd �,! trsa. 2muRiventitatea9a n+;st�a arx#T�deas arsyc�cctmnk sryfas.. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety, Informationby,TPI an SBCA) ,sa shipping, practices, prior to performing these functions., ,Installers shall,prpyide temporary eta Cellig. t ocanons snown Tor ermanent iaterai resrrainT oT wens snan nave Draan msTanea per tscst sections tsa, tsr or tsiu, 'le. ADD9V Dlates to each face o truss and Dosition as shown above and on the Join Details. unless noted otherwise. (2efer to a division of ,im i,orTorr acceptance any structure failure to build the g or cover page. rn. The suitability Job Number: 136DCS134 I Ply: 1 SEQN: 6354631 T121 HIPS 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A14G I Wgt 242.2 Ibs / ... 09/29/17 T 0 1 m4X12i 7+ 9'0" 11'6"4 10 ' I 3 228" 2'1°12 4847' 4'6"4 515T12 29{ 210" 585"2 + 7' =6X8 IM4 r=5X6=84X6 1112X4 m6X6 12 C=cvc . D TC2 E F G H =Avol J 4 q 16 Lqlm h-q ims 1 F4 &F\1 i 1114X4 195X8(R) = X12 = X12 = X6 III X4 --- —11'4" 28W 64III49 5' 5 44 + '2° 6 f2T8" 208012 29"12 399" 8"�166' 04 1124 11728, F1� Loading Criteria (pso 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: 15.09 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ftI Loc. from endwall: NA GCpi: 0.181 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1l2013) Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4, W9 2x4 SP #1: Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% leggth of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.1 13"x2.5", rtmin.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. T co 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.144 1 999 240 B -116 / 116 / 30 / - ! - / 8.0 Lu: NA Cs: NA VERT(TL): 0.335 1 999 180 S 4524 / 2025 ! - / - / - 18.0 Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 ! - ! - / - / 8.0 HORZ(TL): 0.052 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Big Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 TPI Std: 2007 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Rep Factors Used: No Max Web CSI: 0.723 Beatings B, S, & K are a rigid surface.Bearings B, S, & K require a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H -1 1427 -3199 C - D 2586 -1160 1 - J 1678 - 3751 D - E 459 -1040 J - K 1628 - 3574 E - F 459 -1040 K - L 27 - 20 F - G 459 -1040 Maximum Bot Chord Forces Per Ply (Ibs) .. Chords Tens.Comp. Chords Tens. Comp. B T 396 857 P O 3773 tee - - - T S 403 884 O N -1705 3773 . - - - -1705 g 047102 Noe S-R 1031 -2342 N-M 3112 -1400 R - Q 1031 - 2342 M - K Q P 2229 3139 -1407 - -1022 - , Maximum Web Forces Per Ply (Ibs) SAt STATES' OF - Webs Tens.Comp. Webs Tens. Comp. a - T - C 636 -156 G - P 1513 - 630 C - S 976 - 2197 H - P S-D 1490-2832 P-I 433 - 539 326 673 3 8 fl Q - G -1853 N J 822 - 356 E-Q 395 -461 J-M 625 -145 40 015A38 FF 58 81. BO BB 7F48 CO 99.2E 95 FB ltetac=%d aoxfedby Uwkwk 1Math", a"'E (r4. t9c.�7s9z(csi ti�e�Z.asttawo��az.3ngaSN�3 ter,Ccatsxad� 'metedeoplruaftfiado mamxatsawczs 1&=dskn dandsmitd srd tics ?'�€thent3c�tIIs�+accxdcmut Y�m�rirb�on�dcxttor� tcyins. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building' Component Safety Information, by TPI an91SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 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, orifor handling shipping, installation and bracing of frusses.A seal on this drawing or cover page_ _ listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS134 Ply: 1 SEQN: 7040531 T11 / SPEC 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 ' FROM: AH DRW. Truss Label: A15 Wgt: 207.2 Ibs / ... 09/29/17 r 13'+ 17i 2939"9 39WT 15 845641 7"99 71077 71.5 93 13 i I =5X6 12 =5X6C =3X4 =3X6 J43X4 m TT 8 p Oa5X8 E F G -5X12 H o (a) rp �1 I=3X8(AA1)B Ke3L6(A1) 1 T S R� Q P O N M 1 =3X4 =3X4 =4X8 112X4=3X6 =3X8 1112X4 13'8" 5' 21' F1' T1"12 6'4"8 " 2 4'8" 5'8"5 1'5"11 2'11"5 7'8"11 1� T1"12 13'6"4 18'8" 24'2"5 258 34 31'11"5 39'8" ~2W i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): -0.053 N 999 240 B 533 / 244 / 354 / - / 277 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 S 686, / 238 / 349 / - / - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.018 T - - Q 1284 / 594 1615 I - I - / 8.0 Des Ld: 37.00 (T )� EXP: C HORZ L 0.033 M K 775 / 354 / 532 / - / - / 8.0 � Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS NCBCLL: 10.00 P Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 B Min Brg Width Req = 1.5 Load Duration: 125 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.404 S Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 tt Rep Factors Used: Yes Max Web CSI: 0.576 Q Min Brg Width Req = 1.3 FT/RT:20(0)/10(0) Mfg Specified Camber: K Min Brg Width Req = 1.5 Loc. from endwall: Any Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 15.01 .0�10402 00 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP #1 A - B 27 0 G - H 549 -491 Bot chord 2x4 SP #1 B - C 592 -585 H - I 938 -738 Webs 2x4 SP #3 C - D 588 -446 1- J 1003 -739 Lumber value set "l3B" uses design values D - E 246 - 79 J - K 1108 -1072 approved 1/30/2013 by ALSC E - F 549 -491 K - L 27 0 Bracing F - G 549 -491 t 0 50 (a) Continuous lateral restraint equally spaced on ryes member. Or 1x4 "T" reinforcement. 80% length of �� . Maximum Bot Chord Forces Per Ply (Ibs) 0. Chords Tens.Comp.Chords Tens. Comp. web member. Same species & SRB grade or better, ��. W attached with 8d Box or Gun (0.113"x2.5",min.)nails, �» B - T 456 - 393 P - O 680 602 � T - S 427 -329 O - N 680 -602 Scabs S - R 310 - 233 N - M 881 - 808 Tray () R - Q 310 -233 M - K 884 - 809 (1) 2x4x0-3-11 x SP #3 scab at right end. Attach t Q _ P 685 _602 scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st STATE QF panel point: (0). Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. Wind 4 Member design based on both MWFRS and C&C.` C - T 291 -110 Q - H 1510 -1381 D - S 72 22 -708 H - N 206 -94 S-E 203 -263 I-N 476 -557 SEPJAL.#"' E - Q 494 - 378 N - J 590 - 475 4001SA38FF5081E0BB7F4800992E85FB G-Q 265 -321 J-M 266 -64 Thu Item It= bszn%ApedWds I.d by fAawd wrkioazt FEOL. Lk047ES21 on the dOAVt WW &Qwt Wei; a SKAK aer;�s�iQ, 512.1 °d CMI'MaI&A dwWWA=rot amll&�nd S'6 a ti mind mad the V'.R#E asfficnfmtkmCcOa m m tm vdfw CA=Vdectr°rk. ceplo3. