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HomeMy WebLinkAboutTrussI aney 07111YJOnel7r.S, t.tc i RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 Phone: (352)429-9429 Fax: (352)429-7429 -Job Information: --- I --- --- -- - —--- Addess: Customer Name: Creekside Lot 125 DR Horton 8440 Cobblestone Dr Description: City, State, Zip: 4EBB 1828-Cali "C" LL OIL Ft. Pierce, FL I —Loading Information: I Roo! Loads: Floor Loads: TC Live: TC Dead. BC Live: BC Dead: TC Live: TC Dead: BC Live: I 20 1 7 0 10 0 0 0 j Bldg. Code: Wind Std., Wind Speed. Bldg. Useage: Building Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C Pages or sheets covered by this seal from: 1 thru 32 Total 32 Cover Sheet Order # JOB # 136DCS125 Printed: Fri, Aug 25 2017 FOR Name and License Number: BC Dead: 0 Wind Type: MWFRC & C&C W/M # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 CIGE 20 D1 21 D2G 22 V4 23 V8 24 ER 25 ERA 26 BJ5 27 BJ3 28 EMA 29 BJ1 30 BJIA 31 CJ7 32 CJ3A e�`oo�ott�aeaaaaava No 0 7 . STATE OF .�� Off. O R 1 O P GN% 'i:' O N Ad 40S `°��• Vale Copy Page 1 of 1 RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FI 34736 omponentS, LLc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS125 Printed: Tue, Aug 1 2017 -Job Information: Address: FOR Name and License Number: :usramerroame: Creekside Lot 125 )R Horton 8440 Cobblestone Dr )escdption: City, State, Zip: [EBB 1828-Cali "C" LL OL Port St Lucie, FL —Loading Information: Root Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead., 20 7 0 10 0 0 0 0 Bldg. Code: Wind 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 32 Total 32 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AB 10 A9 11 A10 12 All 13 Al2 14 A13 15 A14G 16 A15 17 A16 18 B1GE 19 Cl GE 20 D1 21 D2G 22 V4 23 V8 24 EJ7 25 EJ7A 26 BJ5 27 BJ3 28 EJ3A 29 BA 30 BJ1A 31 CJ7 32 CJ3A Manuel M"_ rt in. o 7$ p W � e 15 STATE Of 40015A38FF5081 BOBB7F4800992E85FB Th.4 Item hasbecst olctlaxcfca%rs ned w.0 awlad by 1Aa IMatttnaa, PE(FL. U:.93711171 an they EaSa shown abnsm u-.tng a 5NA4 authendca wdc. ?totedccplea Ithead-_n .tw-oatcenacendVp#dand scaled and the S"A>'I audtentktatims.zade M.t be r wil drasate*dectwak alas. Page 1 of 1 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 0 9.2342,19200300.100.1.1=A010980000 0014B.4CE8FE960000211F Da 201:7 08.01 16:05:51 -04'00' Adobe Acrobat DC version: 2015.006.30306 Job Number: 136DCS125 Ply: 1 SEON: 635484 / T10 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EB8 1828 Cali "C" LL OL Qty: 11 FROM: AH DRW: Truss Label: Al �Wgt:2212lbs .. / ... 08/01/17 f 7'10" 1 14'4"7 + 19'10" + 25'3"9 31'10" + 39'8" T10" 6'6"8 5'5"9 5'5°9 6'6"7 T10" 1 ==4X6 16X4 =4X6 =3X4 =3X8 =3X4 =4X6 11I: X4 V 0 T8"12 + 4'3"4 T8°12 12' +2'0"1�_ 59"1 + 5'9"t +2'0"15 14'0"1 19'10" 257"t 2T8" 4'3"4 T8"12 31'11"4 39'8" 1. Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc IJdefl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.179 M 999 240 B 1654 / 709 / 961 / - / 445 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.389 M 999 180 H 1654 1709 / 961 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Big Width Req = 2.0 Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor. 1.5 H Min Brg Width Req = 2.0 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.550 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.608 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 D E - F 1108 -19132 Lumber B - C 1442 -2968 F - G 1263 -2434 C - D 1263 -2433 G - H 1442 -2969 Value Set: 13B (Effective 6/1/2013) D - E 1108 -1902 H -1 27 0 Top chord 2x4 SP #1 Botchord 3 #1 We Webs 2x4 SP #3 We SP Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2575 -1122 M - L 2086 -814 P-0 2572 -1122 L-K 2573 -1128 Bracing% (a) Continuous lateral restraint equally spaced on ' O - N 2572 -1122 K - J N - M 2085 -788 J - H 2573 -1128 2576 -1128 member. Or 1x4'T" reinforcement. 80% length of re web member. Same species & SRB grade or better,a Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails - a 6" oc. Webs Tens.Comp. Webs Tens. Comp. + v aw P - C 286 -13 M - F 468 -736 Tra Scab Y (s) ft C - N 387 -558 F - L 486 -204 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach e N - D 485 -2D3 L - G 387 -558 scab to face of chord with: Nails @ 8" oc, plus ft D - M 468 -735 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st (0). u - E - M 1341 -714 panel point: ag Loading"" °+ » * X Truss passed check for 20 psf additional bottom live load in 42"-high 24"-wide " s chord areas with x 1 clearance. s will Ste(. Wind 40 015A38 FF 5B 81 BO BB 7F48 00 99 2E 85 FB Member design based on both MWFRS and C&C. ys�>rftamtsss mslec�s nadz-A=1vJhV Mau=Wzrtb= PE(FL. Uc.047INZI en thm eaSc slsav�n aC¢roa tr.5ag a iHJGi "anticazkmmzfa. er9ated crpkrxadtfd.: doarm.S:um nmt csasxiitixad signcdamd rcalad and tic 5.4A1 assffianCraiBcsvrade tn�t 6a astif3ed oxs amye3cctmnk cmias. -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 these Installers temporarryv Comp... Safety Information, by TPI anr7'SBCA) toF safety practices prior to performing functions. shall provide bracinper BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly g B7 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, or 610, as applicable. Apply plates to each face of truss and as shown above and on the Joinf Details, unless noted otherwise. (2efer to position drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in ANSI 9 PI 1, for handlirig installation bracing trusses.A seal on this drawing or cover e_ conformance with or shipping, and of listing this drawing indicates acceptance of protiessional engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. pa _ The suitability Job Number: 136DCS125 Ply: 1 1 SEQN: 635487 / T13 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OIL Qty: 1 FROM: AH DRW. Truss Label: A1A Wgt 254.8 Ibs .. / ... 08/01/17 T10" 7'10" 14'4"7 6'6"8 19,10" 22'6"41 26'8" 1 31'10" 1 3918" 65*9 2'8"4 4.112 5'2" 7'10" to c 6(A2) 112X4 =4X6 m3X4 =-6X8 1112X4 912X4 =5X10 34}42�F599"01 +2+ 4' + 5'0"+ 7'11"15 �1 111'81 39'8"TTB"122 2'0 2� 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): 0.234 F 999 240 B 1560 / 708 / 960 / - / 445 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.540 F B74 180 1 1560 / 707 / 959 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.287 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.2 psf Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.616 Bearings B & I are a rigid surface. p Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.549 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.975 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(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, HS VIEW Ver: 16.02.01D.0314.13 A- B 27 0 F - G 1417 -2560 Lumber B - C 1439 -2769 G - H 1753 -3397 Value Set: 13B (Effective 6/1/2013) C - D 1261 -2224 H - 1 1434 -2761 D-E 1106 -1735 1-J 27 0 Top chord 2x4 SP #1 E - F 1511 -2516 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "3B" uses design values 1 approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. B - S 2397 -1119 P - O 20 -9 Bracing' S - R 2394 -1119 N - L 2971 -1289 (a) Continuous lateral restraint equally spaced on ae� y R - Q 2394 -1119 M - K 26 -12 member. Or 1x4 "T" reinforcement. 80% length of a �W, Q - P 1901 - 788 K - 1 2388 -1121 web member. Same species & SRB grade or better, W attached with 8d Box or Gun (0.113"x2.5",min.)nails � �r+ Maximum Web Forces Per Ply (Ibs) @ 6" oc.wo Webs Tens.Comp. Webs Tens. Comp. Tray Scab(s) S - C 286 -13 N - F 214 -147 (1) 2x4x0-3-11 x SP 93 scab at each end. Attach C - Q 384 - 567 N - G 578 -1051 scab to face of chord with: Nails @ 8" oc, plus aw s Q - D 459 -199 G - L 872 - 407 additional nail clusters at: BRG.: (0), heel: (0), 1st STATE ID F D - P 471 -683 L- M 71 -3 panel point: (0). * �_a1 E - P 59 - 531 L - K 2559 -1200 E - N 2271 -1099 L - H 633 -187 Wind �'4 P-N 1883 -659 K-H 466 -872 Member design based on both MWFRS and C&C. , n� #' �a. N - O 18 -1 40 015A 38 FF 56 8180 8B 7F48 00 99 2E 85 FB Thk itam Aas%atn cktison3t ys ed acx9 scaltdby raar,.:ci Marttncs, fE (FL. tit. k31fH2.t an thnra4a shown a6amx ar"ing a SHh•3 acihantscas,zxim Pmtad xtptn efthis dmum=.A an not tmasidmd tiv.,i xd—led =6 the 5::a,: authantsaaEancadc mtat be *tdfi-d cAwfolactrank tiles. '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) f0 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 Nid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, .C. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of rfPI 1; or for h acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 635489 / T9 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW. Truss label: A2 Wgt: 240.8 Ibs / ... 08/01/17 r " 1" 532 +316'10" 39'8"4'9 4'9' 7'104669T10743 247"2 "4 + T10" m5X8=5X6 E F 1112X4 =4X6 =3X4 =3X4=3X4 =3X4 =4X6 012X4 1' T8"13 4'3"3 2'1"1 4'10"15 1'8" 4'10"10 2'1"6 4'3"3 111." 3 1' 78"13 12 141 19' 20'8 25'6"10 27'8" 31'11"3 39'8" Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeHICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L1defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): 0.151 P 999 240 B 1561 / 710 1963 / - / 428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.349 P 999 180 1 1560 / 710 1964 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 K - - Wind reactions based on MWFRS EXP: C HORZ L 0.151 K - - B Min Br Width Re 1.8 Des Ld: 37.00 R )� 9 q = Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 1 Min Big Width Req = 1.8 NCBCLL: 10.00 P TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0600 Bearings B & I are a rigid surface. Soffit: 2A0 BCDL: 5.0 . psf Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.695 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A-B 27 0 F-G 1170 -1787 Lumber B - C 1470 -2770 G - H 1288 -2221 C - D 1289 -2223 H - 1 1470 -2770 Value Set: 13B (Effective 6/1/2013) 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 "l36" uses design values Maximum Chord Forces Per Ply (Ibs) 9 Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - R 2398 -1147 N - M 1896 -846 BracingMi .* R - Q 2396 -1147 M - L 2396 -1162 (a) Continuous lateral restraint equally spaced on � Q - P 2396 -1147 L - K 2396 -1162 member. Or 1x4 "T" reinforcement. 80m/m length of F. yp P - O 1698 -817 K -1 2399 -1162 web member. Same species & SRB grade or better,• O - N 1537 -588 attached with 8d Box or Gun (0.113"x2.5",min.)nails� @ 6" °° # 47 ern * s Maximum Web Forces Per Ply (Ibs) Tray Scab(s) ar a Webs Tens.Comp. Webs Tens. Comp. (1) 2x4x0-3-11 x SP #3 scab at each end. Attach rrix R - C 288 -13 F - N 617 -394 scab to face of chord with: Nails @ 8" oc, plus .,1,' C - P 389 -575 N - G 474 -704 additional nail clusters at: BRG.: (0), heel: (0), 1st., STATE OF P - D 450 -201 G - M 452 -201 0 Panel Point: ()'�0 41 D - O 474 - 703 M - H 390 - 577 Wind fi)sw�$ ,y'�• E - O 615 -393 H - K 289 -14 "anrs '1e Member design based on both MWFRS and C&C. A��� 40 015A38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FB *,U Itam nss bom mkztmn£caYy Itned mad scaled by Mam.1 Marttncz PE (Ft• rt,:.447=1 on the date shown aba" w.2a8 a SNA•1 �rtl�anGtati�.r' +pia. ptb"dcspaua3tf sdauz-vntarmnotcrxwd+ ddy-nedandsmalnd anotivz 9i4:aauthenGcaticneoflernsztbd*tdfSedcna yd"tmnk msxlas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `"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, Infonnatlon,•by,TPl an7,'SBCA) for safety practices,pnor to pertorming these functions. Installers shall provide temporarX �id ceiling Locations shown tot permanent lateral restraint 6f webs shall have bracingq installed per BCSI sections B3, B 1 or B10 e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; orfor h acceptance any structure fis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS126 Ply: 1 SEQN: 639460 / T1 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 ' ' FROM: AH DRW. Truss Label: A3 Wgt: 238.0 Ibs / ... 08/01/17 6'4"8 7'10" 14'Z"13 16'0"1 21'7"15 25'S"3 31'9"7 33'3" 39'8" 6'4"8 } 1'6"� 6'4"4 3'9"4 + 3'7"14 + 3'9"4 + 6'43 F1'6" 6'4"8 Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber 6 4 lll: X4 =1­10308 ea410 n 4X10 !E X10 154X6 1112X4 6'2"12 5'9"4 2'2"1 5'7"3 57"3 12"1 5 5 6'2"12 1 6'2"12 12' 14'2"1 19'10. 25'S"3 27'8" 33'5"4 39'8" 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 to 2h 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 Al Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 'T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (P9,Pf in PSF) Pg: NA Ct: NA CAT: N/ PE NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE, HS Defi/CSI Criteria PP Deflection in loc Udefi U# VERT(LL): 0.159 H 999 240 VERT(TL): 0.367 H 999 180 HORZ(LL): 0.067 M - - HORZ(TL): 0.154 M - - Creep Factor. 1.5 Max TC CSI: 0.603 Max BC CSI: 0.610 Max Web CSI: 0.945 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 No 047182 � x t STATE OF A IONAL � ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL I B 1561 / 312 / 965 ! - / 408 18.0 K 1561 /312 /965 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1488 - 2221 B - C 1552 -2860 H - I 1312 -2211 C - D 1286 -2250 I - J 1266 -2250 D - E 1312 - 2211 J - K 1552 - 2860 E- F 1488 -2221 K- L 27 0 F-G 1143 -1613 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2499 -1246 P - O 1604 - 678 S - R 2496 -1246 O - N 2496 -1269 R - Q 2496 -1246 N - M 2496 -1269 Q - P 1604 - 658 M - K 2499 -1269 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 281 -5 P-G 279 -210 C-Q 417 -615 G-O 826 -571 6�-� , 4 E - Q 375 - 379 O - H 375 - 379 Q-F 826 -571 O-J 418 -615 -k-F-P 280 -211 J-M 281 -5 SERIAL* 40 015A38 FF 5B 8180 BB 71748 00 99 2E85 FB ThkItetn has bearalecisoa&a'ys ned as4rs2lad by rAz lMarthar, 'FE (FL. & C47t921 on the dale shmvn abase rr.aaS a SWA•1 o diantk=izr'code. Fretted capiexarthia dw=mt arm not ctmal utd= dand=lad and CA sulhentirat3�.cnde Hint La xrtifz:✓J fat atsidoctronk 'Zos. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy, TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or B10, e. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handlingf shipping, installation and bracing of t usses.A seal on this drawing or cover page. ing indicates acceptance of pro essionai engineering responsibility solely for the design shown. The suitability , thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DGS125 Ply: 1 SEQN: 635491 / T8 / HIPS 4EBB 182E-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss label: A4 Wgt 238.0 Ibs / ... 08/01/17 + '2 I } + 31° i 39'8" 62'9_"4 4'0T10"7T1100" 4642"12 24 � r.5X6 =5X6 E F 1112X4 _4308 =4X10 =3X4 =4X10 =4X6 112X4 ' 7'8°12 4'3"4 2'2°12 5'7"4 5'7"4 2'2'12 4'3°4 T8"12 1' 7'8"12 12' 142"1 19'10" 25'A 27'8" 31'11"4 39'8" ) Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pt 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): 0.148 G 999 240 B 1560 / 712 / 965 / - / 387 48.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.343 G 999 180 1 1560 / 712 / 965 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS EXP: C HORZ L 0.149 K - - B Min B Width Re 1.8 Des Ld: 37.00 (T )� � q = NCBCLL: 10.00 Mean Height: 15.00 itCode/ Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.2.psf Bearings B & 1 are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearings B & I require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.556 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.759 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, HS VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 1466 - 2162 Lumber B - C 1517 -2772 G - H 1334 -2214 C - D 1334 -2214 H - 1 1517 -2772 Value Set: 13B (Effective 6/1/2013) D - E 1466 -2162 I - J 27 0 Top chord 2x4 SP Al E - F 1189 -1702 Bot chard 2x4 SP #1 Webs 2x4 SP #3 n values Maximum Botns. Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design Chords Tens.Comp. Chards Tens. Comp. approved 1/30/2013 by ALSO B - Q 2400 -1195 N - M 1684 -748 Wind + Q - P 2397 -1195 M - L 2397 -1224 Member design based on both MWFRS and C&C. " atesA P - O 2397 -1195 L - K 2397 -1224 O - N 16B4 - 724 K -1 2400 -1225 ' 40 m m Maximum Web Forces Per Ply ( Ibs No 047182 Webs Tens.Comp. Webs Tens. Comp. we Q - C 289 -12 N - F 280 -194 e C - O 392 - 582 F - M 698 -494 D - O 274 - 241 M - G 274 -241 " f- O - E 698 -494 M - H 392 582 •, Ra a� . s *w .a► E - N 281 -195 H - K 289 -15 1 AA. s°t 4001SA38fF5B81BOBB7F4900992€85 FB tikltemriaakrt;tauckstr s%nadaoe9saaladtryrda"tiMarttw, PE (ri., ltc.9471921 on the &ta shows abaim tring a SHAA endtalkMoade. F+ btad'%iszrrtlthh do :caeca arm not ctswdared sfznad and mind grad tFmS-3A;-z authenttw:tauccelc ms�t tia.mcfliL^.d ras as,srdatrank cmylns. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Are Information, by TPI anQ'SBCA) or safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oYherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg ins fled per BCSI sections B3, B7 or 610, le. Aooly plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise_ (2efer to of ri F'i 1, or Tor ham acceptance of any structure is failure to build the g or cover page in. The suitability Job Number: 1360CS125 Ply: 1 SEQN: 539462 / T15 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: At DRW: Truss Label: A5 Wgt 232.4 Ibs / ... 08/01/17 7'10° 14'2"12 16'0"L 23'7"15 25'5" 31'9"7 33'3i8 39'8" r 6'4°B 1'6"1 6'4"3 F1'9"5 7'7"14 +1'9"5' 6'4"3 �1� 64"8 m 37 �5X6 -z6X6 F G 1112X4 =4Xs FR3X8 =3X4 =3X8 =4X6 1112X4 �' s 2"12 + 5 9"4 22"12 59 7"4 57"4 + 2 2°12 53 + s 2"12 �1 6'2"12 12' 14'2"1 1'10" 255"4 27'8" 33'5"4 39'8" Loading Criteria (pst) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 it Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP 91 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" cc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" cc, 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) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.156 H 999 240 B 1561 1713 / 964 / - 1367 18.0 Lu: NA Cs: NA VERT(TL): 0.359 E 999 180 K 1561 1713 1964 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS HORZ(TL): 0.158 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 K Min Big Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.604 Bearings B & K are a rigid surface. TPI Sid: 2007 Max BC CSI: 0.614 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.652FT/R 20(0)!10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 G - H 1503 -2185 B - C 1576 -2860 H - I 1345 -2211 C - D 1319 - 2251 I - J 1319 - 2251 D - E 1345 - 2211 J - K 1577 - 2860 E- F 1504 - 2185 K- L 27 0 F - G 1235 -1794 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2499 -1278 P - O 1773 -819 1 ° '«x / S - R R - Q 2495 -1278 2495 -1278 O - N N - M 2495 -1307 2495 -1307 :,I Q - P 1773 -792 M - K 2499 -1307 No 047102 Zo Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 280 -5 P-G 254 -180 a STATE OF C-Q E Q 416 -614 343 G-O O H 695 -512 343 - -294 - -294 4A; Q-F 695 -512 O-J 417 614 01, F - P 254 -180 J - M 280 -5 SERIAL At 40 01 SA 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB Mil Itarn sabccnak[troataa;)jst}pad ors!zaaiad by rAa ,ol MartkM n (FL. uc.047=2..) on data shown atxisa u^.taga 54iA•i aG'thent3ii3ten =1e. ?Minddots-_rxatanoatccW&Ndsigned andsalad and IM SMA-1 ac4hanttsatiresaodcHost bn oaditd m ae y d"Irank crvlas. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anQ'SBCA) f0F safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or B10, e. AppYy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f2efer to BOA-Z for standard plate positions. a division of lis drawing,any failure to build the on this drawing or cover page re design shown. The suitability c. Job Number: 136DCS125 Ply: 1 I SEQN: 635493 / T7 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt 240.8 Ibs / ... 08/01/17 164"12 '�s1�'90" I 4'1"".15 "397 422 41010°5 61S1 + 7'10" i cn 0 32 =-3X4 =5X6 1112X4 =4X6 =3X10 =3XB =3X10 =4X6 111:54 1' T8"13 4'3"3 2'2"12 5'7"4 5'6°15 231 4'3"3 T8"13 1' h T8"13 12' 14'2°1 19'10° 25'4"15 2T8° 31'11"3 39'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It 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 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Defl1CSl Criteria PP Deflection in loc Udefl U# 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: 0.556 Max Web CSI: 0.638 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 /714 /962 /- /346 /8.0 J 1561 /714 /962 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.6 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1332 -1956 B-C 1549-2771 G-H 1517 -2163 C - D 1366 -2215 H -1 1365 -2213 D - E 1516 - 2154 I - J 1549 - 2771 E- F 1332 -1956 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Cbmp. 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 0' � No 047102 - 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 STATE rtft OF��,,Yq D - P P - E 345 - 222 649 - 542 N - H N - 1 350 393 -223 - 581 E - O 277 -172 I - L 290 -14 F - O 233 -26B 40 01 5A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB Silt itatniwa�ecn okcitvnit�tl�ps�ad arrlssalad 6y Fdsncxl Martinis, ?E M. ttc.047E821 a 5"A4 acth anC"�cafisva ¢adr. Fibtmd cepinvlthk donwment=not cnnsjd=d skull and s kd axs6 t17W,,:.isai,S as:�rientSo4t�acade must Ra aetH3ed ca anydtctmnk oz�;ioz "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of in Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the i1�Pl 1, orfor.handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover paage_ !s acceptance of pro essiona pgmeerm_q responsibility solely _for the design shown. The su" bility any Job Number: 136DCS125 Ply: 1 SEQN: 539464 / T25 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1B28-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt 218.4 Ibs .. / ... 08/01/17 6'4"7 7'10" 14'0"1 19'f0" 1 A15 31'98_ 33'3�9 39'8" 6'4"7 �11 6'18 5'9"15 + 5'9°15 + A' +% 6'4"7 S' v =4X6 3't 1112X4 =5X8 112X4 ee4X6 Eg3X4 m3X8 m3X4 es3X6 II!2X4 1' 62111 595 42'599"155"115 20"53555 6-2.11 T 62"112' 0 01105 2975T81 3"39'8" Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It Des Ld: 37.00 EXP: C Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat 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" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ B" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# PY NA Ce: NA VERT(LL): 0.164 F 999 240 Lu: NA Cs: NA VERT(TL): 0.379 F 999 180 Snow Duration: NA HORZ(LL): 0.069 L - - HORZ(TL): 0.160 L - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TIC CSI: 0.592 TPI Sid: 2007 Max BC CSI: 0.603 Rep Factors Used: Yes Max Web CSI: 0.354 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.0017.0504.20 N �yy "10 sEPJAL * 40 01 5A 38 FF 56 8160 BB 7F48 00 99 2E 85 FB ThitstemAasbctnmkctrenka / ncaarcs�icdbyMA lMatti, , FC tFL. Uc.0471921 M the date shown a6¢za tedrg a 53iA.i atarhenGptxesrad� i+tazmd eap�zorshin dwcrsra am not crostad stgnadand zeatnd and tfse�.S�rR*2 ss ¢nticazFaweadenue baacdficd tatactyadestMrj: aolat. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 715 1958 / - / 326 18.0 J 1561 /715 /958 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1404 - 2093 B - C 1617 - 2856 G - H 1376 - 2223 C - D 1350 - 2262 H - I 1350 - 2262 D - E 1376 - 2223 I - J 1616 - 2856 E- F 1404 -2093 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2494 -1317 O - N 1937 - 952 R-Q 2491 -1317 N-M 2491 -1: Q - P 2491 -1317 M - L 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R- C 273 - 5 O- G 286 -177 C - P 427 - 600 G - N 464 -172 E - P 464 -172 N - 1 427 - 600 E- O 286 -177 I- L 273 - 4 F - O 221 - 283 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building (Safety Information, b TPI anr7'SBCA) i safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oherw!se,top chord shall have properly attached structural sheathincl and bottom chord shall have a propperly lid. ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 810, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of ivi i,orrorn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 635495 / T6 / HIPS 4EBB 1828-Cali "C" LL OL [DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A8 Wgt: 215.6 Ibs ! ... 08/01/17 7'10"9 + 13' 19'10° + 26'8" + 31'9"7 } 39'8" i T10"9 5'1"7 6'10" 6'10° 5'1"7 7'10"9 m5X8 m3X4 1112X4 =3X6=3X4 =3X8 =3X4=3X6 IIIZ)(4 TB"13 4'3°3 1' 610° 6'10° 1' 4'3"3 T8°13 1� 7'8"13 12' 13 19'10" 26'8° 2T " 31'11"3 3918" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in [cc Udefl U# Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 Snow Duration: NA HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.617 TPI Std: 2007 Max BC CSI: 0.531 Rep Factors Used: Yes Max Web CSI: 0.432 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 ��M t STATE OF ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 / 716 / 953 / - / 305 18.0 H 1561 1716 / 953 / - /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1507 - 2281 B - C 1583 -2760 F - G 1439 -2299 C - D 1440 -2299 G - H 1582 -2760 D - E 1507 - 2281 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2388 -1259 M - L 1992 -997 P - O 2385 -1259 L - K 2385 -1288 O - N 2385 -1259 K - J 2385 -1288 N - M 1992 - 967 J - H 2388 -1288 P Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 258 -14 M - F 400 - 262 C - N 367 -494 F - L 447 -224 I D- N 447 -224 L- G 366 -494 D - M 400 - 262 G - J 258 -16 A. E - M 326 -409 40 01 5A 38 FF 58 81 BO 88 7F49 00 99 2E 85 FB rtdt Item has b=%aladens3rai lsigmd wA=aled by Ma=rtl marm", Pf (A., m.04no2i ont"nm4ase sfwwn abam trans a 5NA•1 mnhcn=t e n zode. Fmied ceintotolt% do=* —two cotccmi&med Min+ d=d =lad and tFc acdffientkattn sale mast boaradfbd tat wyelectwois C=10t. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI anr7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwlse top chord shall have properly attached structural sheathing and bottom chord shall have a properly le. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, l e. Applv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to a division of any structure is failure to build the g or cover page rn. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 539466 / T23 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A9 Wgt: 207.2lbs / ... 08/01/17 6'4"9 12'0"1 19'10" 27'7"15 33'3"7 39'8" 6'4"9 5'78 7'9"15 7'9"15 5'7°8 64"9 m 5X8 1112X4 1112X4 m5X6 a3X8 =5X6 0I:5(4 6'2"13 5'9°3 7'10" T10° 5'9"3 6'2"13 11 6'2°73 12' 19'10° 2T8" 3353 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If 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 endwali: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defi/CSl Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL): 0.183 E 999 240 Lu: NA Cs: NA VERT(TL): 0.422 E 999 180 Snow Duration: NA HORZ(LL): 0.068 J - - HORZ(TL): 0.157 J - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.617 TPI Sid: 2007 Max BC CSI: 0.629 Rep Factors Used: Yes Max Web CSI: 0.580 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 16.01.00F.0504.20 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1560 1717 / 947 / - / 285 / 8.0 H 1560 1717 / 947 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 E-F 1616 -2483 B - C 1631 - 2819 F - G 1475 - 2391 C - D 1476 - 2391 G - H 1631 - 2819 D-E 1616 -2483 H-1 27 . 