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Home My WebLink AboutTRUSSRANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponents, Lic one: (352)429-9429 ` (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS023 Printed: Fri, Sep 29 2017 - jov InTormarion: Address: FOR Name and License Number., ustomerName., Creekside Lot.23 IR Horton 3039 Woodswalk Dr Description: City, State, Zip: EBB 1828-Cali "D" Fort Pierce, FL I ^adfn9 lnformatfein- 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 21 Total 21 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 ASGE 7 A6 8 AS 9 A10 10 Al2 11 A14G 12 131 13 81GE 14 C1 15 C1GE 16 M3 17 EJ7 18 8,15 19 13J3 20 BJ1 21 CJ7 Digitally signed by Manuel Martinez ON: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES ,PA, cn=Manuel Martinez, `0.9.2342.19200300.100.1.1=A010980000001 4aCF,8FE960000211F Date: 201Y:Q9.2910:17:20-04'00' Adobe Acrobat DC version:2015.006.30352 40 01 5A 38 FF 50 81 BO BB 7F48-00 99 2E 85 FB This ltarnbsesbam aids lad bytl Martlner, ze {n , t&.pi7Si321 e: t? a date shc�vn ahcrva u4ng a SOA•3 aciberrcrt�r,ac3r. , - - �YSatad s�Sasadtt�s d��txctatarm n it rx�ilrcv7u ,�sisiand sawed and ffC t:.1A•k acdbanGsatiesizaJa must t t anita d m myelactranlc czvlas. File COPY Page 1 of 1 Job Number: 136DCS023 4EBB 1828-Cali "D" [DR Horton /4EBB 1828-Cali "D" Truss Label: Al T10"14 Ply: 1 SEQN: 635659 / T10 / Qty: 16 FROM: AH Wgt 221.2 Ibs 14'4"7 I 19'10" 25'3"14 31'9"2 6'5"9 I 5'5"9 5'5"14 6'5"4 E-5X6 g3X4 D 12 6 p M (a) 05X6C (a) 4X6(A2) B A P O N M 112X4 -3X6 =3X4 -3X8 (a) Frz�;3X4 '�4 5X6 I-G L K J -3X4 -3X6 112X4 DRW: / ... 09/29/17 39'8" T10"l4 r io 0 :m4X6(A2) I 1' 7'8"12 4'3"4 2'0"1�` 519"1 5'9'6 2'0"1 4'3°4 7'8"12 1' T8"12 r 1Y' 114'0"15 119,10" + 257"6 + 27'8"� 31'11"4 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 [or. Udell U# Loc R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.179 M 999 240 B 1654 / 709 ! 961 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.389 M 999 180 H 1654 1709 1961 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.163 J - - B Min Big Width Req = 2.0 Mean Height: 15.00 ft Code I Misc Criteria Cree Factor. 1.5 H Min Brg Width Req = 2.0 NCBCLL: 10.00 P TCDL: 4.psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 9 9 Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 I Max BC CSI: 0.550 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.608 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE. I VIEW Ver: 16.02.0113.0314.13 A - B 27 0 E - F 1108 -1902 Lumber B - C 1442 -2968 F - G 1264 -2436 Value Set: 13B (Effective 6/1/2013) C - D 1263 -2433 G - H 1442 -2969 D-E 1108 -1902 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2575 -1122 M - L 2088 -815 Bracing P-O 2572 -1122 L-K 2573 -1128 I) O - N 2572 -1122 K - J 2573 -1128 (a) Continuous lateral restraint equally spaced on N - M 2085 -788 J - H 2575 -112B gmsise member. Or 1x4'T" reinforcement. 80°'0 length of web member. Same species & SRB grade or better, ' attached with 8d Box or Gun (0.113"x2.5",min.)nails r Maximum Web Forces Per Ply (Ibs) @ 6" oc. ® Webs Tens.Comp. Webs Tens. Comp. �. Y () P - C 286 -13 M - F 468 -736 Tra Scabs r C - N 387 -558 F - L 485 -203 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach a N - D 484 -203 L - G 386 -556 scab to face of chord with: Nails @ 8" oc, plus D - M 468 - 735 G - J 286 15 additional nail clusters at: BRG.: (0), heel: (0), 1st OF E - M 1340 -713 panel point: (0). " a Loading ' �°' Y �a 'r' N Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. r��y1i Wind 40015A3EFF513,Z; 13Ut3B7F&800992E85F8 . Member design based on both MWFRS and C&C. rti:4tam. n�c tkzt„ c, y, tami5sxatcabyWr�.Warti»*z 'F'E . Lfc.CdTSHi(ast tte4a st awa aka tr"�xa swi a au>3�ert3cati�rsrrr;i8: � ,'. 24ataa cc?pacza(tJssn oon:rrr-` an. ant csxaadarad ajnad and saalaa arathe�.Ai2a,.?hontiasSzr.el enrnr9a;,rNiedcnac�dcctranL alai. - "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT`' FURNISH THIS DRAWING TO ALL CONTRACTORS' INCLUDING THE INSTALLERS Trusses req "re extreme care in fabricatinq handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) safety practices prior to perfor ing 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 propperly attached riggid 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 bn the Join Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible forany deviation from this dawing,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 pane listing this drawing, indicates acceptance of pprotessiona engineeringg responsibility solely for the design shown. The su' bility and use of this drawing for any structure is the responsibility of the SuildingIDesigner per ANSI1TPI 1 Sec.2. Job Number: 136DCS023 Ply: 1 SEQN: 635662 / T13 / COMN 4EBB 1828-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: AlA Wgt: 254.8 Ibs .. / ... 09/29/17 I" 710"4 + 4497 1 +'6°4 1 2'6'1.8"21� 3'9"2 "20119 7'1"14 6'5 5952 7'10"14 Ea6X12 V to 0 6(A2) 112X4 a3X6 =3X4 m6X8 II12X4 G12X4 tesX10 r1' Te"12 4'3"4 2'0"1 5'9'1 2'10' 4' 5'0'1 7'11"15 1� T8"12 12' 14'0'1 19'10" 22'8' 26'8' 31'8'1 39'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Lumber Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 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 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"00. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT:NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE, HS Def11CSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.234 F 999 240 VERT(TL): 0.540 F 874 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.287 K - - Creep Factor. 1.5 Max TC CSI: 0.616 Max BC CSI: 0.549 Max Web CSI: 0.975 Mfg Specified Camber: VIEW Ver. 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1560 / 708 / 960 1- / 445 / 8.0 1 1560 / 707 / 959 /- / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Big 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 - 2560 B - C 1439 -2769 G - H 1753 -3397 C - D 1261 -2224 H - 1 1434 -2761 D-E 1106 -1735 I-J 27 0 E-F 1511 -2517 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B-S 2397 -1119 P-O 20 -9 S - R 2394 -1119 N - L 2971 -1289 R-Q 2394-1119 M-K 26 -12 Q - P 1901 - 788 K -1 2388 -1121 *►' Maximum Web Forces Per Ply (Ibs) o 471 Webs Tens.Comp. Webs Tens. Comp. S-C 286 -13 N-F 214 -147 C - Q 384 - 567 N - G 578 -1051 low STATE� * Q - D 4-- L 872 -4 D-P 471 71 -683 683 L -3-M 71 -3 srw Aj E - P 59 - 531 L - K 2559 -12DO +„ xa -141` E - N 2271 -1099 L - H 633 -187 P-N 1883 -659 K-H 466 -872 *ax.e. iy 4?4' W � N-O 18 -1 40 01 5A 38 FF 5138180 BB 7F48 00 99 2ES5 FB ThIt iteKhaa hemciccty lra /wed s29 scalad by FAIU IMardr=,. Ff (A. itc.C47101 on 0e daw spawn abaaa trfng a SPAS, a�sent§ctt�ss caaia, -third ccpias cdth¢a doo nt ma not crns)dcfad trtsmtdand;sal.d and the .«; at'thendcalirn cafe rapt Da uxrifiad m aerrticctrarak mitt. *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anc7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l�id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or BID, 'le. Apply plates to each face_ of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. of VSi/ 1 F'i 1, or Tor n ites acceptance for any structure its drawing any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS023 Ply: 1 1 SEQN: 635657 / T9 / HIPS 4EBB 1828-Cali "D" /DR Horton 14EBB 1628-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 240.8 Ibs .. / ... 09/29/17 T10" 14'4"8 I 19, 20'8" 25'3"8 T10" 6'68 4'7°8 1'8° o5X8--5X6 E F ,-3X4 D 12 6 M 0 05X6C (a) (a) °'4X6(A2) B 3i A J Vz G 3X4 31'10" 39'8' 678 + T10' v R Q P O N M L K 1112X4 =3X6 =3X4 =3X4=3X4 =3X4 =3X6 W2X4 T8"13 4'3"3 2'1" 4'11° 118.14'11" 2'1° 43"3 7'8"13 1� 7'8"13 12 14-1" I19, 20'8 25'7" 27'8" 31'11"3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: Np1 CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): 0.151 P 999 240 B 1561 1710 / 963 / - / 428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: Np VERT(TL): 0.349 P 999 180 1 1560 1710 1963 / - If- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.151 K - - B Min Big 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: 5.0 sf p Bldg Code: FBC 014 RES Max TC CSI: 0.600 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: 0.553 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CS 1: 0.693 Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1170 -1787 Lumber B - C 1470 -2770 G - H 1289 -2223 Value Set: 13B (Effective 6/1/2013) C - D 1289 -2223 H - 1 1470 -2770 D-E 1170 -1787 I-J 27 0 Top chord 2x4 SP #1 E - F 1086 -1537 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B-R 2399 -1147 N-M 1898 -847. Bracing R - Q 2396 -1147 M - L 2396 -1162 (a) Continuous lateral restraint equally spaced on member. Or 1 x4 'T" reinforcement. 80% length of �eaitr r y *� 1 �+ Q - P 2396 -1147 L - K P - O 1898 - 818 K - I 2396 -1162 2399 -1162 web member. Same species & SRB grade or better,41�e 8d Box Gun O - N 1537 -568 attached with or (0.113"x2.5",min.)nails @ 6' cc. 0 0 102 Maximum Web Forces Per Ply (Ibs) Tray Scab(s) a Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP 93 scab at each end. Attach T� - R - C 288 -13 F - N 615 -393 scab to face of chord with: Nails @ 8" oc, plus 'Z C - P 389 - 575 N - G 474 - 703 additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). ' S F �s P - D 450 -201 G - M 451 -201 , D - O 474 -703 M - H 389 -575 Wind 4 E-O 615 -393 H-K 288 -14 Member design based on both MWFRS and C&C. 4001SA39 FF 50 81 BO BB 7F 48 00 99 2E 95 FB Tt;LItoetlats ticmekz'ivmsi goad widwalad by Mae cl M4tttaa3 TIE (K. Uc.=71821 on the e=•sh lwa abwm w-Ing a swA i au#�anticatotaca�a pi: stod ccpatsnrdns ifmLr-a*, 7'not cc >I lig-4 i1mbd AM tivt,: ma zLacot ratuxaeode (+�wt ba *rA i^3 ray aa7 dmtmrdz cwlm I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olhenrrise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly u riqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, cable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to Its 160A-Z for standard plate positions_ a division of ITW Buildin�iL�Components Group Inc. shall not be responsible for a ly deviation from this drawing,any failure to build the conformance with ANSIrfPi 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability e of this yawing for any structure is the responsibility of the building Designer per ANSIITPI1 Sec.2. y Job Number: 136DCS023 Ply: 1 SEQN: 635664 / T1 / COMN 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A3 I Wgt 221.2 Ibs / ... 09/29/17 0 137 14'44 + 19'10" 25'3"9 31'10' _ i _ 398' J T10" 6'6"7 55'9 5'5"9 6'6"7 T10" E 02X4 !n3X6 s3X4 !e3X8 M3X4 !!!3X6 1"4 r13'4" 5'8" 20'8" rt+ TB"12 , 4'3"4 2'D"1 59"1 , 59'1 i 2'0'15 4'3"4 F T8"12 t 1� 7'8"12 1T 14'0"1� 19'10" 257'1 27'8" 31'11"4 39'8" a to 0 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Lac R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.040 J 999 240 B 493 / 205 / 310 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.098 J 999 180 Q• 318 1142 / 183 / - / - 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 J - - H 898 / 408 / 659 1- I - / 8.0 EXP: C HORZ L 0.032 J - - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height: 15.00 ft �) B Min Br Width Re 1.5 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 9 q = TCDL: 4.