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exUeme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrrYY bracing per BCSI. Unless noted oherwise,top chord shall have property attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z far 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 ANSI/TPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pr 3 essiona engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. TEBB 1828-LabelCA16C"C/D Horton /4EBB 1828-Cali "C" I Qty: 1 8.4 Ibs I FROM: AH 82 / T14 / GABL Page 1 of 2 I DRW / ... 09/29/17 I Wgt T 12 M 1 N—3X6(A1)B 9'11"15 13'9"l2 18.8" 2'11"15+ 39"13 + 4'10"4 ftla 22'4"1 2 '2"9 29' 31'9°7 3'8"1 + 3'10"8 + 2'9'7 + Z97 �5X10(SRS) =3X4 ID nwer•tEF G H I J Z Y X W I V —3X4 =3X6 T S R Q P =3X4=3X6=-3X8 39'8" i 7'10°9 "X4 :�Nm3CX6(Al) I . 13'8" S. 1 21' 1' T1"12 I 2-11.15 375 5'1"12 3'6"5 3'8°12 3'0"15 2'11"3 T813 1' T1"12 10'1"11 13'4° 4 18'8° 22'2"5 25'11"1 29' 31'11'3 39'8" X"4 Loading Criteria (psg Wind Criteria I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7 10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 / 240 / 340 / - / 317 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 732 1276 / 342 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 1590 / - / - 18.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.030 P - - N 790 1360 / 530 / - / - 18.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Cree P Factor. 1.5 Wind reactions based on MWFRS TCDL: 4.2 psf I B Min Br Width Re 1.5 sf Soffit: 2.00 BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g q = P W Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.415 Re Factors Used: Yes Max Web CSI: 0.478 U Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 � P N Min Brg Width Req = 1.5 Loc. from endwall:lAny FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. GCpi: 0.18, Plate Type(s): Bearings B, W, U, & N require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 A - d 27 0 H - 1 680 -683 Bot chord 2x4 SP #1 B - C 652 -573 1- J 680 -683 Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863 Lumber value set "'I 3B" uses design values D - E 393 -297 K - L 989 -739 approved 1/30/2013 by ALSC E - F 389 -293 L - M 986 -766 Plating Notes F - G 680 -684 M - N 1099 -1106 G- H 680 -683 N- O 27 0 All plates are 2X4 except as noted. ("*) 1 plate(s) require special positioning. Refer to m 7Z. dip Maximum Bat Chord Forces Per Ply (Ibs) scaled plate plot details for special positioningee, •Chords Tens.Comp. Chords Tens. Comp. requirements.," No 0 woo" B-Z 445 -399 U-T 581 -508 Wind 0 Z-Y 386 -323 T-S 577 -510 Member design based on both MWFRS and C&C. 0 Y - X 386 -319 S - R 733 -628 X - W 386 - 319 R - Q 733 -628 47 Additional Notes I W - V 464 -379 Q - P 911 -801 See DWGS A16015ENC101014 & GBLLETIN1014 for STATE OF V - U 464 -379 P - N 914 -802 gable wind bracing and other requirements. + ae�. ,? Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. y C-Z 194 -72 I-U 221 -252 Z - D 228 - 95 U - J 1558 -1419 400155A38FF56S1DDB87F4800992E95FB D-Y 100 -e T-J -2 D -AA 909 - 801 J - S 203 203 -163 Theiramaastmaelez s ncd=16 s4aiedbyWsmcrrrtarttnc.4 AA-W 935 -825 S-K 136 -14 (Ti t€c.raat&z{arieheasQshgwcafaa��agasrr�a W-F 91 -175 K-Q 343 -191 x�.•ih an�a.t�at cage. F -AB 421 -394 Q - M 638 -496 triicgp"afthkdocu=t not ams# cdsknedand �lad AC -AD 421 -402 L-Q 565 -773 mrsEarra yda tranf AD- U 426 -403 M - P 279 -65 rr�les. "WARNING— BREAD AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS trusses require extreme care in fabricatipg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building omponent Safety Information, by TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy )racing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or I as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. ttefer to irawings 160A-Z for standard plate positions. 41pine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the :russ in conformance with ANSIhPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p%e. _ fisting 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 ANSI/TPI 1 Sec.2. Job Number: 136DCS134 Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 09/29/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 66 - 75 V -AC 91 - 27 AB- G 79 -48 AD- H 18 -23 "No 047402 r. « ;R STATE OF s' a X %� 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E 95 FB M hallam lwtckrdnuric ys aed am9:r_alad by Wry lMartinaz, 1sz(n..[tc. 0471921 on the date shown ah¢ Wng aSNtl =thCntStnt1Qnctdc. PmtadcWlnofftdo =tntzfenot cmd6onddipwdandsrakd and the SKA ad?hent,ead=ctde m"I he wrified on jdcdwnk czplm. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anSBCA) fo'r 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 ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Details, unless noted otherwise. kefer to 60A-Z for standard plate positions_ a division of "I PI 1; or for handling , acceptance of profe! any structure is the re. ral notes page and these web its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability I Job Number: 136DCS134 I Ply: 1 SEQN: 704009 / T2 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-C I! "C" City: 1 FROM: AH DRW: Truss Label: B1GE Wgt: 134.4 Ibs .. / ... 09/29/17 10'6" 214" �—Z8'—'' 1'4"-1 (TYP) 1 B4X4 H J G K 12 F L - 6 E M uEOi D N m - C O m2X4(Al) B I Pm2X4(A1) A Q IAE AD AC AB AA Z Y X=3X4 W V u T S R 21'4" 21W 1,'{ 214" Loading Criteria (psf) Wind Criteria I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE -10 Pg: NA Ct: NA CAT: NA PP Deflection in lot Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph I Pt NA Ce: NA VERT(LL): -0.001 H 999 240 p" 81 137 139 /- / 11 / 255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C L 0.003 R - - �)� Bearing B is rigid surface. 9 a9 NCBCLL: 10.00 Mean Height: 15.00 TCDL: 4.2 psf ItHORZ Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel ist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1I.60 WAVE VIEW Ver: 16.01.01.0402.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 F-G 202 -29 N-O 74 -84 Value Set: 13B (Effective 6/1/2013) G - H 253 -21 O - P 81 -113 Top chord 2x4 SP #1 H - I 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-AE 175 -108 X- W 192 -107 Plating Notes > AE-AD 183 -110 W - V 191 -107 All plates are 2X4 except as noted. AD -AC 185 -110 AC -AB 188 -111 V - U U - T 189 187 -106 -106 Wind W, *� AB -AA 190 -112 T - S 185 -105 Member design based on both MWFRS and CBC. AA- Z 191 -112 S - R 183 -104 I Z-Y 192 -113 R-P 175 -103 Additional Notes .