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - N 2454 -1322 L - K 2079 -1066 N - M 2452 -1323 K - J 2452 -1352 M - L 2079 -1036 J - H 2454 -1352 *' V 7,f Maximum Web Forces Per Ply (Ibs) ,e Webs Tens.Comp. Webs Tens. Comp. No � w 7 N-C 212 -6 L-F 509 321 " ur C - M 328 -427 F - K 431 -168 as D - L 509 - 321 K - G 328 - 427 M-D 431 -168 G-J 212 -8 E - L 364 - 462 STATE *vow>h eelx f� 40 01 5A 38 FF 58 91 B0 BB 7F48 00 99 ZE 85 FB Mt Ham h; barn cledr y%Jpad'and scaled by r aom markln s, ?E(FL, Lk. 94711121 on th. daft Aownaba Wnga VA-t aL'ttiantka.4lt#'+caia. Ptk"'d ccp&% oltNs do_c—a,— not csnsiddcad*utfandmind and the ^..5si^t Zv`faiantaca:ioes ac9e mu[!ra vcril�d cr sssydactronh ceclas. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) r safely practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly lid ceiling, Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. ADOiw olates to each face of truss and position as shown above and on the Joint Details. unless noted otherwise. (2efer to a division of TPI 1; or for h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 635497 / T5 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A10 Wgt:218.4 Ibs / ... 08/01/17 1'1"2 28'6" I "8 39'8" + 8 + 107'1100"8 561002 104+ 2915 311 7'10"8 =5X8 1112X4 =5X6 112X4 =5X8 D E F G H T 12 6 ¢3X4C 183X4 0 �4X6(A2) B \A /1 J=4 3 A S R Q P O N M L ' 112X4 m3X4m4X6 m3X8 m3X8=4X6m3X4 112X4 1' TB"12 3'3"4 4'10"2 5'11"13 4'10"1 1' t _ 7'8"12 T8"12 11' 1, 16'10"2 22'9"15 27'8" 28' " 3,3"4 r 39'8" H 3� 1'11"4I Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ff TCDL: 4.2 psf 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 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/112013) 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 of Wind � Member design based on both MWFRS and C&C. Defl/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.188 F 999 240 VERT(TL): 0.433 F 999 180 HORZ(LL): 0.069 L - - HORZ(TL): 0.158 L - - Creep Factor. 1.5 Max TC CSI: 0.615 Max BC CSI: 0.511 Max Web CSI: 0.485 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ' 7 ;r STATE Of r SERIAL k 40 01 SA 38 FF 5B 8180 8B 7F48 00 99 2E 85 FB 3fukt ltamAasbrrn eMctcrarto�ys34ned aar3 scaled by tAatv�x7 taarttnez PE K. Ltc.0473@t( an the daw shaem abant Wng a SH 3,1 alb ant=tianrife. 6Yteted cCpimaf thk dt mmmt ate not arnidesed sfgned and scaled am thn V-0.1 as�4beMotion mde meat be z dfd Maeydettwk C"Ins:, ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 1560 / 718 / 940 / - / 264 18.0 J 1560 / 718 / 940 / - / - 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1681 -2604 B - C 1613 - 2757 G - H 1681 - 2604 C - D 1551 -2432 H - 1 1551 -2432 D - E 1681 -2605 I - J 1612 -2757 E- F 1681 - 2605 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2384 -1294 O - N 2125 -1106 S - R 2381 -1284 N - M 2125 -1106 R - Q 2125 -1076 M - L 2381 -1313 Q - P 2125 -1076 L - J 2384 -1313 P - O 2625 -1376 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S-C 231 -19 F-O 87 -93 C - R 330 -408 G - O 254 -296 D - R 396 -257 O - H 662 -410 D - P 662 -410 H - M 396 -257 E - P 255 - 296 M -1 330 - 408 P-F 87 -93 I-L 231 -20 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatinghandling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anf7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown foF permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions_ a division of failure to build the g or cover pa e_ in. The sui brhty any Job Number: 136DCS125 Ply: 1 SEQN: 635500 / T22 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A11 WgL 222.6 Ibs ! ... 08/01/17 IT so m � d 11 � IIN 3:3 m4X61 3178 �'� T10'8 10'0"1 16'2"9 20'0"1 22'3"5 28'4 7'10°8 21"9 6'2"8 3'9"8 2'3"4 6'0"12 " 5 =8X6 =3X4 =4X6 012X4 1112X4 =3X4=H0308 r- X4 =3X8 v3X64X10 111(4 39'8" T10"8 F1' 7'8'12 2'3"5 3'll"l 6'4"4 5'4"l1 1'4" 7'8"12 1� 7'8"12 10'0"1 1, 15'll"l 22'3°5 2T8' 29'�� 39'8" 12' 31'11 "4 I 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 1718 / 930 / - 1257 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.524 G 901 180 K 1561 / 716 / 933 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.164 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 It Code / Mlsc Criteria Creep Factor1.5 K Min Br. g Width Re q = 1.8 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.624 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.567 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.823 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.02.01D.0314.13 A - B 27 0 G - H 1846 -2897 Lumber B - C 1631 -2759 H - I 1568 -2356 C - D 1620 -2508 I - J 1584 -2459 Value Set: 13B (Effective 6/1/2013) D - E 1798 - 2813 J - K 1628 - 2755 Top chord 2x4 SP #1 E - F 1846 -2897 K - L 27 0 Bot chord 2x4 SP #1 F - G 1846 -2897 Webs 2x4 SP 93 Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/3012013 by ALSC ''tl # Chords Tens.Comp. Chords Tens. Comp. Wind B-T 2386 -1304 P-O 2361 -1270 Member design based on both MWFRS and C&C. �a- �, ° ` T - S 2384 -1304 O - N S - R 2198 -1141 N - M 2361 -1270 2379 -1326 R - Q 2198 -1141 M - K 2382 -1327 44 % No '047182 Q - P 2836 -1521 e Maximum Web Forces Per Ply (Ibs) -146 Webs Tens.Comp. Webs Tens. Comp. eat 4 41, v`TAT EP OF ap�� ft T - C 219 -22 G - P C- S 334 P- H 292 - 362 697 ' " �% -381 -421 a te ; D - S 401 - 292 H - N 1088 -15M Ali01 D-Q 808 -491 I-N JI-M 1934 -1298 326 E-P 149 -101 215 40 01 SA38 FF 5B 8180 6B 7F 48 00 99 2E 85 FB Martin 1t 1tcmlrxs lxen ckdress£saB9 s&ned ard"^-led by ldarual Marti.", 3 t (fL. Lk.C4Tfi21( uri the date shown abate tnting a SN A f. ar<�tlscrtlratL�vecr�de. ' r'�bted tcphnAff" timumcrtarm at cxsn Met ds ,.-j and scaled and 11zw rKA�l as.Mrentkati=code ms-f b vmgi2d.ca aaldatronk mplas. —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, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e._ Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise, kefer to a division of 11PI 1;ortor h acceptance any structure failure to build the g or cover pa e rn. The sui blhty Job Number: 136DGS125 Ply: 1 SEQN: 635502 / T4 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: Al2 Wgt: 214.2 Ibs / ... 08/01/17 r 7'B"12 +13"i 5513 ~ 5'4"3 I 5'4"3 5'S 13 13" "4 7 8"112 11 =3X4 =5X6 =-3X4 =5X6 Dj.-5X6 E F G H i R Q P O N M L m3X4 m3X6 =3X4 m3X8 =3X4 m3X6 m3X4 7'108 4'1"8 2'2"5 5'7"11 57"11 225 4'1"8 7-10"8 1. 7'108 12' 14'2°5 1910" 25'5"11 27'8" 31'9 8 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ;ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 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: 0.16 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.243 F 999 240 B 1561 1720 / 921 1- / 223 18.0 Lu: NA Cs: NA VERT(TL): 0.561 F 842 180 J 1561 1720 / 921 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.171 L - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & J are a rigid surface. TPI Std: 2007 Max BC CSI: 0.569 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.533 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01 D.0314.13 A - B 27 0 F - G 2026 -3241 B - C 1644 - 2768 G - H 1883 - 2977 C - D 1809 -2717 H - 1 1809 -2717 D - E 1883 - 2977 I - J 1644 - 2768 E- F 2026 - 3241 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2396 -1311 O - N 3010 -1634 R - Q 2262 -1188 N - M 2262 -1217 Q - P 2262 -1188 M - L 2262 -1217 P - O 3010 -1624 L - J 2396 -1340 d; 1w, No 047182 Maximum Web Forces Per Ply (Ibs) w Webs Tens.Comp. Webs Tens. Comp. C - R 400 - 322 O - G 304 -172 R - D 485 -422 G - N 373 -511 STATE OF 1e D - P 951 - 565 N - H 951 - 565 ® � P-E 373 -511 H-L 485 -421 E - O 304 -172 L - I 4W - 322 F-O 214 -286 40 015A38 FF 50 8180 BB 7F 48 00 99 2E 85 FB TM itemhn been eleatran1ca50 Aped wJic Wby Mary -*el Martini. ?E (rt, tac.r-tzsez! on the d=shown abava tr.#ng a ssuc l ten6 atLuumde, iaxkmdcapiesaftfisdaurmu=not cmddm ed%ib^ntd=dstaled and thcSX, 3suYitantiiaticaaeodemet be v dfid manydeclroa& Caput. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted a herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly �id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appiv plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to a division of ' 1 t'I 1, or for n acceptance any structure failure to build the g or cover pa e in. The sui bility Job Number: 136DCS125 Ply: 1 SEQN: 5394701 T24 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A13 Wgt 197.4 Ibs / .. 08/01117 8'01 14'4'14 18'0"l 20A'8 26Wl 29' 32'10"3 39'8" i 8'0"1 6 'l3 37°3 + 2'4� 5'11"9 F 27"15+ 3'10"3 + 6'9"13 TrIT 90 M L� =3X6I 1 � H,_-5X6 s=3X6 =4X6 m4X10=3X6m3X8 13'4' 5'8" 20'8" 8'1"13 3'10"3 2'1"6 63"2 T3"8 1'4" 1018" 1. 8'1"13 12' 14'1" 20-4"8 27'8" 29' 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) De0/CSl 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# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.052 G 999 240 B 524 / 208 / 355 ! - ! 257 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.126 G 999 180 R` 317 1143 1155 / - / - 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 Q - - J 897 / 416 / 606 / - / - 18.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.041 Q - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 P B Min Big Width Re 1.5 q = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.622 R Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.798 J Min Big Width Req = 1.5Bearings B, R& J are a rigid surface. , ,require 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.864 Bearings B & a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 F-G 448 -512 Value Set: 13B (Effective 611/2013) B - C 168 -470 G - H 756 -1019 Top chord 2x4 SP #1 C - D 591 -231 H - 1 743 -1043 Bot chord 2x4 SP #1 D - E 448 -512 I - J 649 -1329 Webs 2x4 SP #3 E - F 448 -512 J - K 27 0 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Plating Notesf All plates are 2X4 except as noted. 1�" � B - Q 341 -234 N - M P 351 M L 1074 -584 1074 Windy „ W' Q - -234 - -584 P-O 351 -234 L-J 1128 -649 Member design based on both MWFRS and C&C.�+� No 047182 WOW O - N 795 -1059 : W n Maximum Web Forces Per Ply (Ibs) 110, Webs Tens.Comp. Webs Tens. Comp_ s � w STATE OF C - Q 330 - 60 N - G C-O 512 G-L 470 - 679 391 -854 -367 r4%�4 O - D 728 -1076 L - I 322 - 339 +�� ra `vs° ��W D - N 1248 -717 H - L F-N 270 -349 756 - 531 t� 40 01 5A 38 FF 55 8180 BB 7F48 00 99 2E 85 FB M florn hm been elertreafrsto4ned..0 sealed try Manuel Martino, n (FL, tic. Mrts21 en the date shown ahmw wing a SW61 art@lart9p3i�atxsdr- Fmtnd copunofctds docrs==mte net coule rnd taped �d =Idd and ttc.°.e A-1 authent oNancode otnt be verified rm uq olo lrnnk co;los.. **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?quire extreme care in fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI ang SBCA) of safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, e._ Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of any its drawing,any failure to build the on this drawing or cover page re design shown. The suitability information see this Job Number: 136DCS125 Ply: 1 SEQN: 635507 / T32 ! HIPS 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A14G Wgt:242.2 Ibs / ... 08/01/17 a9'10. 7' 12'3"6 1T3"3 19' 10i 22'4"13 2T4"10 + 32'8" + 39'8" { 7' 5'36 4'11°14 1'8"1 2'6"13 4'11"14 5'3"6 7' T M m =0 1� ll110X10(R) =4X4 1112X4=5X6=3X4 1112X4 TC3 /p10X10(R) 12 D E TC2 F G H I J_..,. K SXP � 0- - is vjji _ " .. �.. ✓U I T S 1113X4 =H0710 7'1°12 4'10"4 7'1"12 12 R BC2 Q =4X10 =4X10 5'3"3 5'1"10 17'3"3 224"13 XN(C5) P O r' =H0710 1113X4 5'3"3 4'10"4 7'1"12 1� 27'8" 32'6"4 39.8" fl Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deti/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.534 H 878 240 U 3139 / 1427 / - / - / - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 1.246 H 376 180 M 3140 / 1428 / - / - ! - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.110 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.256 D - - U Min Big Width Req = 3.7 Mean Height: 15.00 It M Min B Width Re 3.7 NCBCLL: 0.00 Code / Misc Criteria Creep Factor. 