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.531 Q Min Big Width Req = - Soffit: 2.00 BCDL: 5.0 psf H Min Big Width Req = 1.5 Load Duration: 1.25 TPI Std: 2007 Max BC CSI: 0.451 MWFRS Parallel Dist: D to h/2 Bearings B, Q, & H are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.699 Spacing: 24.0 " C&C Dist a: 3.97 ft Bearings B & H require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp_ Lumber A- B 27 0 E- F 350 -258 Value Set: 13B (Effective 6/1/2013) B - C 205 -472 F - G 516 -771 Top chord 2x4 SP #1 C - D 413 -109 G - H 708 -1340 Bot chord 2x4 SP #1 D - E 342 -228 H -1 27 0 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC Chords Tens.Comp. Chords Tens. Comp, Bracing ° B - P 494 -373 M - L 597 -138 (a) Continuous lateral restraint equally spaced on P - O 489 -373 L - K 1121 -467 member. Or 1 x4 " f" reinforcement. 80% length of v�ro�%', O - N 489 -373 K - J 1121 467 web member. Same species & SRB grade or better,+,� N - M 640 -670 J - H 1124 -467 attached with 8d Box or Gun (0.113"x2.5",min.)nails `6+ "r" @ 6" oc.No 0471020 W, Maximum Web Forces Per Ply (Ibs) Plating Notes Webs Tens.Comp. Webs Tens. Camp. All plates are 5X6 except as noted. P - C 318 -33 M - F 484 709 • +: C - N 423 - 641 F - L 488 - 221 Tray Scab(s) ' T -ft. N - D 575 -10W L - G 404 -602 (1) 2x4x0-1-4 x SP #3 scab at left end. Attach scab to " =. D - M 671 -267 G - J 297 20 face of chord with: Nails @ 8" oc, plus additional nail e� E - M 70 -152 clusters at BRG.: (0), heel: (0), 1st panel point: (0). OW°* e right scaaddbtofaaof ssi s@8" oc, (il clutert BRG0), 1st panel point: (0). SERIAL#: 40015A38FF5B81SOBB7F4900992E85F5 Wind This ltetn'hss bem ckGarmao&5p4ned wA waled by ma. —I Marttnea, Member design based on both MWFRS and C&C. Ate' ue.0dr'sz1cmel. dalar hawnaba'a angaSNA-1 acffisenC�ax3sasca9� es8ntnd enpiaddis doaz=Am not C=WS=d s%nad arsev lad and t}�S"��-sult,enGcatisyssxrfoetrgt ba csrifi�t tin a�rdectrar3c �los -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI an SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly d�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslalled per BCSI sections B3, B7 or 910, Ile. 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 1 NI 1, or for nantlling , acceptance of profie any structure is the re ral notes notes page these webthese web lis drawing,any failure to build the on this drawing or cover page to design shown. The suitability Job Number: 136DCS023 Ply: 1 SEQN: 635655 / T8 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt 260.4 Ibs .. / ... 09/29/17 B T10" T10" 12 6 p g 5X6 250" 39'8" 278 + I14'4"8 17' 6'6"828" 38 616 1 T10" 03X4 A\ /F Q3X4 S R Q P O N M L K 1112X4 =3X6 =3X4 =3X4 =3X4 =3X4 =3X4 =3X6 192X4 i7 to bm4X6(A2) �J 4371"211i"I 0" " 21" 21° 4'3 T"1278"112 T12 24 141" 1910210257T8311"k B 1� Loading Criteria (psq Wind Criteria Snow Criteria (P9l Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R ,/ U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 M 999 240 B 1560 / 712 / 965 I - / 387 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.347 M 999 180 1 1560 1712 1965 / - ! - 16.0 Risk Category: 11 BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.065 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C li HORZ(TL): 0.151 K B Min Brg Width Req = 1.8 Mean Height: 15.00 ft 1 Min B Width Re = 1.8 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 r9 q — TCDL: 4.0 psf Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.591 9 g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 I Max BC CSI: 0.562 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.671 Loc. from endwall: not in 9.00 It FT/RT:20(0)110(0) I Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver. 16.02.01D.0314.13 A - B 27 0 F - G 1300 -1925 Lumber B - C 1518 -2772 G - H 1338 -2219 Value Set: 13B (Effective 6/1/2013) C - D 1338 -2219 H - 1 1518 -2772 D- E 1300 -1925 I- J 27 0 Top chord 2x4 SP #1 E - F 1189 -1699 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. Camp. approved 1/30/2013 by ALSC 1� B - S 2401 -1196 O - N 1687 - 747 Wind" S - R 2398 -1196 N - M 1892 - M Member design based on both MWFRS and C&C. ,r „y#►�y R - Q 2398 -1196 M - L 2398 -1225 Q - P 1892 - 869 L - K 2398 -1225 wx��J �`*d► P - O 1687 - 724 K - 1 2401 -1225 s; f , ' � '0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. " S-C 292 -13 O-F 247 -194 p, , C - Q 392 - 583 F - N 585 -403 STAB' � '4 P w Q - D 424 -206 N - G 432 - 586 D - P 432 - 586 G - M 424 - 206 E - P 585 -403 M - H 392 -583 * "a� E-O 246 -193 H-K 292 -15 /ON 40 015A38 FF 56 8180 BB 7F 48 00 99 2E 85 F8 Viliitam Rsss bxenckCt /zi ndd mnJuaiad by M.—A Martino, PE(4L. Lrc.947ta21 an the datcstwws( abom wing a 514A.1 mciben=Ses wde- i'b"dzopmaadisdoac .two not CnrA1 =d:r'd.scd2Mss410d a cad tt;4 SRA,z avtfimt"Smcnde m ba wAfL-d mmy doctrank «syyias. "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 ompon xenf Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy ac!ng per BCSI. Unless noted oherwise,top chord shall have properly attached structura) sheathing and bottom chord shall have a propperly Atache�rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, 's applicable. Apply plates to each face of truss and position as shown above and on the'IJoinfDetails, unless noted otherwise. (2efer to ira'Ings 160A-Z for standard plate positions_ 4!ppine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the rUss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page . fisting this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility rnd use of this gnawing for any structure is the responsibility of the Building Desig� er per ANSI/TP11 Sec.2. or more Information see this iob's general notes Dane and these web sites: ALPINE: www.alr)ineitw.com, TPI: www.tD,.t.am, SSCA www.sbcindustrv.com: [CC' www.iasafe.om Job Number: 136DCS023 Ply: 1 SEQN: 635666 / T11 / GABL 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5GE Wgt: 376.6 Ibs Page 1 of 2 .. / ... 09/29/17 v T70" 13'9"12 19'2 25'10'4 31'10° 39'8' Tt0' S' "I6''. 4 511'72 - T I r---13'8• s i 21' ht' TB'12 8'1' 4 BV'4 8'1' T8'12 1� 7892 13'9°12 19'1P 25'19'4 31'11'4 398' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 tt NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 :BC2 2x6 SP #1: Webs 2x4 SP #3 :W2, W3, W7, W10 2x4 SP #1: Lumber value set "138" uses design values approved 1/30/2013 by ALSC Bracing (b) scab reinforcement. 80% length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0. 1 28"x3",min.)nails @ 6" oc. (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. Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 56 pif at -1.00 to 56 plf at 7.81 TC- From 56 pif at 7.81 to 56 plf at 15.17 TC- From 2 plf at 15.17 to 2 plf at 17.17 TC- From 56 plf at 17.17 to 56 plf at 19.83 TC- From 56 plf at 19.83 to • 56 plf at 31.85 TC- From 56 plf at 31.85 to 56 plf at 40.67 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 pif at 0.00 to 20 plf at 13.81 BC- From 1 plf at 13.81 to 1 pif at 17.17 BC- From 20 pif at 17.17 to 20 pif at 25.85 BC- From 20 plf at 25.85 to 20 plf at 39.67 BC- From 4 plf at 39.67 to 4 pif at 40.67 TC- 13 lb Conc. Load at 15.17,17.17 BC- 32 lb Conc. Load at 15.17,17.17 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N1 Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in Too Udefi U# VERT(LL): 0.044 O 999 240 VERT(TL): 0.107 O 999 180 HORZ(LL): 0.020 K - - HORZ(TL): 0.052 K Creep Factor. 1.5 Max TC CST: 0.609 Max BC CST: 0.452 Max Web CST: 0.634 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 Plating Notes All plates are 2X4 except as noted. Tray Scab(s) (1) 2x4x6-10-0 x SP #1 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st No 047102 10 • 11 40 01 SA 38 FF 58 8180 88 7F48 00 99 2E 85 FB nds ltembvstrcessc{ncldr s8sncd'ass9 sealed by 6Aaa lMarkha4 K{tL, Lk.o4711t21 as the &W sfwwn abam tainga SHA.1 oat t=dcat==dc. etr�ted cap�rsxrtf� dw�x�raarm not cc�iziderad sfgsxcd snd scaled and tlsEtS°_&a a. ft.t=L-nccde nut tA*=M dcn aaydaclmnk angles. for ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 484 /221 /- /- /- /8.0 BG 1426 /687 /- /- /- /8.0 BH 490 / 195 / - / 0 10 /8.0 V 887 1432 / - / - / - /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BG Min Brg Width Req = 1.7 BH Min Brg Width Req = 1.5 V Min Brg Width Req = 1.5 Bearings B, BG, BH, & V are a rigid surface. Bearings B, BG, BH, & V require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A - B 27 -20 L - M 60 -130 B-C 189 -449 M-N 61 -130 C - D 294 - 98 N - O 90 -166 D-E 365 -152 O-P 95 -172 E - F 375 -160 P - Q 108 -187 F - G 404 -183 Q - R 142 -235 G - H 404 -194 R - S 275 - 616 H - 1 143 - 204 S - T 321 - 685 1-1 122 -195 T - U 396 - 763 J-K 95 -170 U-V 641 -1313 K - L 97 -167 V - W 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AB 3W -107 Z - Y 642 - 312 AB -AA 327 -109 Y - X 1096 -511 AA- Z 208 - 616 X - V 1099 - 509 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AB-C 315 0 M-Z 141 -146 C-AC 300 -651 Z-AS 378 -783 AC -AD 266 -602 AS -AT 343 -735 AD-AE 289 -631 AS -AV 28 -38 AE-AF 294 -637 AT -AU 343 -730 AF-AA 296 -656 AV -AY 28 -39 AG- H 574 -935 AW-AX 327 -710 AG -AA 610 -986 AY -BB 28 -39 AG -AI 51 -60 AZ -BA 314 -698 "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 t Safety Information, by TPI anr7'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 i1ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, eid . ADDIV Dlates to each face of truss and position as shown above and on the Join Details. unless noted otherwise. (2efer to of any 1is drawing,any failure to build the on this drawing or cover page ie design shown. The suitability rP11 Sec.2. Job Number: 136DCS023 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Truss Label: ASGE DRW: / ... 09/29/17 Ply: 1 I SEQN: 6356661 T11 / GABL Qty: 1 FROM: AH Wgt: 376.6 Ibs Page 2 of 2 No T ,' STATE . A> �s 40 01 SA38 FF 50 8280 BB•7F48 00 99 2E 85 FB This item hnbrmckr3rrza ya3gaad sralod6yHtxraam3Marttnas, -ire. ttt.ear.iH2l csi tAe2aae sfwwrza w�ngaSHd.Z acalea+lra4�scadm a'v9atadcc{aF,a ald''kd aaeacfD, Led s%nvdsnd svalad and ttoe.._-Wak wArtaad.C.acado m.t iawdbed cn aw dcctra�l ccyivs- H -AH 644 -30B BB -BD 28 -38 AI -AL 51 -59 BC- R 33B -720 AJ-AK 684 -339 Y-BD 448 -83 AL -AO 51 -59 Y-BE 256 -555 AM -AN 659 - 319 R -BD 426 - 81 AO -AR 50 -58 BE -BF 281 -600 AP-AQ 646 -302 BF- U 263 -574 AQ-AR 635 -296 U - X 294 0 • AR-Z 604 -251 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. ti AC- D 89 - 62 AQ- L 8 -18 AD- E 42 -53 N -AT 13 -8 AE- F 18 -20 AU -AV 30 -43 AF- G 4 -42 O -AW 51 -68 AH- 1 24 -35 AX-AY 15 -27 AI-AJ 23 -54 P-AZ 31 -42 AK-J 31 -32 BA -BB 54 -23 AL -AM 20 -3 Q -BC 81 -52 AN- K 66 -69 S -BE 84 -46 AO -AP 40 -44 T -BF 33 -47 -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nen Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary Le BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 810, icaU Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to is 160A-Z for standard plate positions. I a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deLtion from this drawing,any failure to build the conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trilsses.A seal on this drawing or cover page_ this drawing indicates acceptance of pro essiona engineering responsibilitylsolely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Design r per ANSIITPI 1 Sec.2. Y Job Number: 136DCS023 Ply: 1 SEQN: 635652 / TT HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 240.8 Ibs ._ / ... 