+ Y - X 192 -107 See DWGS A16015ENC101014 & GBLLETIN1014 for able wind bracing and other re uirements. 9 9 Q � Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp_ v r t , + C -AE 174 -103 W - J 167 153 - 83 wq, 0 RA�vwg�� D -AD 88 -65 V - K -73 `; E-AC 101 -74 U-L 100 -73 01 188 Uiwbtl G -AA 153 -73 S - N -65 SteL *' H-Z 187 -83 R-O 174 -103 X - 1 0 -162 40015A38:FF568f803137F4800992t 85FB M110'm'hnbow mid =ladbyria lMartbW4 PE (R. uc.6471ni"the datm spawn abaw u-.laga VA4. a r:d4entitatteat=d& nbtad cavpisa9'ttds chum= a ac not c> mid—d%knai=m =a lad are tlae.' *.A.+»'xxft vt;=Uan=de mwt tzmaarM dmmwfdactrank codas —WARNING", READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ!re extreme care in fabricatingg, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) f-or 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 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 drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trvsses.A seal on this drawing or cover page listing this drawing indicates acceptance of 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. Job Number: 136DCS134 Ply: 1 SEQN: 704010 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 ' FROM: AH DRW. Truss Label: C1GE I Wgt: 78.4 Ibs / ... 09/29/17 7' + 14' T T �- 1'6" --}- rTVP1 { G=-4X4 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP Al Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 14' Snow Criteria (Pg,Pf in PsF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): -0.001 F 999 240 L• 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): -0.003 E - - B Min Brg Width Req = - HORZ(TL): -0.003 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 WAVE VIEW Ver: 15.01.01.0402.20 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B-V 145 -46 R-Q 164 -49 V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 165 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 . V Nok, — w N y10 Maximum Gable Forces Per Ply (Ibs) '7' V 01.Gables Tens.Comp. Gables Tens. Comp. No ' C - V 122 - 56 Q - H 205 -83 D-U 115 -75 P-1 159 -72 * E-T 159 -72 O-J 115 -75 ' F - S 205 - 83 N - K 122 - 56 STATEOF G-R 13 -89 "itaalax•- SERIAL #: 40 015A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB riic Itamrtaa barn okdraatio�8jzi�atadarrd uafad try iAa�ssrt Marttnaa, Pf.(FL, M.C47=1 on the data shown Wxm tr,*nda SPA4 asdt ercicatiawi codm Ft'mtad capkn ofthk dolt r_ca two not crosldaaod sgcud and slulkd anti Ole SK*I aw entra'icsscode mast ta•adfiad m amydactrank alas. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —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, b TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly oiid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or i' e. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any Irawing,any failure to build the this drawing or cover page esign shown. The suitability 1 Sec.2. Job Number: 136DCS134 I 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: EJ7 I Ply: 1 Qty: 14 Wgt: 23.8 Ibs SEQN: 704014 / T19 / EJAC FROM: AH DRW: / ... 09/29/17 C 77 7- 12 6 M " O l!7 4(A1) B �L3 A i D 7' 7' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASC 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 I Pf. NA Ce: NA VERT(LL): NA B 336 / 117 1259 / - 1173 18.0 BCLL: O.OD Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 !- / - / 1.5 BCDL: 10.00 Risk Category: 11 I Snow Duration: NA HORZ(LL): -0.021 D - - C 171 1133 191 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15 00 it Creep Factor: 1.5 B Min Br Width Re 1.5 9 q Soffd: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.496 D Min Br Width Re - g q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft• Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwi ll: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Ch d T Co Ch d T Co Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 113012013 by ALSC I Wind Member design based on both MWFRS and C&C. KM1711F= e a T 40 015A38 FF 50 81 BO BB 7F49 00 99 2E95 FB Thttttamt=t=naltamntea�f*ned=&s Iaaby mwAwlaariirw, or s ens. mp. or s ens. Trip. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ?E {ki,. tts.�irtH2{ en Ktt� datcstwWna64wa 4�ng a SkFA 3 az�3t ¢r�titatfaca em�a. �'rtad e��cai'd�s doccxaeri�renntcxa�6Ersed st�rw:5amd salad an6 tF�.�.na a�4heiP�A&xsccx!¢muttra ae�if'rdmacyd«tmri4: assias: —WARNING—, READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabridatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TP1 pind'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary bracing tier BCSI. Unless noted olhermse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI �i PI 1, or for handlinW 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 ANSIITPI 1 Sec.2. Job Number: 136DCS134 Ply: 1 SEQN: 704013 / T16 / JACK 4EBB 182E-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: 13J5 1 Wgt: 16.8 Ibs .. / ... 09/29/17 T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5' 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.009 D - - HORZ(TL):-0.011 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 1 47 aW w rC � C T 0 40 01 5A 38 FF 56 8160 BB 7F48 00 99 2E 85 FB rRb ItamRvabem ekuranfcaRj siSnad aced sealad by lAamal Martina:, n (a. Lk.C478921 on the dal¢ shaWa abate W1ng a SHA•1 actn enrca ticn rxs�a. e'�tad agraaaartt�s donrrsat sam nrt mmtt�esmd'd and srakd ai�the ^V-14wt3rantkats'srar,cedcmmibAw Miedmatrgdodrark CM10 . C 1 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 263 / 96 / 208 /- 1129 18.0 D 90 /13 170 !- !- /1.5 C 119 /93 /62 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Beating B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an9'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. ApplV plates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to a division of any Irawing,any failure to build the this drawing or cover page esfgn shown. The suitability 1 Sec.2. Job Number: 136DCS134 I Ply: 1 SEQN: 704012 / TI7 / JACK 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wat 12.6 Ibs I I ... / ... 