1.5 r9 q Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.667 Bearings U & M are a rigid surface. BCDL: 5.0 psf Bearings U & M require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.799 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: No Max Web CSI: 0.708 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chards Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 16,02.01D.0314.13 A- B 27 -20 H - I 4166 -9320 Lumber B - C 2843 -6259 I - J 4166 -9320 Value Set: 136 (Effective 6/1/2013) C - D 2791 -6195 J - K 3602 -8044 D - E 3601 - 8043 K - L 2793 - 6197 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP 91: E - F 4165 -9320 L - M 2844 -6261 Sot chord 2x6 SP #1 :BC2 2x6 SP M-26: F - G 4165 -9320 M - N 27 -20 Webs 2x4 SP #3 :W2, W11 2x4 SP #1: G - H 4165 -9320 :Lt Slider 2x4 SP 93: BLOCK LENGTH = 1.712' :Rt Slider 2x4 SP 93: BLOCK LENGTH = 1.712' Lumber value set "l3B" uses design values Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC MAPj a% Loading B - T 5504 -2466 Q - P 8171 -3676 �. v�$"�i supports ja cks acks with no webs. T - S 5530 -2471 P - O 5532 -2473 #1 hip PPo e S- R 8170 -3676 O- M 5506 -2467 R - Q 9426 -4242 Wind O ' Wind loads and reactions based on MWFRS. ear * 1 Maximum Web Forces Per Ply (Ibs) ab Webs Tens.Comp. Webs Tens. Comp_ a D-T 624 -123 H-Q 126 -175 STATE OF AU D - S 3044 -1368 I - Q 351 -423 �a 014 S - E 893 -1510 Q - J 1389 -691 E-R 1389 -592 J-P 892 -1510 "*aPpy�aw*rr� F-R 351 -424 P-K 3043 -1367 R - H 126 -176 O - K 625 -125 40 015A38 FF 5B 8180 SB 7F48 00 99 2ES5 FB rM itembaabeen alotlrozdxs6,rsipltad andaaalad by FAtvcl Martine; PE In. Uc. NT:82) an the Cats shown abom tring a SKI 1 authent3adm Dade. piutad ecpiunrttia datumeruma not rural uodslgmrCutd sealad and the 51iAr.2 autbondcaticaatademini bamsrifkd m a"dadronk cmyias. *`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'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 properly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 1310, le. Apply pplates 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 TPI 1; orfor h acceptance any structure lis drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DG8125 Ply: 1 SEQN: 635509 / T11 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: A15 Wgt: 204.4 Ibs .. / ... 08/01/17 T 1..1yy'15 137"1 + 1T11"15 8'1R"11 24'4"l + 29' + 33711 + 39'8" T'15 572 4'4'14 0" 27 5'S"6 47'15 4'3'8 6'4"8 �1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " I _5X6 1112X4 m3X6a3X8 1 T8" 5'i 21' T1"12 + 4'10"4 +1'3"8 5'7"2 + 5'3'10 + 3'5'11 4'S'4 62 T1"12 12' 13'3 9 18'10"11 242"5 27'8' 14 33'S"4 39'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" 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) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.036 N 999 240 B 578 / 259 / 377 /- / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.076 N 999 180 R 481 / 169 / 25B / 0 / 0 / 8.0 Snow Duration: NA HORZ(LL): 0.015 M - - U 1412 1659 / 670 / - / - / 8.0 HORZ(TL): 0.034 M - - K 760 / 342 1520 / - / - 18.0 Code / Misc Criteria Creep Factor. 1.5 Wind reactions based on MWFRS Bldg Code: FBC 2014 RES Max TC CSI: 0.578 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.385 R Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.962 U Min Brg Width Req = 1.7 K Min Brg Width Req = 1.5 F17RT:20(0)/10(0) Mfg Specified Camber: Bearings B, R, U, & K are a rigid surface. Plate Type(s): Bearings B, R, U, & K require a seat plate. WAVE VIEW Ver: 16.02.01D.0314.13 0 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A- B 27 0 G- H 654 - 559 B - C 656 - 687 H -1 902 - 711 C - D 690 -586 I - J 904 -712 D-E 159 -56 J-K 1131 -1109 E- F 654 - 558 K- L 27 0 F - G 654 - 558 I Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. i B - T 547 - 450 P - O 599 -498 T - S 568 -425 O - N 599 -498 S - R 568 - 425 N - M 928 - 859 aw to R - Q 429 -' 348 M - K 931 - 860 it, Q - P 604 -498 SERIAI n"t." 40 015A 38 FF 58 9180 813 7F48 00 99 2E 85 FB This Item htsb clactranr0yzigud wd scaledW Mara IMarth", K (aL. Lk. d,47:93! nm the dale Shavin above trAng a SHA.I atithentintim Wde. Nb'ed cragfi aixfis docccamtarc not censidcred srdncdmd=Ind and tha S RA,, aa.Amtuadcacada rnsnt Ge mified m w7dcctres3. cas:los. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ C - T 247 -157 Q - H 1483 -1362 T-D 213 -94 P-H 203 -2 D - R 685 - 650 H - N 131 - 23 R - E 204 - 73 I - N 353 - 353 E - Q 671 -677 N - J 524 -430 G - Q 286 - 331 J - M 223 - 32 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme qre in fabricating handlin shipping, installing and bracing. ,Refer to and fallow the latest edition of BCSI (Building n ) enQ Safety Information, byy TPI an9 SBCA) toF safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properr y tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or p10, ica Qe. Apply p!a�es to each face of truss and position as shown above and on the JoinQDetails, unless noted otherwise. f2efer to s 160A-Z for standard plate positions. a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS125 Ply: 1 SEQN: 635512 / T14 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 1 of 2 / ... 08/01/17 T r + 92 } 610 29_ _ 39'8" T 2'11"15339"13 4'1084 381 321Ti 0"8 { r134" 2 (TY;P L_5X6 12 Cm5X6 2a3X4K M 143X4 T 6 �5X10(SRS) �3X4 o5X12(SRS o m D �I2X4 •• E F G H I J b AA B m _3X6(A1) B AC Nm3X6(A1) A O 1I X4 Y X6 Im --4X10 I_IU T �U = X�3X8 P 1 &8" 5' 21' 1' T1"12 2'11"15 3-2"5 5'1"12 3'6"5 3'811 3'1" 211"4 7'8"12 1' T1"12 10'1"11 13'4" 4 18'8° 22'2"5 25'11" 29' 31'11"4 39'8" 136"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# Loc R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.036 Q 999 240 B 528 1240 / 340 / - / 317 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.075 P 999 180 W 731 / 276 / 342 / - ! - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.013 P - - U 1218 / 549 1590 1- 1- / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.030 P - - N 790 / 360 / 530 / - / - / 8.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 1.5 Wind reactions based on MWFRS TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.614 B Min Brg Width Req = 1.5 Soffit 2.00 BCDL:5.0 psf P TPI Sid: 2007 Max BC CSI: 0414 W Min Brg Width Req = 1.5 . Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 U Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.478 N Min Brg Width Req = 1.5 Loc. from endwall: Any Fr/RT:20(0)110(0) Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, W, U, & N require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber Maximum Top Chord Forces Per Ply (Ibs) Value Set: 13B (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp_ Top chord 2x4 SP #1 A - B 27 0 H - 1 680 -683 Bot chord 2x4 SP #1 B - C 652 -573 I - J 680 -683 Webs 2x4 SP #3 C - D 705 -516 J - K 1006 -863 Lumber value set "'I3B" uses design values D - E 393 -297 K - L 989 -739 approved 1/30/2013 by ALSC E - F 389 -293 L - M 986 - 766 Plating Notes A�X$� F - G 680 -684 M - N 1099 -1106 G- H 680 -683 N- O 27 0 All plates are 2X4 except as noted. .mow• (•`) 1 plate(s) require special positioning. Refer to 4%` > a Maximum Bot Chord Forces Per Ply (Ibs) scaled plate plot details for special positioning re Chords Tens.Comp. Chords Tens_ Comp. Vk requirements.: ? No 047162 ItB - Z 445 -399 U - T 560 508 Wind Z-Y 386 -323 T-S 5T7 -510 Member design based on both MWFRS and C&C. Y - X 386 -319 S - R 733 -628 a� X - W 386 - 319 R - Q 733 - 628 Additional Notes W - V 464 -379 Q - P 911 801 See DWGS A16015ENC101014 & GBLLETIN1014 for STATE O s I V - U 464 -379 P - N 914 -602 gable wind bracing and other requirements. ,�+* Maximum Web Forces Per Ply (Ibs)�!:* •*" Webs Tens.Comp. Webs Tens. Comp. C-Z 194 -72 I-U 221 -252 Z - D 228 - 95 U - J 1558 -1419 SERIAL 400015A38FF5881BOBB7F4800992E95FB D-Y 100 -8 T-J -2 D -AA 909 - 801 J - S 203 203 -164 hitItamacs&aa9akvm pztsnaaam9ssalaahyraa�alMartp,cs, AA-W 935 -825 S-K 136 -14 zs(rt.tt<.ezatsz(antimcaaczhav�aa6aamtss�ngasssA> W-F 91 -175 K-Q 343 -191 a+c�entacasimsrmia- F -AB 421 - 394 Q - M 638 - 495 Prtaeadcop�st9 asdwm-crwomat cx:txsldmad*nvlmdr Id AC -AD 422 -402 L-Q 565 -T72 and tF�¢5£ai<a,4hant=icnctdemustt:$amgcd m=ydr-tmrsk AD-U 426 -403 M-P 279 -65 *`WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anct'SBCA) handling, safety practices nor to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properl� attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or t 10, as applicable. Apply pfates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildiphc�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this job's general notes page and these web saes: ALPINE: www.al ineitw.com: TPI: www. inst.o ; SBCA: www.sbcindu .com; ICC: www.iccsafe.o Job Number: 136DCS125 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: A16 Ply: 1 SEQN: 635512 / T14 / GABL Qty: 1 FROM: AH Wgt: 218.4 Ibs Page 2 of 2 1 1 ... 08/01/17 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 66 - 75 V -AC 91 - 27 AB- G 79 -48 AD- H 18 -23 No 7 � s a e STATE 40 01 5A 38 FF 58 8180 86 7F48 00 99 2E 85 FB r?tr ltamhaa b� &drazsica oMpad'andscafad bq Ma ml Martb=, PE (a. 11C. 0471921 an the data shcwa abuse (rang a Slid a��tlsantka.Y �aazmde. Pointed ctpiasofitasdmuc=A ranot aaWiorad;iewdand =lad and ftvw92 ant;cdoacademet be wc&W cnamyclutmnk cazgiat. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an r7 SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI._ Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e._ Apply plates to each face_ of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of ,iei i,orrorn acceptance any structure DRW: failure to build the g or cover page m. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 539473 / T2 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: B1GE j Wgt: 134.4lbs / .. 08/01/17 i i 1018, 214' r 1018' 1018' 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 " 2'8' —+ 1'4" "j (TYP) r j 21'4" �'1'�' 4. Wind Criteria Wind Std: ASCE 7-10 Speed: 166 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 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)I10(0) Plate Type(s): WAVE Dell/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: 16.01.0017.0504.20 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Plating Notes All are 2X4 except as noted. MA plates Wind�� ���e��eraxrl,e , Member design based on both MWFRS and C&C. 047182 Additional Notes a e See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. STATE OF M 40 01 SA38 FF 5B 8180 BR 7F49 00 99 2E 85 FB rhlr item I= tseeta.ciet9raaEra' /s ncd and waled by faaaml taarttncs, PE (a. Lk. rAnN21 on the date shown above Wng a SHA•1 atthetst&at@xiszsda, noted copenafthk d=rvaa=o mat=m3dnred Amadand =atnd and the 'A� laAc.tkaVzncode merit be medfled an astrdoctrank conies. 1 i ♦ Maximum Reactions (Ibs), or "=PLF Loc R I /Rw /Rh /RL /W P' 81 137 / 39 / - / 11 1256 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. Camp. 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 Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (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 7uire extreme care in fabricating, handlin , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building F Safety Information, by TPI ana'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p1D e. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to' 60A-Z for standard plate positions. a division of failure to build the g or cover pa e in. The sui bility any see Job Number: 136DCS125 Ply: 1 SEQN: 539474 / T3 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt 78.4 Ibs .. / ... 08/01/17 7' 14' 7' } T �— 1 8" - +(TYP) { G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 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 A16015ENCID1014 & GBLLETIN1014 for gable wind bracing and other requirements. 14' 14' 14' Snow Criteria (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.001 F 999 240 L" 84 / 39 140 /- / 12 Lu: NA Cs: NA VERT(fL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - B Min Big Width Req = - HORZ(TL): -0.002 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 / 168 Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 - 26 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 Plate Type(s): C - D 61 -28 I - J 105 -69 WAVE VIEW Ver: 16.01.00F.0504.20 D - E 113 -17 J - K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 145 -46 R - Q 164 -49 V - U 153 -47 Q - P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 . x .. - -,�z " 46 Maximum Gable Forces Per Ply (Ibs) io Gables Tens.Comp. Gables Tens. Comp. No 047182 C - V 122 - 56 Q - H 205 - 83 e D-U 115 -75 P-1 159 -72 law E-T 159 -72 O-J 115 -75 F-S 205 -83 N-K 122 -56 tA STATE OF IV6 G-R 13 -89 + �9 SERIAL* 40 013A38 FF 56 81 BO BB 7F48 00 99 2E 85 FB M11ItamAas etiralec3nzr3a ysisnadanli t IedbyManuel Martint:, F£'VL. ife-karE92!cn titm date shawaaba ming a SHA-3, au-tManGgcada. nutad copi" atttds doc=cnt m not canaEmad:ag-1—ti—Ind and thaSHA.aa thenti tioncadetnt:ai U vrifi dmmy decttanfc swims. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryY BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro; id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fflefer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 635514 / T28 / SPEC 4EBB 182B-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW: Truss label: D1 Wgt 37.8 Ibs / ... 08/01/17 5' 10, 5' 5' C=4X4 12 6 C7 O iV 1-2X4(A1)Bf"D=2X4(Aj A 1112X4 11 9'9"8 11 flAW Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 ' Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0; psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. 5' 5' 5' 10, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pf: NA Ce: NA VERT(LL): -0.012 F 999 240 Lu: NA Cs: NA VERT(TL): 0.014 F 999 180 Snow Duration: NA HORZ(LL): -0.005 F - - HORZ(TL): 0.006 F - Code I Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.291 TPI Sid: 2007 Max BC CSI: 0.263 Rep Factors Used: Yes Max Web CSI: 0.091 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 i A w STATE 40 015A 38 FF 56 81 B0 BB 7F48 00 99 2E 85 FB ibis ltomisaabscrsektlra jzignad'=dwaladby Maasal MartMas, ?E iR. Ltc.0471921 on thedat4 shown Aria Wing a SMTwl ar.'thentka4laas acdr. a rmtti C"of this daosaaat aro not consi6 rod sigsudand salad and tl'c.:! 