09/29/17 7'10" 14'2"12 1 ' 19'10" 24'8" 5' "15 31'10" 39'8" 7'10" 6'4"12 9" 4'10" 4'10" " 5 6'5"1 T10" Loading Criteria (psi) 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 163(4 =3X6 =3X6 =3X8 =3X8 =3X6 1112X4 TB"13 4'3°3 2'2"1 5'7"4 5'6"15 2'3"1 4'3"3 7'8"13 1. TS"13 12' 14'2°1 19'10° 25'4"15 2T8° 31'11"3 39'8° Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Nf Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defi L1# VERT(LL): 0.153 F 999 240 VERT(TL): 0.354 F 999 180 HORZ(LL): 0.066 L - - HORZ(TL): 0.152 L - - Creep Factor. 1.5 Max TC CSI: 0.595 Max BC CSI: 0.557 Max Web CSI: 0.638 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ' No 047102 ma M STATE OF V.r SERIAL #: 40 015A 38 FF 50 8180 8B 7F48 00 99 2E 85 FB await iiemRaafrxzmclezinxsica 9sir�ned ardxeafed by ma lMartin=, PE M. tke.0471921 to at d23 Amin abc Wnga SNAA =ftn0QtV1r4T1Qle. Fzaamd copbnafrKi dccu =are not cmu&dmpcd and=Ld and kle,V.A.z anrthentit UcAzode n.1 be dHa rn m dmtmniz cnplm. fo m (6(A2) ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1560 1714 / 962 1- 1346 / 8.0 J 1560 / 714 / 962 ,/ - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Reg = 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 1332 -1956 B - C 1549 -2771 G - H 1517 -2153 C - D 1366 -2215 H - I 1365 -2213 D - E 1516 - 2154 1- J 1549 - 2771 E- F 1332 -1956 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2400 -1230 O - N 1835 - 868 R - Q 2397 -1230 N - M 2397 -1260 Q - P 2397-1230 M - L 2397 -1260 P - O 1835 - 838 L - J 2400 -1260 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R - C 289 -12 O - G 277 -172 C - P 392 -580 G - N 650 -546 D - P 345 -222 N - H 350 -223 P - E 649 - 542 N - I 393 - 581 E-O 277 -172 I-L 290 -14 F - O 233 - 26B "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricatingg handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anc7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 10, e. AooTv Diates to each face of truss and oosition as shown above and on the JoinCDetails. unless noted otherwise. Refer to a division of failure to build the g or cover page in. The suitability gnd use of this drawing for any structure is the responsibility of the 6Wlding Designer per ANSIr I ri 7 See.z. I or more fnformafion see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.om; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Job Number: 136DCS023 Ply: 1 SEQN: 635650 / T6 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" I Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt 215.6 Ibs / ... 09/29/17 7'10"9 13' + L 19,10° 26'8" 31'9"7 39W i 7'10"9 5'1"7 r 6'10° 6,10° + 5'1"7 7'10"9 m5X8 m3X4 T D E =5X F 12 I 6 00;3X4C 90 o i0 in �4X6(A2)B A IGPi� Hm4X6(A2) Ir P O N M L K J 1 1112X4 =3X6=3X4 =3X8 m3X4=3X6 1112X4 h1' T8"13 4'3"3 6'10" 1' 4'3"3 T8°13 1. 7'8"13 12' 13 19,10" I 26'8" 2T " 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 Ioc Udell U# Loc 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 / 716 / 953 ! - / 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 - - I Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteri Creep Factor. H Min Big g Width Req = 1.8 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 201 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 it Rep Factors Used: Y s Max Web CSI: 0.432 Loc. from endwall: not in 9.00 itFT/RT:20(0)/10(D) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1507 -2281 Lumber 8 - C 1583 -2760 F - G 1439 -2299 Value Set: 13B (Effective 6/1I2013) C - D 1440 -2299 G - H 1582 -2760 D-E 1507-2281 H-1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2388 -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. N - M 1992 -967 J - H 2388 -1288 Maximum Web Forces Per Ply (Ibs) f Webs Tens.Comp. Webs p'Comp.( Tens. P - C 258 -14 M - F 400 -262 °r a C - N 367 -494 F - L 447 -224 ft D - N 447 -224 L - G 366 -494 r � D - M 400 - 262 G - J 258 -16 E-M 326 -409 40 01 SA38 FF 5B 81 BO BB 7F48 00 99 2E 85 FB TMtr ltoml= bom clttwmitaPfjsi ncd wi5=lad by Mar lmartiams, PE{M. ttc.C471H2i aA l'imsFi.4C silaaln abcna trrnga SiiA•3 asn6eritka*mcoda- Pm ad cap€asaft}as dozu=nt are not cnmidraad naa: and scaled Wo tie Sk,A.2a fficntkztti code mufbaladf.dooacydcctmnk czDiat., "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re ire extreme care in fabricating, handlingA shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anc3'SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, icabe. Apply plates to each face of truss and position as shown above and on the Joinlf Details, unless noted otherwise. f2efer to is 16OA-Z for standard plate positions. a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI!! PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability to of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. v Job Number: 136DCS023 Ply: 1 SEQN: 635648 / T5 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A10 Wgt: 212.8 Ibs / ... 09/29/17 7'10"8 11' 16'10"2 19'10" 22'8"3 28'8" 31'9"8 39'8" P 7'10"8 + 3'1"8 + 5'10"2 + 2'1— 1A14 F 2'10"3 F 5'11"13 3'1"8 7'10"8 =6X6 1112X4 =3X6 =3X4 =5X8 D E F G H T 12 6 0,3X4C !'43X4 0 4X6(A2) B J =4 y� A S R O P O N M L 112X4 m3X4w3X6 m3X8 =3X4=3X6!a3X4 112X4 1' 7'812 3'3"4 4'10"2 6'1"9 4'8"5 1' 7'8"12 T8°12 11' 1 16'10"2 22'11"11 27'8" 334 �398 H 31'11"4-I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP Al Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. fl Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for. L/defl L/# LOG R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.186 E 999 240 B 1561 1718 / 940 ! - / 264 18.0 Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 1718 / 940 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS HORZ(TL): 0.159 L - B Min Big Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.614 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0,511 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.491 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply nibs) Chords Tens.Comp. Chords Tens. Comp, Plate Type(s): WAVE VIEW Ver: 16.02.01 D.0314.13 A-B 27 0 F-G 1685 -2610 B - C 1613 - 2757 G - H 1676 - 2597 C - D 1551 - 2431 H - 1 1551 - 2431 D - E 1685 - 2610 1- J 1613 - 2757 E-F 1685 -2610 J-K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. �1�11li� }jg B-S 2384 -1284 O-N 2124 -1105 MA S - R 2382 -1284 N - M 2124 -1105 " . �r R - Q 2123 -1075 2123 M - L L-J 2382 -1313 2394 F. N io' Q-P -1075 -1313 ,io P - O 2614 -1373 ." 047182 x0 to Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. o ' �' S-C 231 -19 G-O 283 -338 STATE OF � $ tra C - R D-R 331 -411 398 -259 O - H H-M 660 -407 394 -257 D - P 671 -416 M - 1 330 -410 E - P P-G 278 -334 114 -111 I - L 233 -20 40 01 5A 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB dais itcrnhas bcm elearea m&ystud and waled by masne3 taantnes. -E(R,ttt-C47S821onthe daw 1hown2bea1s%gaSR'4.1 authentlma.rimcode. Pmtad ccpbaaittds doimgcrt a a a not ccwMd vd skntd and xalad and the:,'RA Z a,Ahcnt1 atkn code mmt be artWid on uydacttanlz ¢:ylos. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach9 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 BuildinhtLComponents Group Inc. shall not be responsible for, any deviation from this drawing,any failure to build the truss in conformance with ANSIlTPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number: 136DCS023 Ply: 1 I SEQN: 635646 / T4/ HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: Alt Wgt: 214.2 lbs .. / ... 09/29/17 11 7'8"12 9' 14'3"11 7'8"12 1'3" 5'3"11 =3X4 D=5X6 E 19'10" I 25'45 r 30'8" 5'6"5 5'6"5 5711 =5X6 =3X4 F G =-5X6 H 39'8" 7'8"12 PA . VAAFF Il in rn 6`A2'1 K R Q P O N M L m3X4 m3X6 3X4 m3X8 m3X4 i--3X6 =3X4 7'10"8 4'1°8 2'0"3 5'9"13 5'9"13 2'0"3 4'1°8 Tl0"8 1� T10'B 12' 14'0" �19'10" 257'13 27'8" 31'9°8 39'8°Ir 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# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 1720 / 921 / - /223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 F 842 180 J 1561 1720 / 921 I - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA I HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.171 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 J Min 8rg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 sf P Bldg Code: FBC 201 RES Max TC CSI: 0.566 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h12 to h TPI Sid: 2007 Max BC CSI: 0.560 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Ye Max Web CSI: 0.510 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 2028 -3245 Lumber B - C 1644 -2767 G - H 1873 -2960 Value Set: 13B (Effective 6l1/2013) C-D 1811 -2719 H-1 1811 -2719D - E 1873 -2960 I - J 1644 - 2767 Top chord 2x4 SP #1 E - F 2028 -3245 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Camp. Wind �J�;� B - R 2395 -1311 O - N 2993 -1625 Member design based on both MWFRS and C&C. AM R - Q 2260 -1186 N - M Q - P 2260 -1186 M - L 2260 -1216 2260 -1216 + e+rw + P - O 2993 -1614 L - J 2395 -1340 •o mud No 04 18210. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 405 - 328 O - G 327 -185 . R - D 489 -427 G - N 379 -521 A g r � � D - P 945 - 562 N - H P E 379 945 - 562 - -521 H - L 489 426 +� ' E - O 327 -185 L -1 405 -328 F - O 227 - 301 40 01 5A 38 FF 5B 91BO BB 7F48 00 99 2E 85 FB ruts item basisaentkctr ysignad jsczfed by Ma lH?aribu PEIa. Ik. 047I921 an theem t7awa abaAa acing a SI W1 atitlf aiit`era.4}cn SadC. Pitated cvpin althk drxoxxrtasm nat brad lignnnrand vealad and the SRO4l autben8cata`encode nest be it ified anwgdectranir =im "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating handlingshipping, installing and bracing. Refer to, and follow the latest edition of BCSI (Building nenf Safety Information, bVV TPI anr7 SBCA) r safety practices prior to performing these functions. Installers shall provide tempos per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, icabla. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the �PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page acceptance of professional engineering responsibility solely for the design shown. The suitability any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Y Job Number: 136DCS023 4EBB 1828-Cali "D'/DR Horton /4EBB 1828-Cali "D" Truss Label: A14G Ply: 1 SEQN: 642976 / T20 / HIPS Qty: 1 FROM: AH DRW. Wgt:249.2lbs .. / ... 09/29/17 2'10" 4'8"7 7' 11'4" 165"4 1T 24'2"12 28'4" 32'8" 134'11"� %8" 4'8"7 2'3°9 4'4" 4'1"4 1'6"1 t• 4'4'12 4'1"4 F 4'4" 1 2'3"9 r 4'8"7 t 12 T 6 p 0 j s4X12A(B3)B 1 33 =6XB =6X6=3X6 =5X10 =6X6 D E F G H I J ,_ nyAK Y X =4X4 -11'4" ILZ43X4b) (a)4N12(63) V U T S R Q P 0 =5X6=5X6 =5X6=5X6 =8X10 =4X4 28'4" 1' i6( 4'0"11 2'5"5 4'4" 2'8" I_ 4'1"4 4'1"4 I.lml 4'4" 2'5"5 4'0"11 6" 4'6°11 T h 1114" ~� 1�81r 19'10• + 23'11"4 r2 28 3Z8" 35'1"5 397 1' 5'8"12 2; Loading Criteria (pso 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: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "1313" 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. (b) Continuous lateral restraint equally spaced on member. Or 2x4 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Plating Notes All plates are 2X4 except as noted. 