09/29/17 C 31 I 1i 31 Loading Criteria (psf) Wind Criteria I Snow Criteria (Pg,Pf In PSF) DefI/CSI Criteria TCLL: 20.00 Wind Std: ASCE -10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph IPf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - - Des .00 EXP: C Mean Height: 15.00 ft HORZ L -0.004 D ) NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:.2007 Max BC CSI: 0.072 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwa'I: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver. 15.01.01.0402.20 Wind Duration: 11.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC I Wind Member design based on both MWFRS and C&C. 40 015A38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB TD:rc wod fad by ma of btarunar, ♦ Maximum Reactions (Ibs) LOG R / U I Rw / Rh / RL 1 W B 193 / 76 1162 /- / 86 / 8.0 D 51 16 141 /- /- /1.5 C 64 151 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 n VL. rk, 047101 on the daft slwwa oba %=mi; a SHAM "CriocatiaA9£Ode_ ?vetnd copinaldds doca-.aptara not cwW& ad %Aatd�dccalad and t1taS+h+': authant Iii ac*de na .t hevrxdd on 2wydec1raak "WARNING'] READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TP,I anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache�ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of pro>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 ANSI/TP11 Sec.2. Job Number: 136DCS134 Ply: 1 SEON: 704011 / T18 / JACK 4EBB 182E-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 4 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs .. / ... 09/29/17 4"3 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: 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 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C 12 6 � C 2X4(A1) B 0 -F Ce) O LO Ir" Ir— 1' 1' A 1r Snow Criteria (Pg,Pf in PSF) DeFlICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 47 =a � 181 .10 r t STATE OF I 40 01 SA 38 FF 50 8180 BB 7F48 00 99 2E 85 FB chit itemivn �utrekdroat ys3Ened and Icd by 1Aa.tl Martinez, fE fn.. I.ic. �tr.is21 an the ifa4¢ ahae+n abase tc9og a SHA-1 a4e"thEritep4b�8kr�G,1C., rFli=d ctpistaf tiid doa:rtent a® not cmv3dcred vPtdsnd staled and iftc.S::A,:! avihvntaat" code nisei be vzdfr,.d onasydoettank alas. M 1 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 150 / 77 / 145 1- / 42 / 8.0 D 11 110 /18 /- /- /1.5 C -14 /28 /25 /- I- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI anc7 SBCA) tar safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise_ (2efer to 60A-Z for standard plate positions_ a division of iri i,oriorr acceptance any structure failure to build the g or cover page Fri. The suitability Job Number: 136DCS134 I Ply: 1 SEQN: 704015 / T21 / HIP_ 4EBB 1828-Cali "C" /DR Horton /4E68 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Label: CJ7 I Wgt 42.0 Ibs / ... 09/29/17 67 9110"1 6'3" 3'7" D ' 4.24 12 12 03X4 C v in ih a =2X4(A1) B 43 A 1Li I 1112'X4 =5X6 F E �-- 1'S" I 6'1"4 3'2" 6"1 6'1"4 93"4 9'1 Loading Criteria (psf) Wind Criteria I 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 [or, Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph I Pf..NA Ce:NA VERT(LL): 0.015 G 999 240 B 330 /208 /- /- /- /10.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 114 / - 1- /- 1 1.5 Des Ld: 37.00 EXP: C HORZ("fL): 0.010 F - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL:10.00 Mean Height: 15 00 it Cree Factor. 1.5 p B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL:4.2 sf P BCDL:5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surface.56 Spacing: 24.0 " C&C Dist a: 3.00 ItRep Factors Used: Yes Max Web CSI: 02 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0!18 Plate Type(s): VIEW Ver: 15.01.01.0402.20 Wind Duration: ).60 WAVE Maximum Top Chord Forces Per Ply (Ibs) Ch d T C Ch d T C Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads I -(Lumber Dur.Fac =1.25 / Plate Dur1ac =1.25) TC- From 0 plf at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. ` �f ''MAC %X SERIAL fk 40 01 5A 38 FF 58 8180 86 7F48 00 99 2E 85 FB stf<ltam'hnsbemclatrrnafcays;:nadand =aiedbyrAx lMaligns, 8E VL• W.047397,1 an the taxRcshown aifl-em u^.fng a SHd i au-ehentscasiem�,rnde. zaasmd err�ias nrxtd; doeerasrt arm not rmsadrsod sigard and zcal"d and thexa,a a ffic.dotic4rcdeea+ l U vartfiad an mudoctronk marex. or s ens. omp. or s ens. omp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqQuire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and fallow the latest edition of BCSI (Building nen[ Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporartyy per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfalled per BCSI sections B3, 67 or 610 icable. Apply plates to each,face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to' )s 160A-Z for standard plate positrons. a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawigg any failure to build the conformance with ANSI IfPI1 1, or for handling shipping, installation and bracing of trusses.A seal on this rawing or cover page_ this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability ce of this iawino for anv, s cture is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = L00 Ori 120 moh Wind Sneed. IS' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade" -,,_Braces No (1) lx4 'L' Brace 0 (1) 2x4 'L' Brace N (2) 2x4 'L' Brace Ism (1) 2x6 'L' Brace r (2) 2x6 'L' Brace Al Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B U S P F P #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, o' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Q Standard 3' S. 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' #1 4' 0' 1 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' V 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 111 8' 14' 0' 14' 0' (U I D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6. 