4,1 autl mdmtimcode nost ba m ficd m aeydectronic Coons. U) M M E 73 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 438 / 225 / 425 / - / 134 / 3.5 D 438 1220 1257 / - / - 13.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 C- D 796 - 503 B- C 830 - 503 D- E 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 428 - 611 F - D 428 - 611 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 306 - 424 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide tempos BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3, B7 or 610, le. AppTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. {defer to a division of ripi 1,orrorn acceptance any structure iilure to build the or cover pa e_ i. The sui brhty Job Number: 136DCS126 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: D2G Ply: 1 Qty: 1 Wgt 44.8 Ibs SEQN: 689031 / T30 / HIPS FROM: AH DRW. / ... 08/01/17 3' T 10, _ I fL" 3' 4' 3' `:4 12 C=5X6 T 6� M O to = 3X4(A1) B E= 3X4(A1) io 1 ,, CV 43 � A F H G 1 1112X4 = 3X4 1 1iJ 9'9"8 1, 3'1"12 3'1 12 + 3'6"12 3'3"8 6'8"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 B 568 1271 / - / - / - 13.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.029 G 999 180 E 568 1271 /- ! - / - 13.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ L 0.012 G - �) B Min BigWidth Re 1.5 q Mean Height: 15.00 ft 9 NCBCLL: 0.00 Code / Misc Criteria CreepFactor. 1.5 E Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.184 Bearings B & E are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.170 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.063 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): A -B 27 -20 D - E 379 -840 Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 B - C 379 -846 E - F 27 -20 Lumber C - D 318 -755 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Camp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - H 729 -318 G - E 725 -318 Lumber value set "l3B" uses design values H - G 744 -318 approved 1/30/2013 by ALSC Loading wilt! r� Maximum Web Forces Per Ply (Ibs) #1 hip supports 3-0-0 jacks with no webs. sr Webs Tens.Comp. Webs Tens. Comp. �a m C- H 162 0 G- D 165 0 Left side jacks have 3-M setback with 0-1-4 cant and 1-0-0 overhang. End jacks have 3-0-0 setbackv°r , �» C - G 12 0 with 0-14 cant and 1-0-0 overhang. Right side jacks Ak . No 047102, have 3-M setback with 0-14 cant and 1-0-0 overhang. Wind Wind loads and reactions based on MWFRS. a �, S" O Left and right cantilevers are exposed to wind { Left bottom chord exposed to wind.4 4? t+r°yb�9 R 40 015A38 FF 58 81 BO BB 7F48 00 99 2E 85 FB Yhtc itsnAastsctts xtilettras ca%ys{synad and aaaladby mucml taartLnaa, PS (FL. ttc."7tfl2f on Vie dAes1mvin abcarm yang a SHAH authent4catdeaacaSa. s rirotad ccptes+of" do =WA wn not cranlecfad S%Wdar d Mihd and the .Ar. au entKaticaaceda mut Uvcdficd ooasyd"Irank bias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?wire 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) f-or safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly CCid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 810, . Appiy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure failure to build the g or cover page . in. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 539476 / T27 / VAL 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: V4 Wgt 16.8 lbs .. / ... 08/01/17 U 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: If EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL. 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 9.00 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 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 1'10" 3r8n r 1110" 1110" 12 6 =3X4(D1) B=3X4=3X4(D1) A C 3,8n 318" 3'8" Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# PL NA Ce: NA VERT(LL): -0.003 999 240 Lu: NA Cs: NA VERT(TL): 0.006 999 180 Snow Duration: NA HORZ(LL): 0.001 - - HORZ(TL):-0.002 - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.050 TPI Sid: 2007 Max BC CSI: 0.063 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 :No 047182 STATE OF 40 015A38 FF 5B 8180 BB 7F48 00 99 2E 85 FB TM hamhubacn akarad=Sffi igned and asafed by Maneal Martbtaa, PE (rL. Lk.#4n22) cnthe d= Shawn abaw trang a SNh l auCianC9caSlcnzmde. t+riatadctixsaitt dtr_cr..crda"a net cram3dmad sfdnzdamd scaled and tF2 wKs0. 4 au�antcatkvcao9e rout 1� rcTifict m aaydcctmrsk cr';kx. ♦ Maximum Reactions (Ibs), or'=PLF Loc R /U /Rw /Rh /RL /W D* 75 / 21 / 36 /- / 6 144.0 Wind reactions based on MWFRS D Min Big Width Req = - Bearing D is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 171 -150 B-C 171 -150 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 148 -135 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly qid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg ins sled per BCSI sections B3, B7 or B10, le. Apply Dlates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. kefer to a division of I NI i,, or for h acceptance any structure failure to build the g or cover page rn. The suitability Job Numher: 136DCS125 Ply: 1 SEQN: 539477 / T20 / VAL I 4E66 1828-Cali "C" LL OL /DR Horton /4E66 1828-Cali "C" LL OL Oty: 1 FROM: AH DRW: Truss Label: V8 Wgt 25.2 Ibs / .. 08/01/17 T E Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCp!: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 12 3'10" TW 3'10" } 310" B=4X4 D 1112X4 7'8" 3'10" 3'10" 3'10" 7'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP 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 Udefl U# VERT(LL): -0.008 D 999 240 VERT(TL): 0.013 D 999 180 HORZ(LL): 0.003 D - - HORZ(TL):-0.005 D - - Creep Factor. 1.5 Max TC CSI: 0.126 Max BC CSI: 0.108 Max Web CS 1: 0.100 Mfg Specified Camber: ♦ Maximum Reactions (Ibs), or'=PLF Loc R I /Rw /Rh /RL /W E• 75 / 28 / 36 /- 18 192.0 Wind reactions based on MWFRS E Min Big Width Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 189 -158 B - C 189 -158 Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-D 213 -137 D-C 213 -137 No 047162�@ m � STATE OF CY SERiAil. 40 015A 38 FF 58 8180 BB 7F 48 00 99 2E 85 FB r};1r Itomtras bccrzalac9xanis ys%nad wl9saalad by ldaa lMarti," ?£ (FL. Lfc.C4r11111 an tha da.1c slwwnabaw using a SNA•1 auUfenticatirnateNm r-sbnd 4LVpn rrhss docrr_rraarm not cxraBCmed srprdand salad and I& W%q asffi+ant;ca2imasv..dc mt st barcrifrd nn auydcctranfc mvfioL Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B - D 336 - 295 —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, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ComponentSafety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachetl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as appiicab�e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listing this drawing indicates acceptance of pr wessionat engineering responsibility solely for the design shown. The suitability. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS125 Ply: 1 SEQN: 539478 / T19 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 8 FROM: AH DRW. Truss Label: EJ7 Wgt: 23.8 Ibs / ... 08/01/17 C 77 12 6 M O t!� Ch c7 d' 2X4(A1) B �I' A D 1' 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 - / 117 / 259 / - / 173 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - / - 11.5 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): -0.014 D - C 171 / 133 191 / - /- / 1.5 Ld:EXP: C HORZ L 0.031 D - - Wind reactions based on MWFRS Des CL 10.00 Mean Height: 15.00 ft �) B Min B Width Re 1.5 NCBCLL: 10.00 Code / Mlsc Criteria Creep Factor. 1.5 r9 q TCDL: 4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.496 D Min Brg Width Req = - Soad 2A0 BCDL:6.0 psf - P C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 Re Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft P Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it 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: 16.01.GOF.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-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 "1313" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind>)f Member design based on both MWFRS and C&C. bt- ' 41v «, 04,7182 Iwo It �a STATE OF ° "* "Olt Su.t 40 015ASS FF 5B 81 B0 BB 7F48 00 99 2E 85 FB ih'G Item Z<as bin+elecz%79ca�jxi�nad�as^9sralcd 6y rd�rcc9 Mnrttrtaz, PE (frt. U,:. m7tezi on Yam daw Aawn above irkig a 59A.1 aushantlananeadc. a'rigtad cops ofrfis doarm,= we not cuw&aad*-ncit ds lad and the sgA*i avthm Smtkm "a must be vuif ad yr anydmirark mobs. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCP: www.sbtindu .mm, IM www.1cmale.o Job Number: 136DCS125 Ply: 1 SEQN: 539479 / T12 / EJAC 4EBB 1828-Cali "C" LL OL /DR Horton MESS 1828-Cali "C" LL OL Qty: 6 FROM: AH DRW. Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... 08/01/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 2X4(A' T 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: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (P9,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 7' 7' Defl/CSI Criteria PP Deflection in loc Vdefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.017 C HORZ(TL): 0.034 C - Creep Factor. 1.5 Max TC CSI: 0.505 Max BC CSI: 0.373 Max Web CSI: 0.000 Mfg Specified Camber: B ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 270 / 79 / 188 1- / 151 / 8.0 C 128 /21 /104 /- /- 11.5 B 174 / 135 / 95 /- / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req = 1.5 C Min Brg Width Req = - B Min Brg Width Req = - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver., 16.01.00F.0504.20 Chords Tens.Comp. A-B 78 -152 No 04742 0 e rs STATES 40 01 5A 38 FF 58 81 BD BB 7F 48 00 99 2E 85 FB *Js Item has bccnelectrcntcs ya cd aml: bdtry fAnrurcl Marttaaa, F£ (n. Lk. c47.u321 an the dal_ shown abwa usins a sw6i a uthentltaaienczda. s'Ytatadcgrt� tt}vs doccum-= tc not ccnde-adsij-d and sealed and tta sxA,TaMhentStatierscodern t be mif&d catargclectionk alas. Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1310, e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (tefer to BOA-Z for standard plate positions. a division of 11 Pi 1; or for h acceptance any structure failure to build the g or cover pa e_ in. The sui bility Job Number: 136DCS125 Ply: 1 SEQN: 539480 / T16 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 08/01/17 C 12 6 M O to CV B 2X4(A1) D 5' 1 r 5' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL:10.00 TCDL:41psf 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: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.010 D - - Code I Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Sid: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE 0 STATE Of 40 015A 38 FF 55 81 BO 33 7F48 00 99 2E 85 FB atbitarnfrsslxcroskrlrta^dsa jsSgnedandscaledbyrnaa lmwth&4 PE(FL. Uc.=71921 an Ma date.shawn aban udni; a SNA 7. authantitacada. 2Ytmtad eap5aaarxhL dorazarxiarm not crma3�±red s�na3and xalmd and &4 SB.Ary2 asd8rentiwtwrtecde mmt hn v=lfiad an awdactrark aks.. ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 263 196 / 208 /- 1129 / 8.0 D 90 /13 /70 /- !- 11.5 C 119 /93 /62 /- 1- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire 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) handling, 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 B10, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise_ hefer to 60A-Z for standard plate positions. a division of ,ivi i,orrorn acceptance any structure its g drawin ,any failure to build the on this drawing or cover pa e te design shown. The suitability Job Number: 136DCS125 Ply: 1 I SEQN: 5394811 T17 / JACK 4EBB 1828-Cali "C" LL OL ]DR Horton MEBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ3 Wgt 12.6 Ibs ' / ... 08/01/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to 11/2 Cl£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 41 Bot chord 2x4 SP 91 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CBC. 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 Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 3' 01 3' Defl/CSI Criteria PP Deflection in loc Udefl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Creep Factor: 1.5 Max TC CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: 1 ♦ Maximum Reactions (Ibs) LOG R / U / Rw I Rh / RL I W B 193 /76 /162 /- /86 /8.0 D 51 /6 141 /- !- /1.5 C 64 /51 /30 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 40 015A38 FF 58 81 BO BB 7F 48 00 99 ZE 85 FB rF:lsltarnbxaLxcanslectr /ZlSmadwtl=kdbyMA vlMarma: ?S (A. ita. C47t821 cn the date shawa atxtsa w.tag a 5N'K.1 aa.tl�cadca.Na�aayda. 6rtad cop6aaftlis do:cxarrAt mat a—idesad stgnedand zaafad arse tM 5:si,2 atdhc.6=2kA tale my l be vedfed muryr dtttrank =00L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Appiy plates to each face of truss and position as shown above and on the Join?Details. unless noted otherwise. Refer to a division of any its drawing,any failure to build the on this drawing or cover page_ _ , design shown. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 689027 / T34 / EJAC 1 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: EJ3A I Wgt 12.6 lbs / ... 08/01/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 1I Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NI Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE C 3' 3'� r Defi1CSl Criteria PP Deflection in to Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.003 D - - HORZ(TL):-0.003 D - - Creep Factor. 