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). Wind Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Pf: NA Ce: NA VERT(LL'): 0.188 J 999 240 Lu: NA Cs: NA VERT(TL): 0.435 J 777 180 Snow Duration: NA HORZ(LL): 0.034 O - - HORZ(TL): 0.077 O - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.983 TPI Std: 2007 Max BC CSI: 0.579 Rep Factors Used: Yes Max Web CSI: 0.988 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.01.01A.0 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 56 plf at -1.00 to 56 plf at 7.00 TC- From 28 plf at 7.00 to 28 plf at 17.00 TC- From 28 plf at 17.00 to 28 plf at 32.67 TC- From 56 pif at 32.67 to 56 plf at 40.67 BC- From 4 plf at -1.00 to 4 plf at 0.00 Rr:- Fmm 9n nlf of n nn to 9n ntf at 7 n3 V$�da 0 NO 047182 a e: � $wgyu T E Apr x } s n SERIAL t 40 01 5A 38 FF 58 81 B0 813 7F48 00 99 2E 85 FB MIX iternh"bm ant%=Ied 6Y iAanr:et Martk%-, ?E(FL, Lk.047tti21 on the d0e%hown abxi tnliag a SMA•1 as.�an�caataPsr�a. zttstaacr,,6..z�tt din. rcaramat cs3rns3 aad*neda dsalad and 211e,�:.aW3 arairentca7icszzcda nil 6a �erifi^.i rn amrdectmn� cnplai:. 723.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 54 /414 /87 /- /- 18.0 W 5244 /2600 1- /- /- /8.0 M 2095 11036 / - / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.3 W Min Brg Width Req = 6.2 M Min Brg Width Req = 2.1 Bearings B, W, & M are a rigid surface. Bearings B, W, & M require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 H - 1 1894 -3840 B - C 1107 -492 I - J 2067 -4194 C - D 1270 - 613 J - K 2068 -4194 D - E 2963 -1478 K - L 1943 - 3956 E - F 2982 -1478 L - M 1988 - 4048 F - G 143 -326 M - N 27 -20 G - H 143 - 326 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Y 403 - 975 T - S 2610 -1293 Y - X 404 - 980 S - R 3901 -1934 X - W 535 -1132 R - Q 3901 -1934 W - V 146 - 63 Q - P 3522 -1722 V - U 146 - 63 P - O 3576 -1743 U - T 2610 -1293 O - M 3574 -1740 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Y - C 177 -25 H - S 1622 -786 C - X 183 - 364 S -1 486 - 731 D - X 715 - 226 I - Q 394 -174 D - W 1207 -2495 J - Q 383 -479 E - W 434 -565 Q - K 860 -442 W - F 2019 -4037 K - P 778 -253 F - U 2164 - 950 P - L 52 -149 U - H 1507 - 3005 L - O 110 - 58 H-T 341 -32 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme tare in fabricating handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an c7 SBCA) 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 �lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 60A-Z for standard plate positions. a division of IF'I i,or Torr acceptance any structure ris drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS023 I Ply: 1 SEQN: 635668 / T15 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: 131 Wgt: 103.6 Ibs / .. 09/29/17 F T107 I { 1018" F 13'1"9 ; 21'4" T107 2'9"9 2'9"9 T107 12 8 p m u� =3X4(A1) B A I DE4X8 03X4 C E '%3X4 io F=3X4(A1) J I H G 1112X4 =3X4 =-3X8 I112X4 v r 1, T8"11 1 175 2'11'S 78"11 7'8"11 9'4"� 137'5 21'4" I 10'8° 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 6AT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.035 J 999 240 B 869 1397 / 529 / - / 229 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 F 805 / 360 / 396 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA I HORZ(LL): 0.016 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): 0.036 G - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.655 Bearings B & F are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.436 Bearings B & F require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.500 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCp!: 0.18 Plate Type(s): ChordsTens.Comp.ToChord Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 D - E 1065 -933 Lumber B - C 1138 -1276 E - F 1187 -1281 Value Set: 13B (Effective 6/1/2013) C - D 1038 - 932 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13131" uses design values B - J 1066 -865 H - G 1068 -869 approved 1/30/2013 by ALSC J -1 1062 -864 G - F 1072 -860 # f 00jkajj#$0ilt I - H 1062 -664 Wind Member design based on both MWFRS and C&C. 0 4044f� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 288 -55 H - E 608 -515 4 C - H 600 - 505 E - G 290 - 80 . . ` D - H 790 - 905 STATE 40 01 5A 39 FF 5B 81 B0 BB 7i 00 99 2E 85 FB SpE(it itamAssPcacn akctr$cs;(}zTtjtnd and ledrry rJtarnra7 itarttus, FFL.. Uc. 047=1 an tha data Shawa abaft Ir Sa SHA.1 acthanm»aos:cdr. ero4stadc�irsmitl�f dcc�smtara mnteeaad dsi�nzdsnd:rzalnd sac tbc,1';?A 1 suthandcafimsccalc nt:�t bm rd mau7dectmna: mc!nx. I "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nengt Safety Information, bV TPI and'SBCA) for sa�ety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinglinsfalled per BCSI sections B3, B7 or 610, icabAe. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to Is 16OA-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviati I from this drawing,any failure to build the conformance with ANSI PI 1, or for handlia shipping, installation and bracing ofirusses.A seal on this drawing or cover page_ , this drawing indicates acceptance of pro esstona engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. V' Job Number: 136DCS023 Ply: 1 SEQN: 635670 / T2 / GABL 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: B1GE Wgt: 134.4lbs .. / ... 09/29/17 i 1018" + 21'4" 1018" 1018" 78" _".F" 1'4" .( ... . (TYP) h 1' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 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 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 21'4" Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.001 H 999 240 VERT(TL): 0.001 AE 999 18( HORZ(LL): 0.002 J - - HORZ(TL): 0.003 J - - Creep Factor: 1.5 Max TC CSI: 0.108 Max BC CSI: 0.033 Max Web CSI: 0.088 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 40 01 5A 38 FF 58 8180 BB 7F49 00 99 2E 85 FB mis item iQs been clearats%t.&�y ed aad9 Ia dby Li mtl mutm", F£ (SI., Ltc.547UI21 pad the date Shawn abCmd wlln8 a SHAZ acffisenrsa raia. ?sued csa3tfak doeerzera are nat camldcaad siyauarsd salad a tths 9+.A,,aribentianiaaude.-t 8i v^rffW m mydectronk C.CI.s. r -{ ♦ Maximum Reactions (Ibs), or *=PLF LOG R /U /Rw /Rh /RL /W P* 81 137 / 39 /- / 11 / 256 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 1-1 304 -24 B - C 87 -120 J - K 253 -21 C-D 80 -90 K-L 202 -23 D-E 105 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- I 303 -24 P- Q 27 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D-AD 88 -65 V-K 153 -73 E -AC 101 -74 U - L 100 -73 F -AB 100 -73 T - M 101 -74 G -AA 153 -73 S - N 88 -65 H-Z 187 -83 R-O 174 -103 I-X 0 -162 **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 anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ggid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, le. ADI Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to a division of failure to build the g or cover page in. The suitability and use of this drawing for any structure is the responsibility of the elunamg uesigner per Aivslr 1 rl 1 sec.z. I Far more Informalon see this iob's general notes page and these web sRes: ALPINE: www.alpineftw.com; TPI: www.tpinst.org; SBCA: wwwsbcindustiy.com; IM www.isssafe.org Job Number: 136DCS023 Ply: 1 SEQN: 635672 / T14 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: C1 Wgt 50.4 Ibs .. / ... 09/29/17 7' I 14' 7' I 7' C=5X6 12 6 p I m o in 2X4(A1)B C=2X4(A1) T A I I E 1112X4 1,J. 7' I 7 7' I 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for. Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 / - / 158 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 1234 / 304 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.013E - - B Min Big Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf CodeMin Code / Misc Criteria Creep Factor. 1.5 Br Width Re g q = 1.5 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.119 Loc. from endwall: Any Ff/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): I Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A- B 27 0 C - D 809 -738 Lumber B - C 777 -739 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (lbs) Bot chord 2x4 SP 91 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - E 598 -5W E - D 5% - 536 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Wind 0,t`tt;I431 Member design based on both MWFRS and C&C. �'$'9 A.- All C - E 311 -82 I, - No 047182 Witt, 4j 40 a �. STATE Lid SERIAL fit: 40 015A38 FF 56 81 BO BB 71 MU Item Aus.Cam= ?£ E,r1.. 11c.G4J1t321 on the &Wshowa abw W-ahent=ticalade. Ported ct{ri"afthis doac =arm trot= and that MWII sut cx,6atton rode taus[ t� crrlm. "`WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAM '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUf a division of any as snown above and on not be responsible for a installation and bracini engineering respond bit ity of the Buildinq D 00992E95FB �naai anti scalad r8t avt: �ectrook 1NG THE INSTALLERS to and follow the latest edition of BCSI (Building se functions. Installers shall provide temporary heathinq and bottom chord shall have a properly cing ins lied per BCSI sections B3, B7 or 10, �infDetails, unless noted otherwise. (tefer to viatil n from this drawin any failure to build the isses.A seal on this drawing or cover page I solely_for the design shown. The suitability, r Job Number: 136DCS023 Ply: 1 SEQN: 635674 / T3 / GABL I 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4 Ibs / ... 09/29117 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 " 7' 14' 7' + T �-- 1'8" —+- T4" -' fTYPI C'---4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist. 0 to h/2 C&C Dist a: 3.00 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 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 14' _i 14' 14' Defi/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 HORZ(LL): -0.002 E - - HORZ(TL):-0.002 E - Creep Factor. 1.5 Max TC CSI: 0.118 Max BC CSI: 0.026 Max Web CSI: 0.061 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 Z No 04V62, �# tO STATE OF00. 9q #414i � ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL /W L" 84 / 39 / 40 /- / 12 / 168 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-I 157 -48 C-D 61 -28 I-J 105 -69 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 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 6 02'0 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-V 122 -56 Q-H 205 -83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 SERIAL! 4001SA38 FF5081BOBB7F48d0992E85 FB rhlr itnm%tas Loin ckdrmr&ysirncd and scaled by F.tayscl tAarttnu, K (n.. Ue.Gi7.r921 on the date shown abaw Wng a SHA-1 authenCtca.*m code. ted CCPksafetdr tlaussrA= not Ca 16:aad%kf dand =lad and the s.A z met be vedfcd en acid"tmnk C.Pla, ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS gwire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) foi salPety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny )lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, 'le. ADDTV Dlates to each face of truss and position as shown above and on the Join T Details, unless noted otherwise. fftefer to a division of TPI 1; or for h acceptance any structure Lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS023 Ply: 1 1 SEQN: 697212 / T22 / HIP_ 4EBB 1828-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 2 FROM: AH DRW. Truss Label: M3 I Wgt: 11.2 Ibs .. / ... 