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 4-> _ S P F #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 141 0' 14' 0' U l_i P Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O I I Standard 4' 2' 6' V 6' 5' 8' 1' B' 8' 10, 5' 10, to, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' \ / S P #2 4' 5' 7' 6' 7' 9' g' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14, 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, o' OJ 1 D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' to, 6' 10, 11' 13' a• 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 111 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' B' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' to, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' U LJ Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 f�l F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Il' 6' 12, o' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' 1' B' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P 02 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' e' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 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' rf Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' l2' 0' 13' 7' 14' 0' 14' 0' 14' 0' About L able Truss Diagonal brace option, T vertical length may be doubled when diagonal 18 X brace Is used Connect L diagonal brace for 600" at each end. Max web Brace total length Is 14'. BI X 11 2x6 DF-L 02 or better diagonal r 1 Vertical length shown I bracer single 8, In toble above. 1 or double cut L 1 45' (as shown) at upper end, O inuous BeoNn +i t tt1 1111/y/ i/ Connect tllagonn at midpoint of vertical web, , . r / Refer to chart above for 04 ib U Adpng OW FOLLOW ARi THIS DRAVINm mARNINWU READ AND ALL NaTES- ..IilP6ITANT- FM11SH THIS DRAWING TD ALL CONTRACTORS M LLMIM THE INSTALLERS s ' ' Q� �GENS 2�\ Truses re oWwr extreme care In FabrkatMg, handUM-.1,1pPing, bistaftand bradng. RePerr to and Poltoesthe latest edition of DCSI (Building Component Safety Information, gy TPI and SBCA) forl.safety pprractices prior to performing these functions. Instatters shall provide t-porary bractr�g par gCSL F \_ untess noted otherelse, top chord shall hove properly attached structural sheathing and botibn chord Lomatbns for lateral restraint of webs rg shall have a properly attached rig celOng. slam permanent B7 or B10, as applicable. Apply plater to each Face shall have bracing Installetl par BCSt sections the F truss and position as shorn above and on the Joint Details, unless noted otherelce. _ H[a or Refer to drawings I60A-Z for standard plate positions AlpMe, division of ITV Buxding Components Group Inc shntl rat be respansarte For arty tleviathn from S W: AN AN ITWOOMPANY this drae6+9, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shiP019, o hsta0at1on 6 bracing of trusses, A seal an this draeing or caver page listing this drar4,g, tndiCates occeptance of p'afe tonal ho of tlrowNip ergIneeri resporrlty rolNY for design sfa Drive fr on strmx:ture Is ttihw r of the Dmnlgner Per ANSI/IPI 1 Sect MO Earth City,MO 63045 Earth133BCity, For more Information see this job's gonerat notes a and these web sit- Wuctry.orgl •'"ef".4....I t0l, ALPINE. see.atpinelts.comi TPI, wse.tpinsstorgjSBCA, rrs.cbc ]CP wn)ccsafsarg Bracing Group Species and Gradesr Group AI S ruce-Pine-Fir Hen -Fir At / p2 Stnndard #2 Stud R3 Stud k3 ISt.ndardj DO u las Fir -Larch Southern Pinerirw 93 43 Stud Stud Stnndard Stnndard Group El Hen -Fir NI (L Btr gl Bo las Fir -Larch Southern Plnewww 61 gl g2 a2 lx4 Braces shall be SRB (Stress -Rated Board). :wfor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these qrndes,j Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' bracer space nags at 2' o.c. In 18' end zones and 4' o,c. between zones. XWor (2) 'L' bracesr space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Lennth No S lice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than Il' 6' Greater than 11' 6' 4X4 { Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 MAX, TOT, LD, 60 PSF MAX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10i 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 Ori 120 mph Wind Soeed. 30' Moan HPlnht. Partla tv Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace el (1) 2x4 'L' Brace x (2) 2x4 'L' Brace K (1) 2x6 'L' Brace sl (2) 2x6 'L' Brace Is Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' B' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' U S P f #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' It, 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' S' 9' 1' il' 2' 11' it, 13' 7' 14' 0' Q H F Standard 3' 0' 6' 4' 6' 7' 7' 6' 7' 9' 8' it, 9' 3' 1' 9' 12, 2' 13' It' 14' 0' —j (U S P f D F L #2 3' 8' 6' If 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' IS' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14, 0' Stud 3' 7' 4' t0' 5' 2' 6' 5' 6' 11' a, 9' 9' 1' to, 1' 10, 10, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13, 0' #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' _U S P F #3 4' 0' 6' 7' 7' 5' 8' 4' a, B. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' it, 10, 12, e' 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' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' it, 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 0 14' ' 14' 0' QJ Q DF Stud 4' 1' 5' 11' 6' 4' 7' it, 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' t0' 2' it, 0' 11' 9' 14' 0' 14' 0' _ �$ S P rr #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U Stud 4' S' 7' 7' B' 1' 9' 2' 9' 6' t0' III 1t' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O H F Standard 4' 5' 6' 6' 6' 11' e' e' 9' 3' t0' 11' 11' 5• 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' a, 0' e' 3' 9' 5' 9' 9' It, 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' a, If' 1' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11, 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' r-1 Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 1 11' 5' 12' B' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ee-Pine-Fir Hem-Flr #1 / #2 Standard #2 Stud 43 Stud 03 IStandard Dou Ins Fir -Larch Southern Ptnewxr #3 #3 Stud St d Standard Standard Group B, Hem -Fir q] 4 Btr q1 Dou Ins FV Larch Southern Pineomw nt at #2 1 #2 lx4 Braces shall be SRB (Stress -Rated Board). xxFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boords. Group B 11 values may be used with these rides. Liable I russ ILetQil NOSesi Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing C5 psF TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 1V plywood overhang. 