1.5 Max TC CSI: 0.178 Max BC CSI: 0.078 Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 17.01.01A.0723.13 o 047182 � o :tt to STATEOF V ' s 40 01 SA38 FF 5B 81 B0 6B 7F48 CO 99 2E 85 FB Thin ItamAaabem citaroatraf skDad aa9 toaiad W Marural Martin". 'PE (Ft. 1%, 0411521 on the dste sttawo abom tring a 5NAS as<thtres&a t%as taY:la, N12tad ccpiasofft d=x_e.cmtara not crosi&od*nrd acid s led awd ttrs.S.�avdsenikaAiceAccaiernv.t Dm mslft� urasgdectrorvk tacks. n ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 190 /93 /201 /- /86 /3.5 D 52 /34 /74 /- /- /1.5 C 66 / 50 137 /- / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. A-B 27 0 B-C 29 -106 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwbse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 910, e. Appty Agates 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 i ri i, orror n acceptance any structure failure to build the g or cover page in. The suitability Job Number: 136DCS125 Ply: 1 SEQN: 539483 / T18 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt 11.2 Ibs I / .. 08/01/17 4"3 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 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 GCp!: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 � C 2X4(A1) B 0 T T M O LO Irm, T_ 1' 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - - HORZ(TL): 0.000 D - - Code / Mlsc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Sid: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0-000 F17RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 40 015A 38 Ff 50 81 B0 BB 7F48 00 99 2E 85 FB M ltam'husborn electrassfsa ga$ td ardseaiadby Uamnl Marttntz PE (FL, M.0471921 on Me daft shaven above n°.l ng a SHA4 acthant4tastcas cait. eo-latrd copiesoftNk docu-m twe mot cmm16 ed shpwdand =Ind one tha.:+.a 1 authandm&n vodo n"I to vzAficd of aspdoctrtnk cmaiai.. c7 1 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 77 1145 / - / 42 / 8.0 D 11 110 /18 /- /- 11.5 C -14 128 / 25 / - / - / 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Big Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen Safety Information, byy TPI and SBCA) i sa shipping prior to performing these functions. Installers shall provide tempurartYy bracing per BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracingg installed per SCSI sections B3, B7 or 810, as applicable. Apply places to each face of truss and position as shown above and on the JoinCDelails, unless noted otherwise. (refer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW BuildiphQComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of protessiona 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 ANSI1TP11 Sec.2. For more information see this ioVs general notes page and these web sites: ALPINE: www.at ineitw.com; TPI: www. inst.o • SBCA www.sbcindu .com; ]CC: www.icesafe.org Job Number: 136DCS126 Ply. 1 1 SEQN: 689025 / T31 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1A I Wgt: 11.2 lbs I / ... 08l01/17 12 6 F,-,- C 4"13 i M T Clto M 1' 1' 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - Des Ld: 37.00 EXP: C , HORZ L 0.000 D ) Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.163 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.013 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 17.01.01A.0723.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 4001SA38FF51381BOBB7F4800992E95 FB WtItarnimb"nckrfr /steadand=lcdbyMa"v lMartmiaz, 7s(n..nc.C4i1821undi. date shown abawatrAngaSH. i �t6atltkat�,a'oda. Mu ad cgptaoftdvs document mat cz zido ad Aped md mind am,d a.. V..A:l ar.Thentiiatim rccode nwt ba aarifrd on scvrdWrank =ias. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 134 190 1155 ! - ! 42 13.5 D 13 /3 /11 /- /- 11.5 C 1 /19 /18 !- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 25 0 B-C 19 -16 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Are extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ancl'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of failure to build the g or cover pa e rn. The sui bility any Job Number: 136DCS125 Ply: 1 SEQN: 5394851 T21 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW. Truss Label: CJ7 Wgt: 42.0 Ibs .. / ... 08/01/17 T 4'3 1 67 9110"1 6'3" 3'7" 1'5" 6'1"4 3,2" 6"1 6'1"4 9'3"4 9'1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 7 Snow Criteria (Pg,Pf in PSF) Def [ICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL Pf. NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1154 / - /- / - Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1129 / - / 0 / 0 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 ! - /- /- HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Code / Mist: Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.316 E Min Big Width Req = - TPI Sid: 2007 Max BC CSI: 0.30E D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: /W / 10.6 / 1.5 / 1.5 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.00F.0504.20 1 Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 C-D 59 -74 B - C 295 - 638 40 01 5A 38 FF 50 8180 BB 71-749 00 99 ZE 95 FB Ws Item 14% barn elast aped and scaled by Manurl Marttncz, 2E. (iL, lfe.t4't7f s21 on thmdaYe shown abave sra'ng a SNS.i arch a4tira.IILvYr tdtdQ ?i%hted eopiasmSrhs`s tlacxasra4 era mot caaxtdcrail �8"a'*fand scaled and the _54A,2 tw�td ied rn myrdectrmsk- a elvs. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 -259 F- E 0 0 G - F 570 - 262 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G-C 181 0 C-F 314 -684 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, e._ AppTy plates to each face. of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to a division of ,ivi 1;ortorn acceptance any structure failure to build the g or cover page un. The suitability web Job Number: 136DCS125 Ply: 1 SEQN: 689029 / T29 / HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: CJ3A Wgt 16.8 Ibs .. / ... 08/01/17 C �7 T d' _r 2X4(A1)B co 4"8 A D 4r2n3 i 4r2ir3 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PsF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: !ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 123 172 /- /- /- 14.9 BCLL: 0.00 Enclosure: I''Closed Lu: NA Cs: NA VERT(TL): NA D 22 /- / 11 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C 56 / 43 /- I - I - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 NCBCLL: 0.00 P TCDL: 4.2, psfsf D Min Br Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.134 g q = - BCDL: 5.0 P C Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.031 Re Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 fl P Loc. from'endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.01.01A.0723.13 Lumber A-B 20 -13 B-C 19 -15 Value Set: 13B (Effective 6/1/2013) Maximum Top chord 2x4 SP #1 Chords T nstCChnoprd Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC Loading��� Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face; 0-0-12 cantilever opposite face.Wind A �� ►* i O Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. W. low -0 STATE a. •� ar OF 40 01 SA38 FF 58 81 BO BB 7F 48 00 99 2E 85 FB rbl.t Itam'kaa eanektt�sSEnad w0^.salad by Marl Martin", PE (n.. lPc. C3TIHZ(cn lAetiatc shoanaba� tying a 5itA�i attffis atstkaaicnt c�dr. mtrd ccptsafdas dtrc Awg not cmidmd siiinadand=alad andthe :A„k aaahenticue3swssaderasss[4m artrU drnsoyd"trank cncpim "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of ing Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the 31 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. !s acceptance of professional engineering responsibility solely for the design shown. The suitability any Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ore 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ore 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ore 120 moth Wind Soeed. 15' Mean Helcht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2"Brace Gable Vertical Spacing Species I Grade No Braces (D Ix4 'L' Brace IN (I) 2x4 'L' Brace ■ (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace r <2) 2x6 'L' Brace Kee Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B nit #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' - S PP F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' HF Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' O r Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Q% #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' 8' 1 12' 4' 12, 9' 14' 0' 14' 0' -j d 1 ' S P D L #2 3' 10' 6' 7' 6' 10' 1 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' il' 8' 14' 0' 14. 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, IS' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' 8' 10' 4' 13' V 14' 0' U _ U O r S P r IJ [� �l f 01 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' 03 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' to, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' V 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' 01 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' �,D S #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' 10' 7' Ill 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' V 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' QJ D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' e' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, il' 10' 12' 7' 14' 0' 14' 0' _Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d S P f #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 1Y 6' 12, 0' 14' 0' 1 14' 0' 14' 0' 14' 0' LJ U u 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X d O /� Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' S P #1. 5' 1' 8' 5' 8' B' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' IV 8' 8' 9' 3' 11' 6' 12, 0' 1 13' 7' 14' 0' 14' 0' 14' 0' able Truss Ae Diagonal brace option- T vertical length may be I doubted when diagonal 18' W brace Is used. Connect I L diagonal brace for 600# at each end. Max web I Brace total length Is 14'. I I 2x6 DF-L 02 or I better diagonal T- Vertical length shown brace! single 8, YA In table above. or double cut 45• (as shown) at L 1 i upper end. Connect cilagonat at midpoint of vertical wet a Lp0 9 AN DINCOMPANY 13389 Lakefront Drive Earth City, MD 63045 � Refer to chart above for ,I lm Gtww READ AFOLLOW ALL NOTES. [INTHIS ORAWM u➢PORTANTwrVARNIN FLIPIR i THIS DRAWING TO ALL CONTRACTORS MCLUDMG THE DWALLEIM : t Trusses require extreme care In fabricating, handWeg,-shipping, installing and bracing. Refer to and Follow the latest edition of SCSI (BuldUeg Component Safety Information, by TPI and SWA) for,'safety e practices prior to perforning these functions. lntta0ers shall provide te'poraryy bradng per PCSL Unless noted otherwise, top chord shall have property attached structural sheothima and bottom chord shalt have a properly attached rigid telling. Locations shown far permanent lateral restraint of webs b-Ing Instatied B7 810, Applyy dates to each Face _ shall have per BCSI sections 43, or as applicable. of truss and position at shown above am on the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. - % ,I alpine, a division of ITV Buitdng Components Group Inc shall not be responsible, for an deviation from in ANSI/TPI 1, or for hantlllno, shlpping, map this drawing, any failure to build the truss conformance with Installation 6 bracing trusses. o i 9 of A seal an this dMOV or cover page UsAing this drawing, Indicates acceptance of Professtaml eregeneertreg respaesRtlOty solely for the design shown The suitability and use of this dmwkQ For any strucWn Ors the responsmBlty of the Duitdog Designer Per ANSI/TPI 1 Sees' For more Information see this Job's general notes page and these web sitev ALPINE, wwwalp6leitw.comi TPb westpvestorgi SOCla wew.abelmductry.orgi Ilia wwwlecsafearg Bracing Group Species and Gradest Group Al S ruce-Plne-Flr Hen -Fir Ill / #2 Standnrd 02 Stud #3 Stud #3 St-dord ➢ou las Fir -Larch Southern Plnewlis #3 S#3 Studtud Standard Standard Group Be Hen -Fir #I 4 Btr #1 Dou I Fle -Larch Southern Pinexxx #1 #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). ■wFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values ma be used with these rades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0.128'x3.0' min) realls. ill For, (1) 'L' bracet space nails at 2' o,c. In Is' end zones and 4' ac. between zones. ilE�fFor (2> 1' braces space nits at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. L ertical Plate Sizes al Len th No S lice 4' 0'2X3han 4' 0',but3X4an 11' 6' thon 11' 6' 4X4 common truss design for lice, and heel plates, Refer to the Bullding Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 0!, � 0I k' � 3q��.0 MAX. TOT. LD. 60 PSF MAX. SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 rich Wind Sneed. 