09/29/17 6 M 2X4(A1)I B It LO A I 21 r -- I 21 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 87 / 69 1144 / - 164 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 16 / 29 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA I HORZ(LL): 0.000 D - - C 13 / 28 / 12 / - / - 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 B Min Big Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 D Min Br Width Re 9 q = ' Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.023 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): I Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A- B 13 0 B - C 6 -38 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - D 0 0 Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)+� TC- From 0 pif at -1.00 to 56 plf at 0.00 TC- From 2 ptf at 0.00 to 2 plf at 2.00 1, #4 BC- From 0 plf at -1.00 to 4 plf at 0.00 +� v� BC- From 2 plf at 0.00 to 2 pif at 2.00" • z No 0 18 Wind s Member design based on both MWFRS and C&C. w' STATE F' >i 40 015A 38 Ff 5B 81BO BB 71' m4lcul,, beussck jsS�nad and Z(ri., uc.0471921 an the date xhowa abov autEiuntkat3ccsteSr. FmUd ccpin of thds tio;nrnntaru not can ant the SX,A2 &AhuntkalkZrodo mmt b4 cupirtt.. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAY -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUC a division of any as snown above and on 00 99 2E 85 FB W by M.xmml Maritne3, rg a SHA•2 m ugductronit ING THE INSTALLERS to apd follow the latest edition of BCSI (Building se functions. Installers shall provide temporary ieatMy and bottom chord shall have a progeny cingg ins Iled per BCSI sections B3, B7 or 810, )in Details, unless noted otherwise. kefer to aiati I from this drawing any failure to build the isses.A seal on this drawing or cover page solely _forthe design shown. The suitability Job Number: 136DCS023 Ply: 1 SEQN: 697216 / T19 / EJAC 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt 23.8 Ibs .. / ... 09/29/17 C 77 12 6 cri o to i•� ih "v 2X4(A1) B T' A D T �1 T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 ! - 1 173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - / - 11.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.021 D - - C 171 / 133 ! 91 / - / - / 1.5 Des EXP: C HORZ L 0.031 D - - �) Wind reactions based on MWFRS Code I Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 fl TCDL: 4.2 psf Creep Factor. 1.5 B Min Br Width Re 1.5 9 q = D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2D14 RES Max TC CSI: 0.496 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 tt Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 8-C 77 -151 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "l38" uses design values approved 1/3012013 by ALSC B - D 0 0 Wind�ffi�ffi Member design based on both MWFRS and CBC. �4 a°0 7182 STATE OF 1J` •• rx+•�� '6i SERIAL* 40 01 5A 38 FF 56 8180 BB 7F48 00 99 2E 85 FB 3£itiCam'f"tsl>eeaf clzrde: jzf�nmd and salad by M20.4 Marttatz, PE VL. tic. 04nnI on the dale Shown above tr.}ng a SHAA a-thentE 2bMMde. PratedcTi�mftikdoxx+- Aarm not c 1dsa•dst'gwdandweld and 64 VfAAa Ihentkal3w code neat be *mfw on Myd=1=k ct:ylat. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building f9or to these functions. Installers shall temporary Component Safety Information, by TPI ancl'SBCA) safety practices prior performing provide bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly have bracing installed SCSI B3, B7 810, attachetl ri id ce'lllnp Locations shown for permanent lateral restraint of webs shall per sections or as applicable. Apply to each face. of truss and as shown above and on the Joint Details, unless noted otherwise. kefer to gates position drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI II PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability this gnawing for is the responsibility of the Building Designer ANSI/TPI 1 Sec.2. and use of any structure per For more Information see this' es general notes pacie and these web sites: ALPINE: www.al inedw.com; TPI: www. into ; SBCA: www.sbcindu .com; [CC: wwwAccsafe.o Job Number: 136DCS023 Ply: 1 SEQN: 697215 / T16 / JACK 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW. Truss Label: BJ5 I Wgt 16.8 Ibs .. / ... 09/29/17 C 77 12 6 M O � N I M 2X4(A1) B I —13 A I 1r 5' en I 5' Loading Criteria (psQ Wind Criteria Snow Criteria (Pg,Pl in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA W: NA PP Deflection in for, Udefl U# Loc R / U / Rw / Rh / RL / W B 263 / 96 / 208 / - / 129 / 8.0 TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): NA D 90 113 / 70 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 D - C 119 193 / 62 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.011 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 It CreepFactor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2014 RES Max TC CSI: 0.309 D Min Br Width Re - g q Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 = C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) 1 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords T C Oh—A.T s Co 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 byALSC Wind Member design based on both MWFRS and CBC. No 47 +ss � STATE e °+ R ter: S8R1At.� I 40 01 5A 38 FF 5B 91 B0 85 7F48 00 99 2E 95 FS rt4Item hw bom tledroakaw signed.anoU2lad by 3 ztA martb= i£ K. Lfc.e47t821 on thadate shaven abase Ur kng a SHAM aaltiant=tjan Me. wta"dxep6ara3ttis dons -ant —not cetwdapd s4nrdan9xa1ad AM besxr Wrasaepdectrmds caalas. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING "`IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING a division of lri i,orrorn acceptance any structure as shown above ano on mp. s. omp, en . A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 INSTALLERS Dw the latest edition of BCSI (Building is. Installers shall provide temporary nd bottom chord shall have a proper ry ed per BCSI sections B3, B7 or 810, a, unless noted otherwise. kefer to n this drawing any failure to build the eal on this Drawing or cover r tpagehe design shown. The suitability r Job Number: 136DCS023 Ply: 1 SEQN: 697214 / T17 / JACK 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs / ... 09/29/17 C 12 6 M O LO T r 2X4(A1) B r C*"� CV 4"3 -L A D 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 193 176 / 162 / - / 86 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 141 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 D - C 64 / 51 130 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ L 00 0 4 D - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.0 psf Creep Factor. 1.5 B Min Brg Width Req = 1.5 D Min Brg Width Req = - Soffit: 2.00 BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.174 C Min Brg Widlh Req = - Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.072 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/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 Chords Tens.Comp. Chords Tens. Comp. Lumber A- B 27 0 B- C 29 -105 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind#a Member design based on both MWFRS and C&C, ell Jt S:,�o�4b o.047182 i j.STATE,i F ° -' %'0 SERIAL M 40 015A38 FF 58 81 B0 88 7F 48 CO 99 2€ 95 FB *,,Sttt¢mRzxbmc»ck jxtEnadandamaladbyMar 0Marttn", (n. Lk.047192! on 00 daVAwWn aba tr.�ga SMIt sL3hLnCK'aIIiCC LAIC , pvbtad cgtanoftfis dommmasrm not msidcamd A�nard nd=Ind and ttae swi 2 autttenCta,icncc�¢ rn�t taa varif�drn saydcctror3t elm "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) fo'r safety to these functions. Installers shall provide temporary practices prior performing bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral webs shall have bracing installed BCSI sections B3, B7 or 10, attached rigid ceilmQ shown permanent restraint of per as applicable. Apply to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. t1efer to Oates 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 with ANSIfi PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ conformance , listing this drawingg indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this IoVs general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbdndu .min' IM www.iocsafe.org Job Number: 136DC3023 Ply: 1 1 SEQN: 697213 / T18 ! JACK 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW. Truss Label: 13J1 Wgt: 11.2 Ibs .. / ... 09/29/17 12 6 [�:71 C I 2X4(A1) B � c� I � A I <� D 1' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,�f in PSF) Den/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA SCAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 177 1145 ! - / 42 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C -14 / 28 125 / - / - / 1.5 Des Ld: 37.00 EXP: CI HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria) Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Big Width Re 9 q Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.015 C Min Brg Width Req = Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Y s Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 611/2013) A - B 27 0 B - C 28 -19 Top chord 2x4 SP 91 Bot chord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Lumber value set "l313" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind Member design based on both MWFRS and C&C. a� Nb 04 182 W STATE O 40 015A38 FF 58 818O BB 7f 4AaltttemRaa bxvyr alecXrzig�ed a� F£{kf.. tk.C�a3ti2t cn tb¢da�zYwwa ab¢� aui3�anticai&sscoda. rirotcdtrpiascStl3s d«ex�v-a ate nat � and the SR 3be cxrins. -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAV —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUC as snown aaove ana on a aivision or i i vv tiuitatn �omponenls conformance with ANSIII PI 1, or for h this drawing indicates acceptance ie of this thawing for any structure 7 99 2E 85 FB by Hansel Martinez, a SHAA %mzi and molad an aardeamr k THEINSTALLERS id follow the latest edition of BCSI (Building inclions. Installers shall provide temporary lingand bottom chord shall have a properly ll instaed per BCSI sections B3, B7 or 10, )etails, unless noted otherwise. Refer to in from this drawing,any failure to build the s.A seal on this drawing or cover page ely for the design shown. The suitability Ir Is Job Number: 136DCS023 Ply: 1 SEQN: 697218 / T21 / HIP_ 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW: Truss Label: CJ7 Wgt 42.0 Ibs .. / ... 09/29/17 6'3" + 9110"1 6'3" 3'7" n 15 I Vl"4 6'1"4 3'2" I 974 971 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 fee Udell U# Lee R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 / 208 / - /- /- / 10.6 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - / 0 / 0 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- / - / 1.5 Des Ld: 37.00 EXP: C L 0.010 F - - HORZ(T) Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 B Min B Width Re 1.5 r9 q = Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - Req = Load Duration: 1.25 P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01. 11.