'y^^ Attach 'V braces with 10d (0.128'x3.0' min) nits. About, oble Truss )K For (1) IV brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, T�n 2' 18'endzoneseand 6no.c.s, space nbetween zones. vertical length may be doubled when diagonal 18' )K me bracing rust be a minimum of 80% of web brace Is used Connect L member length. diagonal brace for 69011 at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. 1 Vertical Len th I No S lice 2x6 DF-L 02 or Less than 4' 0' 1 2x4 better diagonal r -}' Greater than 4' 0', but I 4%4 Vertical length shown — --br_ace)_single 8, less than l2' 0' In table above, or double cut_ 45' (os shown) at Z — — - — — _ * Refer to common truss design for upper end, peak —splice, and heel plates. Connect dbgonn at ntlnuous Bearing Refer to the Building Designer for conditions mid olnt of vertical web. Refer to chart above for max gs�b`1Se 11111rq(Na� length. not addressed by this detail. _104fdww READ WD FDUAV ALL wWFS IN TWS MAvlem .�` f`'�i., REF ASCE7-10—GAB16030 WISN .mDMTANTww rJTHIS DRAVIM TO ALL CENTRACTUM MMUDM THE DISTALI6R5. Trusses require ext—e core in fabricating, handling, shipping. installing and bracing. ReFer to and `.` ��5` DATE 10/01/14 Falloe 11latent v,I- of III III,, Component Sofety Inform 1, by 11 and IIIfor sofaty practices prior to performing these functions. L,statlers shall provide tonporary bratlng per BCSL Unless noted otherwise, top chord shalt hove properly attached structurat sheathing and button chord Z Rjp / DRWG A16030ENC101014 PONF shall have properly attached rigid ce1W,g. Lo=tbns shown for permnnvM lateral r.st,,Jnt of ebs G� Q FI shall have bnWp ion Installed per above sections an the J or Bhe, ks antes note. Apphy Watvs to each face of truce and position ll shoe above and on the 7 al, Dvtaes, applies noted otMrwlse. Ref er to drawings 16DA-Z far standard plate positbns. alpbne, a division of ITV Building components croup lno shot( not be responsfbte far any devlation from ATE OF AN tTWCOMA4NY t,as drawing, any failure to bold the truss h conformance worn ANSI/TPI 1. or for hendlho, shipping. -O MAX, TOT. LD. 60 PSF hat se t. o L bis d f <.vsses. :�� •�� ©R,aP. �q,, A sent on tfib droving ar rover pope design this drawing, hdcates accept— usI of of proawing eat engtrheerir,g responsanllq solely far the f the shorn The suir per and use of this drawing .. ' .z for a,ry struehre IS thx responsibility of a BuFdrg Designer per ANSVTPI I Sect Earth City. MO 63045 for more Information see this Job's general notes page and these web sites, f4Ay�l % N e�° !�t� MAX. SPACING 24.0' . 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Ja}o' t1;8uaI 1D714.JaA aiq paJlnbaJ aonuq 1 Jo ,-I, Bt, uoya. Jaa.oaJ6 4}8ual 1ooI�JaA algo� aooJq goos do nall uI paJlnbaJ a�DJq .1. JO .1. ON 'y�6ual .�agwaw do %06 sl a�D Ag 'sa�o.aq .1, .4o .-I. y�IM pa�aJq aq o} paau }ulor o} �•ulof wo Ad ,81r .eano sgaM uay} 'aDDJq goos o soy clam dI s)n0I:..AaA ul—�.a- 40-3 1! oI-aQ aIG'o9 gwaH Ddulaa 1. Hip Frame Details �d Hip Frame b rave s,n._ 9, 'R' lthed Use this detail -A-SEE-7-10,180-mph fors 30' Mean Hgt, Partially Enclosed, Hip Frame Exp C, or Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30'�fean Hgt-Partia(ly_En.closed, Exp D, or chords of hip frame system where Indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed,, Cat II, E�cp-C—or cords .,-steppedmust _y_stem must be So. Pine lumber, ASCE 7-02, 140 mph, Residential, Wind TC 30' Mean Hgt, Partially DL=4,2 psf, Kzt=1,00 Enclosed, Cat II, Exp C, Structur anels must be properly attached-dlr-ectl_y_ To he tat � �! lwOns, ..VARNDX4— READ AND FDLLDV ALL NOTES Q1 TM DRAVM se INP6iTANTFMISH THIS DRAVDI6 To ALL CMTRACMRS DICLUDDID THE DISTALLERS. Trusses require extreme care In fabricatft. handling, sNpping, kmWilnp and brachg. Refer to and ,.floe the l.t.st edition of BCSI (Building Component Safety Information, by TPI and SBCA) far safety prne4kas prior to Perf-" these funetlons. lnstaLLers s)all Provide teerporary brad per SCSI. Unless rated otherwise, top chord shnLL Imve properly attached structural sheer g nn bottom Cho sha4 Mve a proper4y attached'to�d ceUa� LocaYbns dam for p.rnnnent lateral rostr.lnt of xebl shnLL Have m position Installed par BCSI and the J or Ilet as nppllc no Apply rwis a to enC, face of truss and ppo, In. as sho.n above and an the Joint Betels, unless rated otherwise. Refer to drawings I6CA-Z for standwd plate p.sttlons. Alpkne, . division of RV Building Components Droop 1— shall not be responsible for my deviation Fr �N QT/✓aDMPJiPiY tNs droena any faaure to buld the truss In conformance with ANSI/TPI 1, or for handUno, sNppkng, NstaU.tlon L brecing of trusses. A seal on tMs droxlrp or cover page Ustho = d t* Mcates acceptance of profesdoral solely for the de aho.n The sult.bllty and use of We drawing 13389 LakeUonl Drive fr an�ero� resPnnslWkY oP f3a .411. D..IWw per ANSI/TPI I SecE Earth City, MO 63045 For more Information see this Job's general notes page and these it — ALPINE, sit ALPINE, —Alab Wt..con) TPD .ss.tpinstorgl SBCAn see.sbcindustryorg) ICd .eelccs.fea'g EF HIP FRAME ATE 10/01/14 RWG HIPFR1801014 a 10,172 DNI3HdS ��` v i IV "1 -"I " ,1t�` ' �g� " �� ,j;�V (�1%� �j y'� - +�y. .i' do 31V �-? = _ +j /� `�'i Yr�l \`: ''�, ��• V j}+,)/lt 'S�1 _.� D.roa;vs»I'u. 031 IDma+>snpupgc',aa M7HS IDm•>stgd}vu qdl Iuora}lauldto-aaa r*ndlV ao4js qaa afaya Puo a0a7 sa;ou 3-5 s.qq' R4 aas uolan jtR —W .j 2o-aS 1 IdVISW JW 4ftA-S &Wl Q a d. .t>Ingsuods" st a s A .10; m,a.V -rn !. asn P- AWMN f a41 -.4f 1�`n.P ra +D! .c,awfa ;DPDfuodlod— awe a Io4gas.;.A io avuo>daw. Iinvq 4 'D4a.+P aFp a4aan a9.d joA do 6uPa4 r'i4> u. lo.f v s,olm4 is B,4,r -1 1b1>.noaf4 'a4ddr s '&9Iwo e+d! +o 'I IdinSNV 4;N .� ow.3u.� 4 fan+; I'A nnq .; a+rnro! 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Callon tgooa Igoo}:iy X)K '.da3,q_aol uo a# 1-dQ `Z#/T# ddS '£# dS yxz sgaM '.Aaa.a.aq .Ao Z#/T# ddS uo NZ# dS {,xe pu0N3 :�oH 'uag4aq uo Z# 1-dQ 'Z#/T# ddS 'NZ# dS bxZ p AoN3 dol 00'T=!�z>j 'S 'dx3 'pasopu3 '�A{618H uoaW ,06 'Lidw 091 :OT-L 33Sd - WO:� aQ /,\all'OA Piggyback Detail - ASCE 7-10: 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 sf (min), Kzt=1.0. .. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. tea Refer to Engineer's seated truss design drawing for piggyback and base truss specifications. Detail A , Purlin Spacing = 24' o.c, or less Piggyback cap truss slant nailed to all top chord 12 purlin bracng with (2) 16d box nails (0.135'x3.5') chordand secure top h 2x4 03 grade Up to 12 (1 side only at each end) attachedwith scab 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4,, 2' Attach urA]n using (2) 16d box nails ng to the Fiat top chord (0. 35 x3.5 ). O.C. max t—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c, spacing In between, Detail B , Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 k3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3,5'). Up to 12 V I I 4' o.c. max Full Top Chord Scab (Typical Each End) Chord Flint top chord purlins required at I Depth both ends, purlin spacing > 24' o.c, —I Note, If purlins or, sheathing are not specified on the flat top of the base truss, purlins must be Ins tailed at 24' o,c, max. and use Detail A. td�}��ii1(JJ11 wwVARt( al. REAR am FaUZW ALL WTES ONnaS WAVQJ[i -OWMTANTaw I'MaSH THIS BRAVM M ALL CONMACTOiS MMUDW ITC INSTALLERS. v '1 �)gg Trusses In fabrlcatb,g, Installlno braCinc, Refer to nntl regdre ..t-- care handUng, sHpping, and fellow the Latest eCitlan of BCSI (Bulding Component Safety Information, by TPI and SBG1) far safety t� /� C . ! \,\G CNn �d practicvs prior to performing these fwctlons. Installers chat provide ter,porrory brntlr,p per BLSI. LkA s noted otherwise, top chord shalt hove properly attached structy d then and button d,e'd Un l `r IV r alma have a properly attached ceWrq, locations shorn Far permanent ,aline, restraint O h Face CSI l or RIo, as oppGc to.no Apply ptatesrwl-. to each Fneo shall have brncb,g installed Per Bbo sections the of truss aM ppoo. as sham and • on the Jot,t Dvtals, unless noted otheMse, ' AN ITW ODMPANY 16O Refer to drawings 160A-z for standard plate posltbns. pt Atpina a dlvlalon of ITW But dnp components Grouupp Inc shall t be responlble for any devlatton from this drawing,ro any falk re to build the truss In conformance with ANSVTPI 1, or for hanAng, swppk w — + b Insteltatbn & bracing of trusses. A seal on this drawkV or cover page Usting this drawing, hdicates acceptance of profesdonnt design The this drawing j +'s Earth ity,M nt30ve Earth City,M063046 er,glneeri,g responsal0.lty sdNY for the shorn cWtabiltty ohd use of for any struct,re La the respon59oWty of the Buldb,g Bewigrc per ANSi/IPI 1 Sec2 For more b,forhaticn see this a enrol notes ppoo and these web sites, ALPINE, wwwdaineiteeom, TPI. wwwtolnstorc SBCN wwe.ebCbutUstrvaro, ICG wwwleesgFooro :+,f re , �r1 VJNdI CN��. \t`` The top chord R3 grade 2x4 scab may be replaced with elther of the following, (1) 3X8 Trulox plat,el attached with <8) 0,120'x1.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note, Naling thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XI0 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nalts Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8) bd common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c, with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) in base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o.c Attach teeth to piggzback at time of Fnbrtcntlon. Attach to suppor ng truss with (4) 0,120'x1:3751-nails-per-face-per ply_ Piggyback plates may be staggered 4—o.c.-Front— to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(w) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement OY T-Reinf, L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3.0',min) nalls at 6' o,c. Reinforcing member is a minimum 807 of web member length. T-Reinf, L-Reinf, Scab Reinf orcementl Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.0',m1n) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. WARNIN111— READ AND FOLLOW ALL NOTES IN THIS DRAVDQ ,.DWORTANTM LLRNiSH THIS WAVING TO ALL CONTRACTORS MCUMM THE INSTALL= ...•r/ ��•v t\eL NjgA �•,, TC LL PSF REF CLR Subst, DATE 10/Ol/14 n Trusts re W extreme care In fabrkatin ,hardWg, shipping, tnstnlU and bra Refer to and fo8oe the r1o;et emtion of BCSI CBWding ConBponent So I, Dlfornatlon by TPL an Sd`� BCA) for safety practkac prior , parforning theca fto cttons. Installers shall provbie temporary br-d par BCSL Untess noted otherdse, top chard shag hove property attached structwal sneothing and button chard shall haven properly attached Nod telling. Locations shorn for permanent lateral restraint of webs Installed BCSI 23, B7 310, Apply to face JeY i� Q A/ ` ��C Ns� i � TC DL PSF C DL PSF DRWG BRCLBSUB1014 a �� L��J— small nova brotlng par coctlons or as apptkabte. plates each of truss and sitlon as shorn above and on the JoInt Details, unless noted ath—ft.. Refer to drawings 16OA-Z far standard plate posttlons. EC LL PSF Alpine, o daWslon of ITV BWlding Conponente Group inc shall not be spmsNle for nny deviation from _ SOT. LD, PSF AN MCOMPAW this drosMg, any faRure to build the truss In conformance M ANSVTPI 1, or for har tl, ah'yplag, h� S'� ATE o 13389 Lak&,onl Ddve Installation t bradng f trusses. A s L on this drawing or cover page lWtbV this drn.hg, bMcates accepto of professivml respawblUty solely for the design shown The sWtabB,ty and use of this drowbV far nny lsirvctve Is the reapanafb9lLy of the Bu¢ding DesVw per ANSVTP11 S-Z �L '. X +'(t' �s1 T� (1, t Fs 1A r' ((f` A W OUR, FAC. SPACING Earth City. MO 63045 for nora Infornatton see this ,Job's general notes page and these w eb sites, ALPINE, .w..olptneltwxonl TPb ww%tpintt.orgl SBCA, V—sbcindustryorgl ICOww.Jccsofaarg 6f e '<ay 4 1� o >4 fff7/1111111111111t111 w .e Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design is valid onlyy for singgle ply trusses with 2x4 or 2x6 broken members. No more {han 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. Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detall Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tle-In loads. s L L 4' o c Typical ~ + o + o o+oO + O +\-",,+ O + O + 1 2' [-- Stagger I• = Back Face fOd-Box (0-1-28=x-3=,-min)_Nc �= Front Face 2x4 Member - Double Row Stagg 2x6 Member - Triole Row StaaaE 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 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 4 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# 1 6660# N rdnum L Distance B L Nail Spacing Detail 1 I ,�� '"""t'��,P, L I —VARNINGM READ AND FOLLOW ALL NOTES ON THIS DRAVDNi + REF MEMBER REPAIR ..DIPORTANTse FIRNISN This nRavIND TD ALL �7TRACT6LC Dt1UDIItG TtE DtSTALLERs �� P CEIVn �i�j 'rp, Trusses requw rxtre- care 1. fabricating, Mandl shipping, Instal clop. Refer to and [ U foil.. the lateet edLon of BCSt (Buadr,g Co",,, Safety InFor,as by TPI and SBCA) For coe.ty r1 �'' DATE 10/Ol/14 pprractices prior to perforNng these functlons. Installers shoU provide temporary bra tlng per ecri No, lhUess noted otherwise, top chord shall hove properly attached structural sheotrang antl botton chordDRWG REPCHRD1014 ,,at, have a properly attached rigid telling. Locatlons sham for prrm.nrnt lateral restraint of webs FI �� _ ,F small hove bra" Installed per BCSI sections B3, B7 B10. as applic" t' Apply plates to each face d I' I LJJO l`+ of truss and Von .s shorn above and on the Jdni Details, unless noted otheMse. Or q ��— Ilf� Refer to dray 16OA-2 for stendard plate poslttons. }R r Alpine, a dvision of 1TV BtAding Components Group Inc shall not he respansUde for any deviation iron /:N fTW ODMPANY this d-awhg any falwe io build the truss In confornance v" ANSInPI 1, or for handUng, shipov, eist.11atlon L br..Ing of trusses.�� 0 op VO� � A seat on this drove g or cover page UstkV this drn.bV. hdlmtes acvpt.nce oP professloral �¢ �v F) engtneerYg responamuty solNY for eh. deslpn dawn Th. evltabslty end use of tn4 droNrp / (7 fv arty structure Ls the resparlsbWty of tfla &AM. Deat her Per' ANSI/TPI 1 Str2 AAA SSV ('� p� [�{{ Earth CityeM0I 5 For pore Infornatlan sea this Job's general notes page and these web sites. ��rlyy�`iitl�6. � 1\\t� +` SPACING 24.U' MAX ALPWE- ne.alpineitr.conl TPi- wr..tPoultargs SECA, wn.sbcindustryoriM IM wnlcccafearg fif))rrri rlt\\\\ _ STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0. OC MAX. LENGTH TO. TRIM FILLER EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX,, OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <❑R FLAT BOTTOM CHORD SECTI❑NS 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' ❑.C. MAX. SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS wnTP'n ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). 3E FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIE➢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 (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. <12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY). ....- wwUFORTANtovARMNGAs READ AND FOLLOW ALL haTE.t ON THIS DRAVDdi FLIRNISH THIS RAVING M ALL CONTRACTORS I NCLOING THE MnALLOM Trusses require ewtrene care in fabricating, handOng, sh4Vin , instalOng and bracing. Refer to and follow 1 latest *1 of IS, RB,,", fanpanent Safety 11orna1, by 11 and Sl for solely prcctices prior to perfo lag these functlons. Installers shall provide tenporary _brar7ng per HCSL aLG no otherwise. top chord shall have properly attached ctructna•al Chen and botton nho shall have a properly attached Hold celting. Locations shown Par pernanent lateral restraint of reb, of't have bracing ioninstalled per above sections the J or HID, as untek We. Apply plates to each fact of truss and cpantina ac chaen RCSI and on tho Joint Details, uNess le. A otherwise. Refer to drarhits 160A-Z for standard plate positions. Alpine, a dvlslon of ITV DuW7 Conp—ts Group Tnc shaft not be msponsWe for any deviation Fr AN IIWCOMfi\NY this drarkq, any fallure to build the truss In confornance nth ANST/TPI 1, or for handUng, shipping, I stallatbn L b—Ing of trusses. A seal on this drawkp or cover page Ostlng this drawkp, kxkates acceptance of professional responsEgNy solely far the design shorn The sUtnbuty wd uae of this drawing 13399 Lakefront Drive fw MY Is tlm responsWlty of Rho 6Adkg Dasl= per ANST/Tp! I Step. Earth City, MO 63045 For nore infornatlon see this Job's general notes page and these web sites' ALPINE, wwwaldndtw.coru TPH mrtpinst.oroh SBM rww.sbcb+dustrvaroh ICO wwwhccssfearg ````�••-.♦fie. •...��� •le N . S At OF ��9or QC O R 10� $�4 i EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 Mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft clean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. 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 all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. 24' MAXIMUM —VARNDOM" READ AND FOLLOW ALL NOTES ON THIS DRAWING ..WORTANTo FURNISH TIOS DRAVIG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses regWre estrene care In Pobrk4tln0, handling. shipping, Instalft and brochy Refer to and fottoe the latest edition of BCS[ ®uldln0 Component Safety Information, by TPI and SHCA) For safety ppractices prior to performing these F�n+ctbns, Install— shall provltla temporary braW+I per HCSL UNess noted otherslse, !op chord shall have properly ettechetl structural ahem 0 an bottom cho shop hove a properly attached NOW cello Locations shorn Pop permanent Wterol restraint of eeh aFnil haw bnUrq Installed per RCS[ sections 83, 87 or HID, as opplkable� ApptY Plates to each face I�I�LJr1 I {�� of truss aM! position as ahoen obovP and on the Joint Metal., uNaac noted othe-1— Refer to drashgs 16OA-Z for standard plate posltIons. Alpine, a dvislon of RV Hutdng Components Gray Ina shall not be responsible for any deviation Fr AN n W OOMPANY this I any FnOure to bUld the truss in conformence sith ANSI/TP1 1, or For handling, shIpp4p, hstalatbn L brocln0 of trusses. A seal on this drauft or cover page UsthO this drasin0, indicates acceptance of professional ernBYlrerYnp re y solely far the design sho— The Wt bUty end use of thin drawing 13389 Lakefront Drive Fop anY atruedre� rttpalsbAltY of the HuOdhg Designer Per ANSI/IPI 1 S*CZ Earth City. M063045 For more Inf --- tlw see this Job's general notes P.O. and these etb sites, ALPINE, a Alotnelte.con, TPI, eee.tohst—Al SECA, ers.sbci.whstrYar'Al IM esaJccsafsarg gQ, \�GENg� F� No !' S ATE OF KI AV TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) FAC. 1.15/1.25 ING 24' REF 2X4 SCAB ❑,H. DATE 10/01/14 DRWG ❑HSCB2X41014