30' Mean Heloht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No No (1) Ix4 'L' Brace r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ism (1) 2x6 'L' Brace Is(2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group 'A Group B Group A Group B +„) r #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S P f #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 111 13' 7' 14' 0' lJ U u P Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' I1' 13' 7' 14' 0' �l Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' Ill 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12, 2' 13, ]1' 14' 0' _j a S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 1 Ill 7' 12' 0' 1 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' V 5' 6' 11' B' 9' 9' 1' 10, 1' 10' 10' 1 13' 8' 14' 0' (U C D r L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7' 9' e' 3' 8' 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' : i _ U S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' B' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Q H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' e' 11' 10' 2' 10' 7' 13' 5' 13' It' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 01 D F L Stud 4' V 5' 11' 6' 4' 7' Il' 8' S' 10, 0' 10' 5' 12, 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' II' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 6' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U U u F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' to, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' - fl Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' to, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 1 8' 0' 8' 3' 9' 5' 9' 9' 1l' 2' It' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' II' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' t4' 0' 14' 0' 14' 0' 14' 0' c-d D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' it' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' to, 11' 11' 5 12, e' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group Al S ruce-Plne-Fir Hen -Fir Stondartl #2 Stud 03 Stud I 1tEl IStanclai,dj Dountas Fir -Larch Southern Pinerxx #3 #3 Stud I Stud Standard Standard Group B, Hen -Fir 01 a Btr a1 Dou las Fir -Larch Southern Pinexxx pl at #2 g2 Ix4 Braces shall be SRB (Stress -Rated Board). xwFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 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. __- Asbyelrt Attach 'L' braces with 1od (0.128'x3.0' min) nalls. able Truss )K For (1) 'L' brace, space nails at 2' o.c, In Ili' end zones and 4' o.c. between zones. Diagonal brace options )K)KFor (2) 'L' braces, space malls at 3' o.c. In 18' end zones and 6' o.c. between zones, vertical length may be T doubled when diagonal 18' X 'L' bracing must be a minimum of 80% of web brace Is used Connect L member length. diagonal brace for 6900 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. 31E )IE Vertical Len th No Splice I Less than 4' 0' 2X4 2x6 DF-L #2 or better diagonal r Greater than 4' 0', but 4X4 Vertical length shown bracer single 18, less than 12' 0' In table above. or double cut - 45' (as shown) at L 1iri Ini+ Refer to common truss design for upper end. peak, splice, and heel plates. t nttrluous Bearing. _ Refer to the Building Designer for conditions Connect dingonn at 1fI11117111 111 not addressed by this detail, midpoint of vertical web. Refer to chart above for max g**e rtlfed length. ..vARNatcu. READ AIM FIIILDV nu NOTES ON THIS DRnvlrm ��.�` Tj , REF ASCE7-10-GAB16030 wlwPIMANr.. Ft1RIHSlH THUS MAVM TD ALL Cu1TRACMRS MMUDING THE D=ALLCRs, Trusses requl,..xtr.me care In f.brlcating, hand[N. shipping, ll.. the Installing and bracing. Refer to and �. ��GE�SF �� ' DATE 10/01/14 Falatest edition of SCSI (Bulding Corponent safety Information, y TPI and SBCAI for safety ,,,attic.. prior to performing thaw functions. Inst.11ars "I provide terip ..7 bradr,p per BaSL Unless mated otherwise, top chard sHmu have property attached structural sheathng orW bottom chord _ No DRWG A16030ENC101014 shall have a properly attached rigid eeOIna. Locations shown for pernonent lateral restraint of webs shall have bradng Installed per SCSI .actions B3, 137 or 210, as pptkabt.. Apply plot.. to each face y, of truss and position as shown above and an the Joint Details, unless noted oth.r.tse. = 7i 11 I�Itlr =+ II Imo- Refer to drawings t6GA-z for standard plate positions. Alpine division of ITw BuadInq ConponInc shalt Group Inshoo t be responsible for nnyev dlation from ATE OF AN ITWdOMPANY this drurina, any Failure to build the truss In conformance, with ANSI/TPI 1, or for hare, g, sKp*g, MAX, T❑T. LD, 60 PSF installation . bracing f truss... i����O A\ © �P, V A seal m this drawing or cover Image listing this drawn➢, indicates acceptance of professional � e for any, �Olty solely eapof�ltFthye de shown The .SitdihUtY and use of this drn.Yp 13389 Lakefront Drive �Y For none nthefarnatbn sae t'rJ of Ahe BhJldkhOroDesianxr' we and these ee6 spas, J''y4, i Earth Ciry,M0630a6 ALP,Nr www.stpInatw,eom3 TPIi www.splostargi SBCA, www,sbcindustry-W 1CP www)ccsofeara �''�s� M, � N�%- ;tt4+e'a MAX. SPACING 24,0 _ __ 'T Relnfoi Memt Go Tr Gable Detail Fnr I ht-in Vartirnl�_ Gable Truss Plate Sizes pproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of 'nipped plates to span the web. a, 2*2X4 *2X8 rroviae connections for uputT specittea on Tne engmeerea Truss design, Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 3',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nalls, IOd Common (0.148'x3',mIn) Toenails at 4' o c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENCIOID14, A14015ENC101014, A16015ENC101014, A18015ENCI01014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A1603CENC101014, A18030ENC101014, A20030ENC101014, A20030ENDmO14, A20030PEDIOIO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -roll - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Exampler ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf, Mbr. Size 'T' Increase 2x4 30 2x6 20 .ryARNH1Gly READ AND FOLLOW ALL NOTES ON THIS DRAYINCJ l�5qq p REF LET -IN VERT .4NPORTANTtu FURNISH THIS DRAWING TO ALL CONTRACTORS OICLLIBM THE INSTALLERS �`\`. \��, [VI f'{ y 7}7r� Trusses require extreme care h fabrkating, honalft, shlppho, installing and bracing. Refer to and �\ v fallow the lotost aAtlon of HCSI 11,11, Conponent safety IMorwtbn, by 11 and StiCA7 for safety 1�` \ C Ae f ' DATE 10/01/14 practi.es prior to parforN9D the- functions. Gistallers shall provde tenporary �bradsg per HCSL IV E, unless rotes otherwise, top chord shall have properly attached structural she"** ontl bottom h-d �. S 1 ", DRWG GBLLETIN1014 shalt have a properly ottachod MId Tening. Locatl-. sho- for permanent lateral restraint of webs .r✓ dshall have bracing Installed per H I s..tg. B3, H7 or HtO, as applicable. Apply plot" to each faco I I 11-J I� f teas and posHlon as shorn above and on the Joint Oetats, .smiles, noted otherwise. - Il.l=IUr-� Refer to al -Qs 160A-Z Par standard plot. p-111 . AIWIe, a cGhlion of ITV HuRding Conponents Group Inc "U not be responsible for any deviation from AN RWCOMPANY this aVa.trg any failure to bunt the truss In conforrwnce with ANSIMI 1. or for handling, shlppMp gT 1 E OF MAX. TOT, LD. 60 PSF elstallatbn 6 bracing of trusses. A seat an tNs drawing or cover pappae Listing this dro.hQ. Mcates acceptance of professional anghe.rig responsibility safely for the deslpn shown The aWtabuty ant use of this drawingQ389'p UR, FACT ANY E.,th City. MO Orive far any structure Is the respotubRlty of the Mauna Designer per ANSI/IPI 1 See2, i Q O R, \ Earth Ciry,M063046 For more Infornntlon see this Job's gararol rots pose and these web sites i� fi^ _t `" MAX. SPACING 24.0' ALPINE, .rw.alobreit-onr TPL wrw.toblst- SHrAY wwe.sbdndustrv.oral IGO ww .1—fe,ona i. ,\'n,�. Y'N 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 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. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 80% length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o.c. or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. wow 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'. 4 2X4 X4 3X4 Valle '�j 12 >f 12 Mox. � Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip 8-0-0 max Bottom Chord Bottom Chord End Detail Joint Detail Valley Vnll 4X4 Toe -naked / I? G\�g 20-0-0 (++) Supporting trusses at 24' o.c. maximum spacing. 111luuuw'un, ■■vote awls aImM Au rmrrs ON T1Bs+IWAy FTWIRSN TWS DMWMC' TO ALL CRITRACTORS INUMDR ME Q6TMJJDM '', TC LL 30 30 40 PSF REF VALLEY DETAIL vwWMTAffws mtl h of BCSIne care IMAdIng Cofabricatonnpone�nt handling, Safety Inforratte�, b ° PI am S ca `fo : feet fpprarlalloow sthe require w� ��.,� ' C DL 20 15 7 PSF DATE 10/01/2014 DRWG VAL160101014 Unles.Cenotedd otherwiriar to se, top Bchord shaU has properly attached ched ssttructwolhalt provide �sheatNnpncing and batten chord ���,E611, lBt DL 10 10 10 PSF O Q ��� shatt have a properly attached rlCCid cet LocatlaM shown for permanent lateral rrctratnt of webs shall have hrad:I Installed per BCSI se s th J or DID, as a able. APpIY plotrs t each face f tr. and ppooemm� as sln.n abovr and an thr wht netnsw, Purf'ae`. nntrd athrr.ae. ' 36 LL 0 0 0 PSF AN INV COMP/lNY Refer to dro•Iriis 16M-Z for atndard plate s7twns Pa for an deviotbn iron o Components Groauupp Inc. shall not SI Wl 1, or of ITT/ o build Alpdra o , any tHs datlon a Y Fnsurf to sued the truss h confornnnce Nth ANSI/TPI 1, r for haMlhy sWppin& - T �. , E OF �..ay„ - TLIT, LD, 60 - 57PSF 55 insfnUatbn s broctnildm of or cove A seal on this drawwp r CovM papr UetY10 this drawing, kWmtK 6SYptallof Of profKs1an161 Yip responstblUty solNy for rite desgn shown The sZdA1ty and use of this drawYp for Is tar rasporsiiYttY of the B tWp Drsgrrr M6I/iPT I Seca i t� �! ' .� �} 1 l Y �, UR.FAC.1.25/1.33 1.15 1.15 SPACING 24.0' 13389 frord Drive Earth City, MD fi30C5 any sinsore Per For pore hfornattan see tHs Job's general. notes {praape and these web sites+ ALPINF, wwwnldnalt , TPi- —Actnstorot SBCN wersbcindustryaraJ MD wwrJccsaff.er0il y �', rat '?.J l llllittlivil- 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 sf (min), Kzt=1,0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The bullding Engineer of Record shall provide diagonal bracing or any other sultable anchorage to permanently restrain purllns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A , Purlin Spacing = 24' o,c, or less Piggyback cap truss slant Walled to all top chord 12 purlln bracing with (2) 16d box naps (0.135'x3.5') and Up to 12 17" I I I \\ <S side ture top ansy at enchrend) h 2x4 #3 attachedr�ndh scab 2 rows of IOd box nails (0.128'x3') at 4' o,c. 4' spacing = O.C. Wax ' Attach purlln bracing to the flat top chord \ using (2) 16d box nails (0.135'x3,51). I —Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B Purlin Spacing > 24' o,c, Piggyback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0,135'x3.5') and secure top chord with 2x4 R3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.12B'x3') at 4' o.c, 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box malls (0,135'x3.5'). Up to 12 I I 11 \\ 4' \\ I I \\ / I I I I Purlin Spacing) 24' o.c. max Llop Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o.c. Notei If purlins or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' D.C. max. and use Detail A. -WARN IN G" REAR AND FOLLOV ALL NOTES W THIS DRAVD6o �� 'l �1�ffi ..DUMTANTo FORIaS7H TWS DRAVING TO ALL CONTRACTORS WCMING THE INSTALLEM ���` %. Trusses require extreme care In fabricating, handUng shIppIng, InstalUng and bracing. Refer to faller the latest *Cotton of BCSI (Buffaing Component Safety Infornation, by TPI and SBCA) for safety practkas prior to Porf—ing the.. functions. Installers snail provide tenporary bracing per BCSL AI V Unle noted otherrite, top chord hall have properly attached structural sh tHna and batten hwd IV C m shall have a properly attached r191d ce0hg. Location. sharp for pe--,,t tale rnl restraint of rebs I� chap maw nalb—Ingrst Installed per abo card an th J or Bet c Untesstde. Apply pint*. to eaCd, face1::i4w I11f��^ of truss anal pposmbn as shown above and n the Joint B*talt, unless noted OtherMs*. Refer to dr..ings 160A-Z for standard plate poslttons. Alphe, n dlvtsbn of ITV Buflding Components Group Inc. snail rot be responsible for an devlatlon from = "'�j a oy AN fiWCX)NUA 41' tNs droring, nnY fnflure to bu0.d the truss In canfornarxr rt(h ANSLTP[ 1, ar for FandUng, sNPp4g, l '4Tc t„Ip hrLnllotbn L bracing of busses. °' '�' A sent on tlUs drarn,p or cover pope Usttg tNs drarMg, r,Acctes ncceptonce of professlonol a'p �.q �y erigV,eere,g rerpartsa,slttyy solely Por the deslpn shorn T1rr sultabl)ty nd use of tads dro.l+p �, ,'A 4J �, � � t� for wy struet,re b fhe rospom.mwty of the BuBdhg De�Jgn*r Per ANS[/TPI 1 Sor.2 Apg `TA ��! E.,th City. MO Drive For more Infcrnotlon see this Job's general notes page and these web sites, f�I Hy Earth City, MO fi306fi ALPIM rrratolnoltr.eon, TPB wee tohstoro, SBCN r*r.cbcindustrvarot ICC, mlcccafeara The top chord R3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with <8) 0,120'xl.375' malls, (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'xl.375' malls. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trutax plates for 2x6 and larger, chord members. Attach to each Face @ 8' o.c. with (4) 0,120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathing ggussets (each face). Attach @ 8' o,c. with (89 6d common (0,113'x2') malts 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 R2, full chord depth scabs (each face), Attach a 8' o,c. with (6) 10d box nails (0.128'x3') er scab, (3) In cap bottom chord and (3) In ase truss top chord. Scabs may be staggered 4' o,c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave pigggyback plate to each face N8' ac. Attach Eeeth to piggyback at time of oricntlon. Attach to supporting truss with (4) 0,120'xl.375' malls per face per ply, Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG P11160101014 10 2: I Hip frame stops at plumb cut of jacks to maintain pitch continuity. X Hip frame lumber Is SPF, 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 to 2' to purlins must be intact and properly attached. Hip Frame Stepped Hip System Trusses Pitched and Sheathed Chord Area �-- Hip Frame)K B Bottom Chord 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, `'-- Setback —— Stepped Hip System Trusses Use this detail ASCE 7-10, 180 fora mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer. is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated. Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So, Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structu,,ar�t!a�l! Panels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hIn,i% VKq _iYwr'tins. ■-VARNM- READ MD MJJ3V ALL MIES CN TNts MAWIPQ —111PtRTANT.. 110M I( raS WAVING TO ALL CONTRACTORSS IICLOOING UE WTALLERS. Trusses r*quve eKtrene care h fabrkathg, Handling, shlpplrq, hstal(In ana hr'nchp. Rehr to and � C "�� �Q` \CjENSF v REF HIP FRAME DATE 10/01/14 Fallaw the latest *Afton eP BCSI (111, Camp,-"t Saf*ty 11ormo1 hY 11 and 11 1— safety bracing BCSL _\. Z N DRWG HIPFR1801014 pprrnctkvs prwr to P. —[no If... functions. Instalters 0.11 provide temporary per Unless rated atMrNse, top ehwd shall have properly atWdietl structure{ *Hen ng and batten chord _ * _ IIL�r=1r shall haw a property atMchetl NRid celthp. Locathns shorn Far pernnnent lntenl restrains of webs J or B10, ns untess nole. Apply plates to each Pace shntt tow b pow lnstaseH per above of truss and ppasltion as sMm above and on the Joint O*tnlls, unt*ss noted auxntse. And on the S A E OF IILI'� AN fTWODMPf(NY Reier to drawings 16OA-2 for standard plate positions, Alphe, o Avislon of [TV Bu6dIn0 Canpcnmts Group Inc atoll not be responsible for any deNntbn from t his nhnring any faRure to bold the truss h confornnnce rith ANSLTPt L ar for tL shlppIng, "Q Z 9 �`Q � c . � ` Instnllntion f. bracing oC trusses. Atre�oeorlkognrtehis draMntyp or cover forge UssWy�gn tWs dravklp, lMcates acc*Ptance oP proPessbml Nr*s(w�illty sg0 t' � O n to fl \y `�� *`.y ¢�/ Qk�f9 facer nrry sirt,ct,r the a�P iFr BuBdhg OMgn*r' D*ryANS[/TPf 1 SerB !,,' \\ L Lakefront Drive,mry Earth City, MO 63045 For, nom Information see Vila Job's general notes page and these web sites. ALPINE,—1oheitw.Coni TPI, www,tphitarnj SBCN www.sbchdustryoM ICO www1cC6&Fearg 11Ai119`A�jl I I1111TIt`l`` % CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement Method Is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-relnforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 I row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 00 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement Or T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face, Attach with 10d (0.128'x3.01,min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement: Apply scabs) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. e VARN Q.. READ AND PaLOV ALL NarM CN TM WAVRrd 1rrDOWTANTa RANM TKM DRAWM M ALL CINIRAC7RtS DING ELUDTIE =TALLFRS. �, )i/j q "''A AA �� L) TC LL PSF REF CLR Subst, Trusses require extreme care 6l Pnbrkating, handltmg, shipping, Installing and bracing. We, to and follow tho latest aaOtIm of BCSI 011100ng Co -parent Safety Information. by TPI and SECA) for safety practlees prior to perforwng these fumcgd-.. Installers shalt provWe temporary brotlng per BCSL ]��i� Q' �+ / �� �\G NSA �[/,s -. TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 Unless rated otherdse, top chord shoo have properly attached atructwol sheatWnp and batten chord shall have riggid celking. Locntiore shorn Far lntemal restratnt of webs `� ��1`` C DL PSF O d PI �� a properly attached permanent J or B10, "' kable. Apply f%tes to mc:h face shill hnvo bndrq Imctalled per Hb. sections — the f truss nM ppoosrtbn ae shorn anove and on the Jdnt Drtale, unle6s rated ather.lce. - \� �q. iK C LL PSF IILII� Refer to drawNC. 16OA-Z for standard plate posttions. Alpine, a mvisbn of ITV Hulldlnp Components Croup Inc shalt not be responsible for any deviattan from .i - RZ ❑T, LD, PSF AIifIVVGOMPANY tins drorbg my fatwe w bld the truss m confori . with ANSI/TPI I, or for hardting, sNtpp6p, .0 .$ A'1 OF Ixtellatlon { M6CVng of trY66e6. A seat an tlds drawing rover page listing this drarhp, tmolmtrs acceptance of professienol e respa,sailgty sdely Par fine design atwm The sultob9lty nna use of ttis dra.hg vv ,`/ %, W ra y� t�T' t�. ` 0. DUR� FAC, furor anyyure Is the raspontlbuny of tM &AdIng Designer per ANSUTPI I Sect. �✓ 9 1> �f . SPACING Eadhlakefront Unve eanncy.MOG3oas for more Information are this Job's general notes page and these web stt.s, ALPINE, wwwatenatr.rom, TPh wrw.toh torn SHCA,—lochd-trv.oro, ImucsaPaora � 61�A1 Um/I lA,.. .=_t�$J� �-,Aflnunutpt,n. Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design is valid 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 lengths) _ (2)(U + <B) Scab member length (S) must be within the broken panel. Nail Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered, Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail Is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads, S L L 4' o.c Typical ~ + O + 0 + O + 0 0 + 0 + 0 + 0 + —1 2' [-- Stagger + = Back Face 10d Box (0,128' x 3', min) Nails, O = Front Face 2x4 Member - Double Row Stagger( 2x6 Member = Triple -Row- Staggere Nail Soadna Detail 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 f 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42, 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Krdmun L ➢istanca ■aVARNING" READ AND faLDV ALL NOTES a THIS DRAV➢(a nDPDiTANTws FURNISH THIS DRAVING TD ALL CONTRACTORS INMUDING THE INSTALLERS .�N" � --- + ' '!., h p� REF MEMBER REPAIR. Trusses reeulre extreme care to fabricating, h—Ring shipping, lnstottlng and bracing. Refer to and �\GEIV DATE 10/01/14 practilotto. the latest oditton of DCSI (Buamng Conponent Sofety Infornptlon, by TPI 1 11, far cafety prior to performing these functions. have [perty ere shall provofa teep h:.y brodng per BCSI. Mess noted a top chord shall have property shown sperwonrat sheatNrp and bottom dwr Unless noted property for parnonent taterol estratnt ebs shad have a Properly att'achatl ripld semi. Locotbno ``% \_ No. * Y DRWG REPCHRD1014 ILI�ILr✓ ILf� h chill have bracng Installed per SI section 83. B7 or BID, ac applkahle. Apply pWtas to each face BID, of truss and posit, a shown obovo anton the Joint Details, uMras noted otlxrdse� Refer to drawings 160A-Z for standard positions. E OF AN rrW COMPANY plate AWne, a division of [TV BuUding Conponents Grout Inc shall not be responsible farany deviation frm this drawing, any failure to buUd the truss In canforrance with ANSI/TPI 1, r far handkino, shipping, installation a bracing trusses. }M' Y �f1 -/ r� i O�An �� o of A seal an this d-awbp r cover page Usti g this drawee, =tes oce Vt— of prat -lor.1 fr the The sultabsity and use of this drowhg / R ergheereg respansmnity alNy shown for ony itructws_ Is tiw rasyonsfblky o* the Bu0.dng Depigner per ANSI qpI 1 Sec2 f���ff%��Ri`I%at``t�t SPACING 240' MAX �eticry Mos3045 ALPIts :.: nkwit:.coniaTPt evwettao-istwooI S�Inwcocindustriort's) ICO—wiccoafear�g STANDARD BOTTOM CHORD FALSE FRAME DETAILS I 4' 0. OC MAX. LENGTH TO TRIM IlI EXISTING FILLER — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' O.C. MAX„ OR SEE NEXT ❑PTION. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD <4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION ❑F_ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 10PSF MAX. CEILING LOAD„ WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL F❑Ri STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. LOADS IN EXCESS OF IOPSF 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'-0'). FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, N❑TEi FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATI❑N DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED — 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) lOd BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') (2 3' ❑,C, AT THE FALSE FRAME HEEL J❑INT IF DESIRED. — VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0.120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 1B' 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), ..DtPmiANTo TM MAVM � HTII S�DMWIINGMD � CMRRRATM DICUMdf nE INSTALLERS. Trusses reGul'e e.trenr care In fabricating, handl6+p, chlppinp, hctaNm and brochp Refer to and ��J�4 ltlr�H��.>�� PCB ''�r��,,p REF BC FILLER DATE 10/Ol/14 F.M. the Intent eiDtion of BCSI <BulcOng ConponenL Safety Infornatlon, 6y TP[ and iBCA) for snfet proctbas prior to performing theca fv,ctlanc installers s-u pro-, tenporary brndng par HCSL Unless noted otherwise, top chard hove attached structural ana and batten chow \G���, ,(� C.a, "+ d fI I"�'10 shop properly g shad have a properly attached Hold cellno. Locations shown for pernonent lateral restraint of webs 87 or Ble, as unless no Apply pintos to eaU Pad of truss n1d peslibn all sham SCSI and on the .blot Dictate,10,as unless .. A otharrte shall have and sections the past lanhstalledss per above N �' , DRWG REPBCFIL1014 III Il�lllll��rrLJ��i Refer to drowfts 160A-Z for standard plate positions. Alpine, a rDVKbn of ITV 8u4d1nD Components Gra�u+pp Inc shall not be rasponca%e for any deviation P A�E nia RWNMPANY this drowtrg, a ty fnl me to bu ld the truss b confornonce with ANSI/TPI 1 or For handUng, ch pp4g, hstnllatlon L bracing oP trusses. S QF .0 ' .�,,f�ft ty 4 ` A seal on this drnwfng or cover pnQe llstMg thb drnwkq, ivBcatas aeceptnnee of professlorhnl re ttyy solely 4or the design shown The sWtabtlty nrd use of this crowing GIs "l R % o� 0 n` \fir 13389 LeWe tOn- Forawry s the responsWBty oP the BuNdNg Designer• per ANS[/iP1 1 Stc2 InFornation b'c these �� �[t (�1` �� 'w Earth City, MO 63045 For more sew thls enrol notes page and web sites. ALPINE, www.aipinitw.coni TPL wwwApinstor0l So r>..shclndustryarol ICO—kcsafe.om F7c1P� IIKMs,�7If:S���e ��a55t`v SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00. wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00. .Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o.c. plus clusters of four nails where shown in figure below (w). N❑TEi #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections. swDfPRlTANro LD oVARNDdiw. READ 40 FmV ALL NET= a TM DRAWM FUMSR TM BRAVDG M ALL COKMCIIIRS D7C111DD6 TIE DWALLERS : � J`G'" --.. "' �'�, `. TOTAL TOP CHORD NOT TO REF 2X4 SCAB O.H. DATE 10/01/14 Trusses roq,he extrene care In fabricating, hand( ehWolmi, hetnlUrp and bratty. R@f@r to and�� follow the latest edtlon of HCSI C&ddng Coriponent Safety Tn arnation, by TPI and SHCAI for safety to Yhaw functions InstaUars 1-11 I tc�p rodeo BCSL �g� �,� F '-EXCEED LOAD 40 PSF DRWG OHSCB2X41014 pra[t7cas prier perforntng — par Unlace naiad otherwise, top had shall hove properly ntwahee structural sheo and 6attw, n,aw have Lotatbns Por lateral restraint oP rebs j�lo 2 DEAD PLUS LIVE) shut n properly attadned rigid ceNha shorn pernanent hove hst'It'd SCSI B3, 87 Big, W. Apply to -.h face III�IUr—� Ilf�— shall bracing per saet0n6 or as appal- plates f trust wd rsitim as shown above and on the Joint Detals, uniess noted -ovY lse Ref16CA-2 for rawiner to dgs standard plate positions. G-1L0p be for d-I tbn fron z S A"�.� OF ANRW WMPANY I— shresponsible any Alpine, a dvlcbldl n of ITV Bdlnp Conponents aU not thus dryw}rR, any Fale to I the truss In eOnforronce with ANSVTPI 1, or for hoe W.9, sN �� �4 hstnllatbn 6 bracingurof trusses. A s-tt►�onrtthis drashg or cover page UU ttft this dnw4rg, WA-taepse acceptorce of prof—lonat f a strr,cMrv�h the �notes / (�t� = �® 0 R1 �¢�$$;c$ Ei' `0 C, 1.125� 1,25 SPACING Eonh City. D&O .0b sit For nor@ Information sae this s @Herat and these web sites, P.O. an andIoSf*Cz these f y �NA ,t�� �� ALPINE] w—Al ItvsatNrespons611M.Yrt I afe.dg 12 (2) 16d TOE NAILS 1 jVARIES OPTIONAL SCISSORS BOTTOM CORD I (2) 16d TOE NAILS ! 8-0-0 MAX. SPAN TYPICAL END JACK (EJ) N.T.S. t 1 Iz (4) 16d NAILS VARIES.� See Connection Detail I OPTIONAL WEB CONFIGURATION 1 � I � 3X4 (4) 16d NAILS i See Connection Detail i 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. i� eveled Jack (BJ)� (BJ) m o q m r a: EJ A. a: G� CONNECTION DETAIL (BJ) _ (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �ekGJ 2x4 SYP Nailer 16" Long o��` B-0• Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB tz VARIES ��.(4).16d NAILS nnection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION v��a� a a a r Areoa' TYPICAL LADING (P.S.F.) �.®` P�•'� C E N S••� s nl.,: SHINGLES: �"•• \" • `, MANUEL MARTINEZ, P.E. TOP LIVE LOAD: { 20 20 : n10 °' TOP DEAD LOAD: 15 7 a BOTTOM DEAD LDAD: 10 10 = ' //�•�* FLORIDA REGISTERED ENGINEER TOTAL: 1 45 37 STRESSIINC. 1.25 1.25 P, sjAr)�oF ��� LICENSE # PE 47182 WIND DESIGN: M 160 MPH PER �• ASCE 7-10 MAX. 24. O.C. < •. •4 "WARNING" Read & Fdllow all notes on this drawing. Furnish this drawing to all Contractors including the installers. �A�� ts�O ��J�,es alIAA09l�Is