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -11 C-D 55 -72 Value Set: 13B (Effective 6/1/2013) B - C 330 -650 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - G 604 -290 F - E 0 0 _afi�t$dxr� G-F 591 -288 Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.41 to 55 plf at 0.00 TC- From 2 pif at 0.00 to 2 pif at 9.84 BC- From 0 pif at -1.41 to 4 plf at 0.00 BC- From 2 pif at 0.00 to 2 pif at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 Ib Conc. Load at 7.07 BC- 23 Ib 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. No 047182 ► +r 10 q � STAFF OF ee r SERIAL 0 40 01 SA38 FF 50 8180 88 7F48 0099 2E 85 FB TSsSsitemtr;sbeae ekctns.siru4ysi�nnd axf staled 6y tAnsmxa� ta»rtU�es, n (FL. lkt.C37ta2t ona daSashatvn alxa a^.g a sNA 3 authenCmtirarcoje> Fristnd cophu fdis doeumcvart not amil6nrad sl a and scalod and thc.SH l wteftnt;oton cad not he rarifia GnMfdWmak =vim Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G - C 286 -47 C - F 345 - 709 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have property attached structural sheathincl and bottom chord shall have a propperly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, 'le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {lefer to 60A-Z for standard plate positions. a division of failure to build the g or cover page in. Thq suitability land use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. I For more information see this lob's general notes page and these web sites: ALPINE: www.alpinei w.com;1P1: www.tpinst.org; SBCA: www.sbcindustry.mm; ICC: www.iccsafe.orp e T' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, -15' Mean Height, Enclosed, Exposure D, Kzt - LGO fir, fan ,mnh Wind Snood. 15' Monn Hninht. Pnrtlnlly r—lnaad. Fxnotura D. Kzt = ton S 2x4 Brace V Gable ertical Spacing Species Grade No Braces (1) lx4 'L' Brace w 0) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace 11 (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r 41 / #2 3' 10' 6' 7- 6' 10, 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P f 03 3' 8' 5' 9' 6' 2' 7' 8- 7' 11' 9' 1' 9' 6- 12' 0' 12' 6' 14' 0' 14' 0' U [' Stud 3' 8' 5' 9' 6' 1' 7' 8- 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' n% O H 1 'r Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6- 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0- 6' 8- 6' 11' 7' 10' 8' 2' 9' 4- 9' 9' 12' 4' 12, 9' 14' 0' 14' 0' J S P #2 3' 10, 6' 7' 6' to'--- 7' 9' e' V. 9' 3'1 9' 7' 12' 2' 1 12' 8' 14' 0' 14' 0' NT #3 3' 9' 5' 3- 5' 7- 6' 111 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' (U I D rc L Stud 3' 9' 5' 3' 5' 7- 6' 11' 7' 5' 9' 2' 9' 7' to, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2- 6' 7' 8' 4- e' 11' 9' 8' 10' 4' 13' 1' 14' 0' U_ r #1 / #2 4' 5- 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' '�") _ S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' to, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U u F Stud 4' 2- 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' O f� r Standard 4' 2- 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, e' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5- 7' 6' 7' 9- e' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' — H3 4' 4' 6' 5- 6' 10, e' 6' 9' V 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' 13)D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 1t, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' o' 10, 2' to, .10, 11' 10, 12' 7' 1 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 1 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' 9' to, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X U O r 1 H P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7- 7' 0' 7' 5- 9' 4' 10, 0' Ill 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' S P #1. 5' 1' 8' 5' e' e' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' _ —14f-O-- #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' V 14'_D' —14-0-- —14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' to, 1' _11=7= —12r0' 14' 0' 14' 0' 14' 0' 14' 0' 01 D F L Stud 4' 9' T 4' T 10' _ —9=8— —10' 1' 111 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' _7� —6' 6'— 6' It 8' 8' 9' 3' 11' 6' 12' 0' 13' T 14' 0' 14' 0' 14' 0' able Truss Diagonal brace option, T vertical length may be doubled when diagonal 18 #( brace Is used. Connect L diagonal brace for 60011 at each end. Max web Brace total length Is 14'. 3113i1 I 2x6 DF-L 02 or better diagonal T I Vertical length shown ! bracei single 8' In table above. I or double cut L 1 45• (as shown) at upper end. ontlT,uous Bearing 1011 I/I/� Connect diagonal at tttNtt midpoint of vertical web. Refer to chart above for _ �i2 ..VARhIMMas READ AND FULLOV ALL NMS- (IN THIS DRAVDK3 ..IMxw PWTANTFLR4SH THIS DRAVING TO ALL CONIRACTaFLS 11a 0114 UK VISTALLIUM � tr� - ` �GENS' Trusses require extreme care In fabricating, handUng,.WppinZ InStaI,Inand bradmg. R.f.w.-to and folloe the latest edition of SCSI (Bufidno Component Safety Information, iy TPI and SBCA) frls.fety ' ,yf( practice. prior to performing these functions. Installers .f+olI provide temporary bracing per �S1 Unless noted otherwise, top chord shall have property attached structural sheathing oru! bottbn dwrd r shall have a properly attached rigid celUro. Locatkns shorn For permanent lateral restraint of webs Instatted B I 87 RIO, Apply to each face d �� shall have brocng per sections 43, or as r1o4ble. plates f truss and poSltlon as sheen above and on the Jotmt Details, ras noted otherelse. Refer to drawings 160A-Z for standard plate posltlo,,& 3 ��,` AIpV1e, fivW- ITV MaM Components Group Inc shall not be responsa,l. for deviation from ='w'� f s°R� AN tIWODMPANY a of this drawing, any Failure to build the truss In confornonce with ANSI/TPI 1, or for horxA�g, sh!p&g, ��Cn s T ea�p Installation 6 bracing of trusses. A srd on this drarbq or cover page UstIrQ this dratilma, Indicates acceptance u4 professional erptr,eerVq ressolely for the design shown Tina atJtabClty and use of this drawing L.kakent Drive for any strueGre- Is the responstbilty of the &Adhg Designer Wt ANM91 I Sect. /�,etr," 1� ti Earth City.0830A5 Fr none Information see this Job's general notes page and these .eb sites ALPINE, swe.atoheite.rom, TPL www.tdnstnro, SBCA, wwmsbchdustrv.orol IM ewwlccsoFa.orn as>s.Ctett M Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen-Flr al / #2 istandard ji 1 02 1 Stud 6Stud 1 1 a3 IStandardj Douglas Flr-Larch Southern Pinewww a3 #3 Stud Stud Standard Standard Group Bi Hem -Fir NI & Btr al Do las Fir -Larch Southern Plnewww al at a2 b2 tx4 Braces shall be SRB (Stress -Rated Board). w.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uptlf4-connect ons for 75 plf over �uous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) malls ill For (1) 'L' brace, space nalts at 2' o.c. In 18' end zones and 4' o.c. between zones. ,,,),Igor (2) 'L- braces, space nulls at 3' o.c. In IS' end zones and 6' o.c. between zones. bracing must be a minimum of 807 of web member length. 11 Gable Vertical Plate Sizes l LentinNoSlice 4'0' 2%3 houbut3X4 n ll han 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 E AX. TOT. LD. 60 PSF 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 Helght, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = L00 nrr tan mnh Wind Snppd. 30' Mean Heloht. Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace K (2) 2x4 'L' Brace six (1) 2x6 'L' Brace N (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6. 3' 6' 6' 7' 5' 7' e' 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' 11' 13' 7' 14, 0' LJ C� Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' I1' 11' 13' 7' 14' 0' 0 O f if Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' 01 #1 3' 10' 6' 4' 6' 7' 1 7' 6' 7' 9' 1 8' 11' 9' 3' 11' 9' 12, 2' 13, 11' 14' 0' —� S P #2 3' B' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' I1' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' i' 10, 1' 10, 10, 13' 8' 14' 0' D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' It, B' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' e' 6' 1' 7' 9' 8' 3' e' 11' 9' 7' 12' 2' 13' 0' U #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 PF LJ #3 4' 0' 6' 7' 7' 5' 8' 4' e' e' 91111 10' 4' 13' V 13' 7' 14' 0' 14' 0' 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I� Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' it, 10' 4' 11' t0' 12, 8' 14' 0' 14' 0' all #1 4' 5' 7' 3' 7' 6' 8' 7' 8' ill- 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' Q1 r D r L 03 4' 1' 5' It- 6' 4' 7' IL' 8' S' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' S' 10' 0' 10' 5' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14, 0' d S P r #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u' U Stud 4' 5' 7' 7' e' 1' 9' 2' 9' 6' 10, 11' 1l' 5' 14' 0' 14' 0' 14' 0' 14' 0' O P Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' S' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' e' 0' e' 3' 9' 5' 9' 9' I!' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' D' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' II' 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' Ll' 6' 14' 0' 14' 0' 14' 0' 14' 0' r Standard 4' S' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' Bracing Group Species and Grades. Group Al S uce-Pine-Fir Hem -Fir #I / 02 Standard #2 Stud #3 Stud 1 #3 Standard nounins Fir -Larch Southern Plnewxw n31 #3 Stud Stud StandardI Standard Group Ei Hem -Fir 01 6 Btr #I Do u has Fir -Larch Southern Plnewww nt #t R2 1 Ix4 Braces shall be SRB (Stress -Rated Board). nFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes Vinci Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports Load from 4' 0' outlookers With 2' 0' overhang, or 12' plywood overhang. sy^^ Attach 'L' braces With 10d (0.128'x3.0' min) moils. o. Abut l )K For (1) 'L' bracer space naps at 2' o.a able Truss In 18' end zones and 4' o.c. between zones. )K)'ar (2) 'L' braces, space naps at 3' o.c. Diagonal brace option. T in 18' end zones and 6' o.c, between zones. vertical length may be doubled when diagonal 18' )K 'L' bracing must be a minimum of BOX of web brace Is used. Connect L member length. diagonal brace for 6900 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. jK 31( Vertical Len th No S lice 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal 'r Greater than 4' 0"but4X4 Vertical length shownbrace) e"Irk, single 8, A lesIn table above.or double cut (as shown) at L 1 * Refer to common truss design for upper end. peak, splice, and heel plates. nthuaUs Bearina Refer to the Building Designer for conditions Connectdiagona at t1111111inot addressed by this detail. length, mid olnt of vertical web.Refer to chart above for nnx gs�b<~e rfNa{ oVARMN(Bww REAR axe FOLLOW ALL NOTES ON TNIS WU1VBd8 maDIPORTANTww FURNISH THIS DRAVBIfi TO ALL CONTRACTORS INCLUDM THE INSTILLERS . / T/.,, REF ASCE7-10-GAB16030 DATE 10/01/14 Trusses require ewtrene core In Pobricating, handling, shipping, Installing and bracing. Refer to and 11,F*11, the latest Illon of SI (eul,i,, COnpahent Soft, Info, 11, by 11 and Ill for safety ;�`J w• practices prior to performing these functions. Installers shall pravd¢ tomparary o-atlrg per BCSL `�\ l ¢`J' t DRWG A16030ENC101014 Unless noted otherwise, top chard halt have property, attached structural sheatHrg and bottom chord - NCl rl shall have A properly attached rigki ceghp. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 113, B7 or BIG, s applicable. Apply plots to each face - _ .b Q II ILJ i� of truss and posivan As shown allow and on the Joht Details. unless noted otherwise. Refer to drawings 160A-Z for standard positions. R III�ILJ�� plate Alpha, dlvLslon of ITV BLAciing Components Group Inc shall not be responsible For any deviation from = ATE OF AN ITWOOMPANY this drawing, any failure to Mild the truss In conformance with ANSI/TPI 1, or for handling, shipping.t� L br..t trusses. �� MAX. TOT. LD. 60 PSF hstallotion g of A seal on this d-wing — cover page listing this d—Ing, hdlcatas acceptance of professional ttyy Far the shown. The suitability and use of this droop rrLL �< Q `' v�; �O/C 0 rt fm.l Dr 13389 Lakehronl Orive e re solely fo—� the resporrsmWty of the Mdit Deslgner per ANSI/TIH 1 Seo2. `C MAX, SPACING 24,0' Earth City, 5 For none Inforhatian see this Job's general notes page and theca web sites, TPL SECA, CP anduitryArg, Iwwwdccsofearg N�� ,�aeAtt 'IfA L w.awww.tphst.org, www.sb ALPINE. walph..[ eh Gable Truss Gable Detail For Let -In Verticals If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, Gable vertical length greater than 48' 'L' or 'T' brace required sc s_46 Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates, QIf gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web, Examplei 2X4 2X4 2X8 brace required {. In lieu of scab brace Gable Provide connections for uplift specified on the engineered truss design. vertical length greater than Attach each 'T' reinforcing member with 49' 'L' or 'T' brace required End Driven Nnitst 10d Common (0,148'x 3.',min) Nails at 4' o.c. plus (4) molls In the top and bottom chords. Rigid Sheathing Toenalled Nnilsi 4 Nall 10d Common-(0148'R3) Toenails at 4' ac plus W toenails In the top and bottom chords. - This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, AU015051014, A10015051014, A14015051014, Malts A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Spaced At wed ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, AU530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPED101014 4 Ceiling See appropriate Alpine gable deta0 for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End -nail IN To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' r_elnforced gable vertical length-Is-14'-fromtop to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. /eb Length Increase w/ 'T' Brace 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 % 1 2x6 20 X Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP k3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30X = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' /^� !� ^� ^ n lu� IIJi�\\IJI AN riwCOMPANY IW9Lake!=tDM Eat) cry,nlOs3oas "vARNUMSs RFAD AND MUMW Alt Imts ON THIS DRAVM ssmFQiTANT" Rue= TW DRAVINB To ALL CDMTRACMRS DIMUMPiG TIE DWALLERB. Trusses requFe extreme care In fobrtatInp handlIn9 shlppIny Inatnl anal brack-4 Refer to and follow the late.! @"on of eat (ew.nR Co�anent Safety ° by ety L,Farmatbn. TPI and SBGU for safety produces prior to performing these functions. Installers shall provide temporary brndrro per BCSL Unless noted athe.Wse. top chord shalt have property attached structural aheatHn9 and bottom chord rd shall have a property attached rlpld ceiling. I ocatlons sham for permonent lateral restraint of webs: plates t0 each face droll how and sections on the J or MO.Det as opplssIcale.rated Apply otherwise. of truss and position as shown above and on the JoPit Uetofls, oaAeas rroted otllerwlse. posh Pistolled per above Refer to droving: 1604-Z far standard plot& positions. Alpine, a division of nV Building Cahponerits Co•oup Lic. shall not be respa,sble for any devinibn from tits drawing, ony (allure to bidth,e truss In canfornance wtth ANSLTPI Installation t bracing of trusses, A seal on this drowkg r cover po Rsti g this drawing, Indicates acceptwxv of professional ergMwrPp rwspoealiite sdety for Ic IQ shown 7►iw su}hobllty and use of this at cob far awry atruct+re b resporn6tky of Addh9 Desl9rrr per AMSViPI i S@cP_— For more Infarnntbn se. this Juba 9.rurol mattes paps ar�d these web siteai ALPIMFJ www.alaIneltwColV TPB www.takistcroi SBCN www arm Ica nwicccafe.ora ,,,+,a+,+„ ,,. ti,,l N,,, :'i•V "g•,ATj4y,, + .�? >r s a a A'+° Ms . ; rim 047162 °y -* =*= * =Qc -_15 � STATE 4f r'++« O : „ w„' a`P�c`+� gp,Qi r��: �'S�dt)NAI- ��` e r:.--.. "`»"`"" d- MAX, TOT, LD. 60 PSF MAX. REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC, ANY MAX. SPACING 24,0° 2; X Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber Is SPIT, So, Pine, HF, or DFL Standard, Stud grade, or better. Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up purlins must be intact and properly Hip Frame Stepped Hip System Trusses Pitched and Sheathed Chord Area Hip Frame-w B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0.131'x3,5' nails 2 6' o.c. maximum spacing, �'-- —�-I .— Stepped Hip Setback System Trusses Use this detail ASCE 7-10, 180 for; mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 '140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber, ASCE 7-02, mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur 4 anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiR�at�jl��ir�rllns, ssVARKDawe BEAD Arm Ftl.11ly ALL NOTES ON THIS DRAvn+a Qr'- GE� /��% REF HIP FRAME "004 tTANTu nmm Tws DRAVM TO ALL CONTRACT= MMUDIN13 TIE DWALLM Trusses requkn trireme care to Pabrlmtkp, FuuxlUna, shipping, InstaLft and bracing. Refer to and �v\ S� DATE 10/01/14 follow "test rdltlon of HCSI CBuM1tling Conpanent Safety Information, by TH and SBCA) far safety � lVa Maeikes grit to perf—ing these functions. Instniters small provide trnprary brad"g per SCSI. esa noted otherwise, tap ch,rd small have property attached structural sheothtra and bottom chord = DRWG HIPFR1801014 shall have a properly nttnchatl rlgm ceaelg. Locotk,ns shown For permanent lateral restra►,t of webs, _ �F� 9 chaff have ion st Mstnaed par SCSI sections H3, H7 or H10, as opdk:ame. Apply pietas to ena, Face _ Q of truss and position as shown above and an the Joint Detals, ess noted o rwlse. S' AefE OF Refer to drawings 16CA-Z far standard plate positions. — .� Mpine, a dlvblon of [TV HuBding Components Group Inc shall not be esponsible for any devlatlon from S AN [TWC3DMPANY this drn anp, any falure to 11 the truss In confrma-w with AHS1/TP[ 1, or for hanoning, shipping, 0 MetalWtion 6 brad", of trusses. A seal an this drawintgg r court page listing this drawing,irmalme Ywcates n¢eptance of professiaml QyQ {.y�+...`� tins the re ysponsWlty P X MdAR Designer per, ANNSSid/TPPII I Ser2 for any s taro t: ilk 13389 Lakekont Drive fr more YlFornatlon see tttis job general notes page and these web sttes, Al"iAdl/11111l110ttPt''1 Earth City. M0630d5 ALPINE, ma Ie imPorcamh TPH eww.tpirnst.orgi SHCA, www.cbcindustryargl ICO wwwlccsaFear, .9- f r. Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)K Attach each valley to every supporting truss with) (2) 16d box (0.135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph. 30' Mean Height, Enclosed Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph, 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1,00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 12 3X4 12 :nx 2X4 4X4 20-0-0 C++) Supporting trusses at 24' o.c, maximum spacing, Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at "mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with: properly attached, rated sheathing applled prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified an engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xx* Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Pitched Cut Bottom Chord Valley oe-nailed SQa Square Cut Bottom Chord Val 2X4 Stubbed Valley ❑ptlonal Hip End Detail Joint Detail ltlanulllluiln -WARNM- READ AM Fn.Lw ALL Nara @I TMs DRAVDrA ,�`� TC LL 30 30 40PSF REF VALLEY DETAIL _DPMTAMT., FU31LCi TM UtAVW6 TD ALL. COMACTOtS UMMMM THE DISTALLEAS �' 4 Trusses regU_ ..trene care t, fabrkatbg, handling, shlpphip, kmtelUg and bradne. Refer to and Pally the latest edltton of Bar CBuadB-p Canponent Safety Infornatlon, by TPI and SBCA) far safety `QQ �(;,l N' �C DL 20 15 7 PSF DATE 10/Ol/2014 tr,ctkes prior to perforkng these funetbeec. Installers shalt provide tenporarr �bradr� par BCSL 'si wh s noted otherwise, top chard shall have properly attomed rfrvetural aheath4,p and batten more giC DL 10 10 10 PSF DRWG VAL160101014 chap have o properly attained rigid celW,p Locations shorn far prrnonant Moral restraint of webs z i{ �T �� shall have tracing hatolled per SCSI sectfim B3. B7 or RIO, as eppLkable. Apply plates to each fete C d II F3DO of truss wd pamtlan as been above aA an the Joint Details, :ales, noted otherwise. = p BT.i LL 0 0 0 PSF 11I�� Refer to drawings 16CA-2 far standard plot. positlant RWGOMPANY Atpin., a mrwan of ITV Bulld, Conn a is Group Inc. shall not be responslbl. for ony deviation fron T13T. LD. 60 55 57PSF AN this droning any fa0.ur. to W the truss h cmfornnnce with ANSI/TPI 1, or for MnWlnp, shlppt+8••�TF {�F Installation L beadnp of trusses. A coal on this d�awhg or cover Pape Udsrtsb1�V this drawing. Yldcates acceptance of prof.sslaral �e + f> Ine a slam Ttw h o^d • the drowt0 % 4 �� 1i731�� URFAC,1.25i1.33 1.15 1.15 Fr any B regyponsmNty pf Hiidfip DesiV-ar per AHTVIPI i Ser2. i �` fT XI "''''"'I Drive Eadh C1y,M063046 For pore tifornntbn see this jobs general mtcs page and these web opts, `•�fl� � .` �� SPACING . 24.0' ALPWE,—tpl-itwtore TPI- wwetpinst—gi SBCN rnsbcWhst y gj ICO m.kcsofearp h V �� Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 FPsf (min), Kzt-LO. 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. xx Refer to Engineer's sealed truss design drawtno for pinavback and base truss specifications. Detail A 1 Purlin 12 Up to 12 4' 2' 2' Spacing = 24' o.c, or less Spacing = O.C. max 4' I —Top Chord Scab (Typical Each End) Flat top chord purUns required at both ends and at 24' max o.c. spacing In between. Detail B ' Purlin Spacing > 24' olc, 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 q3 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'x3,51). Up to 12 F, I I 4' \\ I I \\ I I I I Purlin Spacing) LT'olpFull 24' ac, max Chard Scnb (Typical Each End> Chord Flat top chord purlins required at Depth both ends, purlin spacing > 24' o,c, Notes If purlins or sheathing are not specified an the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detach A. WARNIMR w REM AND FMIZW ALL NOTES 13N THIS DRAVM ,,.� t \ -DWWANTxs FWUMI THIS DRAVV4 Tn ALL CWTRACTIM 11MILMM Tiff INSTALLERS `• (- v '1 Trusses require extreme awe In fabricating, hondUrV shlppl g, InstalWg and broUnpp.. Refer to and C folios the latest editlon of SCSI atuldlng Component Safety Information, by TPI and SBCA) for safety ��C C{V� practkes prl to perfornMp these functlorx. Installers &halt provide temporary bradng per BCSI. Dl s noted otherwise, top chord h,U have properly ttached structurst smtatwng and batten dhard shall hove a properly attached rigid c.Qmg. Locations sh— Par permanent lateral restraint of webs d Lp� [ droll have bradInstalled per 8I sectlws D3. 97 or SIO, as appllaable. Apply plates to each face £ truss nnn rdf position as shown above and on the Joint petals, unless anted otherwise. Refer to drawings 16CA-2 far standard plate posltwns. 0. Aldi pine, a vision of ITV BuMdino Components are ro Inc, shall t be responsible for ony deviation from +'(y AN 11drawing, asure t WCOMPANY this any eno buftd the truss In conFornance with ANSI/TPI I, or far handl w, sNppVg y AT$ hstollatbn L bracing of trusses. A at on this drastrg ar cover page Ustkq this drawbg, V.9-tea acceptance oP professlonal f eineerig responsfbpfty sdely for the design sham. The sultobSlty and use of this d-.kV OS H I 13389 Lareftont Drive for any structvx Is Hu respor�a9oOty of the l"I fg Des7pncr pangg ANSI/TPI 1 Sec.& gEe Earth City, M0630d8 For more ALPM mnlowtWtw.con o� I.—tolxn see this �twb'sut SBCA, ww.eneral ecbcand these web sites, o�idustrvor.l IM -vJcesaPearo Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.51) and secure top chord with 2x4 R3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord D3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC & (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'x1,375' nails. Note, Nailing thru holes of wave plate Is acceptable. r In addition, provide connection with one of the following methodst Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathingg ggussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF t12, full chord depth scabs (each face), Attach @ 8' o.c. with (6) lad 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 Plagvback Plate One 28PB wave plggyback plate to each face @ 8' o.c. Attach Teeth to Igg back at time of fabrication, Attach to supporting truss with (4) 0.120'xl.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. PACING 24,0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 CLR Rein -Forcing Member Substitution T-Reinforcement This detail Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement! or reinforcement method Is desired, L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member is Notes: a minimum 807 of web member length, 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. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement 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 2-2x4pq 2x8 1 row 2x8 ��2—rows �_8x6------1-2x8 2x6 2-2x6OO T-reinforce men t, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, M Center scab on wide face of web. Apply (1) scab to each face of web, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0.128'x3,0', In)_nalls at 6' o,c. einForcingmember is a minimum 80% of web member length. Scab Reinf. eryA MIU-. WAD AID fOLDV ALL NO= DN TM DRAvnm flNIS BRAVING TO ALL � �'. TC LL PSF REF CLR Subst. ■-WMTAW" lta8N D CQRRACTDRS DEEMING TW HISTALLERS an Trusses requW extrene care In fabri-tEN harming, sWpptng. InstdW and bracing. Refer to and ,� �.�` R folb. the latest emit«, of BCSI �Hw1 tempo-"* Safety 1-1by 11 and III far safety Rractices prbr to peMorvJng thew functtons. Dmtallers shall provide tenporary bracbg per BCSL � V\CEA/ -f/��i TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 Unles& ted otherrke, top chord shall have property attached structurol sheatHM and bottom :hard no .halt haven attacker Ng4I cefthg.sactla Locations23,B7o shown For restraint of webs `� C DL PSF ha property pic.bleni ppt pl shall have bracing MstaUad per SCSI secticns H3, H7 or Blll, as apolcnble. Ppply pWtas to each Paca of trues and ppoosHkn as shorn above and on the Jo4ht Details, �odess noted a harxlse. N = A K $C LL PSF 1�1`�I�Lllr—�1) Refer to dravings 160A-Z for standard plate posltlons. 2AA!7!C) mvwan of ITV Buttdln canpments Group Inc shall not be responsible for any devlation from pT, LD, PSF AN myroM y "A_ to bL, the truss In _Pornance with ANSI/TPI 1, or for hnrxM1ing, shIpping, rids Mang, *ad 13389 Lakefront Orlve Installathn 6 ng of trusses. A seal on this droving or cover page 11SU g this drashg, bwlcates acceptance of' professbr t e ing ty adelY for the design shorn The shPtnbalty a„d of this drawing far any sirucWreWr 16suthe responsbelty of the &:ding =goer per AN Vd I I Sect y T' ' �y `t�th .DER, 6 i'1 1 ' FAC. Earth City. MO 63045 erre.tohStorgeneral notes these /f Pt ALPINE, rep°ololneltsao.TPI SWA sbc1nductrvo oICO -.1 .... f— )"/Pia,., 0t1l7+.4�'t\ SPACING 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 only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (U = 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 tength(s) = (2)(U + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members usng two (2) rows at 4' o,c., rows staggered. Nall into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nall using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie-in loads. ad S L L 4' o c �TYPical ~ + o + o\-,-,+ o+oo + 0 +o + o + —I 2' 1-- Stagger + = Back Face i0d Box (0.128' x 3', min) Nails, 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12, 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 r 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555## Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 66604 Nlnlmum L Dlstance ..VARNDRG,.. READ AND FOLLOW ALL NOTES DN THIS DRAVDKa ..DtF'DitTANTo FURNISH TIOS DRAWING TD ALL CONTRACTORS 1NCLUODRG TIE DRSTNJ.ERS. ,� +++ ,� �. GEN +++ S REF MEMBER REPAIR DATE 10/01/14 Trusses requba extreme care hl fabricating, handdng, shipping, InstalUng and bracing Refer to and follow the latest .,Aden of BCSI (Buarsng Component Safety Informati—, by TPI and SBCA) iar fury �� i7 r1� practical Y,«' ea pen -forming these iwctlons. Installers shell provide temporary bracing per BCSL IHless noted otherwise, top chord shall nave properly attached For Npid sects Locations sheen for permanent laty pt restraint h webs shall hove o properly ailed per or gig. cmnll have d per BCSI sections opplkahno Apply pietas to each face structure, sheathing and button chordCA1f Ion : NO. ��f�''d DRWG REPCHRD1014 Q IILIl�11UeL�J'I ai trusE and ppooSltlon as SFwsn above and On the Joint Detoss, uMfss hated otfvrelse. and pas as am the J K. Refer to dru.ft. 16CA-i for standard plot, positions. �� AN ITNCOMPAW Alpine, a division of IN BUtding Conponents Group inc. shall not he responsible for any deviation from$ this drawing any fQKwe to bWd the truss In conformance with ANSI/TPI 1, or For har"g, shipping, }Q j�. i "7' lmstallation L bracing of trusses. A seat on this d-n.Ng or cover page Ustbg this drawee, Mcatss c, acptance of Professional i far the design shown The suttnMlty aid use of this dra.bq p J1� O n +� �- engine respons7Mlty solely for any mt t,ctere Is the responsmMllty oP the Mding Designer per ANSWI 1 Se,2 ++(+ •� SPACING 24.0' MAXI ror more this�b'sGeratnnrcae and thea Web bc c ,, rn ALIA,0O ALPDE- —Al�lmcyArg eseScFvArg ,,a, r STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO� ILLER EXISTING FILLER 1 - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' O.C. MAX,, OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW). ❑PTIONAL PLANT SHELF MAY BE -USED -UP -TO 24' MAX. FALSE FRAMES-MAY-BESIMILARLY APPLIED TO FLAT BOTTOM —CHORD TRUSSES (OR 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' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTI❑NS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB C❑NFIGURATION FOR 24' D.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NOTED'ON THIS SHEET DO NOT USE THIS DETAIL FORT STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑NS). INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. DRAG LOADS CONNECTED TO THE FALSE FRAME. TOP CHORD APPLIED FALSE FRAMES. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEI 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 ❑N BOTH -FACES -OF -EACH JOINT, IF NEEDED, A 2x4 FALSE FRAME-BO-T-TOM-CHORD MAY BE SPLICED WITH AN ALPINE WA_V_E-3x-4-MIN-PLATE AT ANY CONVENIENT LOCATI❑N, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE <0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY), —VARNI6" READ RM FMAMV ALL RITES ON THIS BRAVDKu mDtPMTNM. FtW%ii TIM BRAVDIG TO ALL CONTRACTORS VICLM04 THE RISTALLERL Trusses require astre,x care In f¢brkstkg handling, shlppinp, InstalDno and bracing. Refer to nn Follae the latest e@tian of SCSI CBuAmrp Component Safrty InfornatWe Icy er and -cin for Gofer practices prior to performing these functln [nstnilers sMU provkfe temporary Matlnp per BCSL esc oared othetrwlse, tap Chard $Moll have properly nttached GtrUCt,?al then and Marton di r $Moll have a properly attached rloa ceElnp. Locatbrel shorn for pern¢nent lateral restrolnt of we oanoL,f have brndrq hat— per Bbo sections D3, Joint or DIO, as wltesz no Apply plates W eaeh f¢c II�I1��1111 of trues antl p:Lorg Inn a6 Ghoer BCSI and ¢n th¢ 7o810, , unleGG . A Y PLate. Refer to dlo gs 16pA-Z for standard plate positions. RWCOMPANY Alphe, a dvlsl n of rTV Buldno Components Group Inc shall not be responsible for any devfbtlon f AN this drawkp ty Fall— to b,dld the truss In conformance with ANSVTPI 1, or for handling, sWpphg, hstailotbn L arbrocMp of trusses. A seal on tiiv droekq or cover page Us*V this drawhp, kulceten acceptam a of professional n EA1ty solely for the dealgn sham The strtnbltty and use of this ot'oekp 13399 LakeGonl Olive For��f+ is t}n responsNhtY of tone bAdit Daslyor per ANST/hPl L Sec2. Earth City. MO 63045 For more Infornatlon see this Job's general notes pope and these web sites. ALPM wee.alolnaltw.coru TPD mtoMst.oror SDCIu vww.sbcMdustrv,oral ICd rwelcc6afe.oro ```�• Jam'' .eA.�.-1/r�i ��w -o S AIEOF @ ;90 �CpR%0l REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAI,L ASCE 7-05 120 Mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00, N❑TEI #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. aWARa"m—. READ AND `mL°v ALL I�TES ° TI(IS DRAWMG `� \i`". TOTAL TOP CHORD REF 2X4 SCAB O H, ewpp(IItTAHTa FLRWSH THIS DRAVIM M ALL CMMCT�IS INMUDW MC INSTALLERS `��` Trusses requln eRtrene care In PabrknUnp, handit, shlppMD, blstal9nD and brocNR. R•Fer to and CjENg �'' LOAD NOT T❑ fall the laud edition of BCSI (Puiltlin0 Conponen! Safety Iniornntbn, by TPI and SPCA) Por safety gQa �\ DATE 10/01/14 proctkes prmr to perFornmg these Punctbns. InstaUerc pall provble tenpornry braw,g par PC.cL EXCEED 40 PSF Unless noted othar•Ise, top chord shnll have proporly attachetl structural ai. on Batton chord _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shaU have a property attached % b ceeing. Locations sham Por pernnnent lateral restraint of webs IIf''TT1 I� shall have brnUnp Installed per 8t4sI sections 83, BT or D10, as applkaae. Apply plates to each face y d �� of trots aM rposltl— As shorn ebove and on the JaMt Details, unless noted otherwise. = 7t Refer to draehps 160A-2 for standard plate pesltlons. ATE OF Alpine, n dvWon of ITV ButrAnp ConponenLs Groi.p Inc shall rot be responsible far any tlevlatbn iron S ` MI fTWCOMPANY tale dray np any faUure to blip the truss In confornonce elth aNSLTFI 4 ar far ImrdUq sh pp4p. ', .Q 6is,allatbn 6 broclnR f trusses. A _ al this dra•bq ar cover po9e iLstb+p this drn•h0, 6vDoates n¢eptance of professkrol '.r �/t �4 0 Fk O rMD re easily Por the deslpn d,o•n Tix sultnWity aw us< of this droeh0 v,� l� A�. .�' DUR, FAC. 1,15/1,25 for sirucWrKtha resporbAky of tM BWldrg Oaspner P.r IdISViP[ 1 Sec2. rii e\"d \` 13369 Lakehonl Drive For nore InPornaUon see this b's enernl notes papa and these web sltes� N4/r i tv\ Earth City. MO 6394 5 ALPINE, •. n tP '� tU y.arD, ICG ••w3cccaPeorg f"4µP �N��' tLa` SPACING 24- w, 1pinelt•.conl TPD wrw. klst.or SHCA� err.sbclndUatr