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HomeMy WebLinkAboutRevisionA1 11- nq �p RANEY COMPONENTS C111ev 19900 Independence Blvd. Groveland, FI 34736 o1iponents, LLc one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS079 Printed: Tue, Aug 1 2017 -Job Intormation: Address., EOR Name and License Number: Customer Name: Creekside Lot 79 DR Horton 8453 Cobblestone Dr Description: City, State, Zip: 4EBB 1828-Cali "C' Port St Lucie, FL Loadrng Inf o1111cy "a Roof 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 24 Total 24 # DESCRIPTICN SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 ALA 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 01GE 20 EJ7 21 BJ5 22 BJ3 23 Bit 24 CJ7 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY 6E NECESSARY IN ORDER TO GtdhlpLY WITH ALL AllManDel � 40 015A 38 FF 5581 B0 8137E49 00 99 2E 85 Th6itamlux tnaMcarasissatjrsl nad mi s Aad by GTsz=1 Ma ,Plot, Ur- 0474971 ar the datcshaun ab-: sag aSNr.-S avtAan�ta3�m amJc. >adecp6esatikrz daca7rczrl asanatcros#:cxcd uz4 aad sa. a -ttxx 6CrSsritrtntkatkraa9eMMtbMVrifedestAnysedn cepias. Page 1 of 1 A 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=A01098000 000t4B4CF8FE960000211F 0Gte- _67 Q9.01 15:5923 -04-00- Adobe Acrobat DC version: 2015.006.30306 r1 ll�: lA,i� lY {�� 11FFpp����CCCjj�iii•• �c F � 1e Cq n,,,v, Job Number: 136DCS079 Ply: 1 SEQN: 635448 / T10 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW: Truss Label: Al Wgt 221.2 lbs / 08/01/17 T10" 144"7 19'10" 25'3"9 31'10" 39'8" T10" 6'6°8 5'5"9 5'5"9 6'6"7 7'10" —4X6. 6X4 =3X6 =3X4 =3X8 =3X4 =3X6 111:5(4 1' T8"12 4'3"4 2'0"1_`1. 5'9"1 5-9"1 1 2'0"1� 4'34 T8"12 j 1' } TB"12 + 1'I +14'0"15 19110" I p 25'7"1 r 2T6� 31'11"4 39'8" r m 0 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L!# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.178 M 999 240 B 1650 / 709 / 961 ! - 1445 / 8.0 BCLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 M 999 180 H 1650 1709 1961 ! - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0,075 J - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 McDL:4.2 p.s. 15.00 ft Code J Misc Criteria Creep Factor: 1.6 H Min Brg Width Req = 1.9 NCBCLL: 10.00 P TCDL: 4.2 psf Bearings B & H are a ri id surface. Soffit: 2-00 BCDL: 5.0 sf Bldg Code: FBC 20T4 RES Max.TC CSI: 0.633 9 9 P TPI Std: 2007 Max BC CSI: 0:550 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRii Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI; 0.604 Loc. from endwall: not in 9.00 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: 16.62.01D.0314.13 A - B 27 0 E - F 1108 -1898 Lumber B - C 1442 -2960 F - G 1263 -2429 C - D 1263 -2429 G - H 1442 -2961 Value Set: 13B (Effective 6/1/2013) D - E 1108 -1898 H - I 27 0 Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2568 -1122 M - L 2081 -814 �� P-0 2565 -1122 L-K 2566 -1128 Bracing ��" A, O-N 2565-1122 K-J 2566 -1128 (a) Continuous lateral restraint equally spaced on • �,'r N - M 2081 -788 J - H 2568 -1128 y rewe-�+c member. Or 1x4 "T" reinforcement. 80% length of r` +? web member. Same species & SRB grade or better, Q' � +�, + , Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113")2.5",min.)nails @ 6" oc. a Webs Tens.Comp. Webs Tens. Comp. J No ` 182 r . P - C 286 -13 M - F 468 - 734 Tray Scab(s) wf, C - N 387 -554 F - L 484 -204 (1) 2x4x0-3-11 x SP #3 scab at each end. AttachW& N - D 482 -203 L - G 387 - 554 scab to face of chord with: Nails @ B" oc, plus I a D - M 468 - 733 G - J 286 -15 additional nail clusters at: BRG.: (0), heel: (0), 1st I % STATE E - M 1338 -714 panel point: (0). 4® r ft Loading � c%'44 ` .5* Truss passed check for 20 chord live load in areas with 42" high x 24sf additional "wide ON y y � clearance. #115111001t Wind 40 015A3& FF5B 81 BO BB 7F 48 00 99 2E &5 FB Member design based on both MWFRS and C&C. xftcieomt�afa,ckueo sagncds zmabpracsndmcm�r, ?E (EL. Lte.C•Cr6E2(en tteesate zhawu a6aem trig a SNAi actMenGcaateascTia. P�4atedcupa orahis dommwA= not canildmd sionedmdscalad snd tla¢:.eiA 2 ens;caurnseatla m�4 Ca $crif�d� angdatta� =idL "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin handlinq shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI an�'SBCA) foF salPety practices prior to pertorming these functions. Installers shall provide temporarryV bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insfalled per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUfPI 1, or far handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro_fessronaT engineering responsibility solely, for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS079 4EBB 1828-Cali "C" /DR Horton 14EB131828-Cal! "C" Truss Label: A1A 7'10" 7'10" Ply: 1 SEQN: 635452 / T13 / Qty. 1 FROM: AH Wgt: 254.8 Ibs 14'47 '-59' '6"41 2'61831'10" 6'6"8 4&T9212 Ea6X12 102X4 =3X6 =3X4 m6X8 1112X4 112X4 =5X10 DRW: / ... 08/01/17 39V' 7'10" TB°12 4'3"4 2'0"1 5'9"1 2'10° 4' S'0"1 7'11"15 1� 7'e"12 12' 14'0"1 19'10" 22'8" 26"8° 31'8"1 39'8" 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 too Udefl U# Loc R / U / Rw / Rh / RL / W B 1557 / 708 / 960 / - / 445 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.233 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.539 F 876 180 1 1557 1707 1959 / - / - 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 L 0.286 K - (T )� B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 42 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.615 Bearings B & I are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf 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: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1417 -2556 Wind Duration: 1.60 WAVE, HS Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" 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), 1 st' panel point: (0). Wind Member design based on both MWFRS and C&C. 40 015A 38 Ff 513 tit. S0 BB 7F4E 00 99 2E 95 FB Thk ltemf<as basic cledrahZo Apdd and tcaiad by U.—wo Marthsrz. 9i fFL. Lk. C S7F83! nn tl a dau shzwrz abarflffi wks a 5".1 at�anGra t#.�s usta.. x'Y'�trte trp�:e�'ah.d-,«sKzr�atuamsissand ��ne»F.ar,��aalnd and the. *AZaLd91vntkzSnmde ms t be wtdfad.m aspdedronk cayiaL B - C 1439 - 2761 G - H 1753 - 3390 C - D 1261 - 2220 H - 1 1434 - 2754 D-E 1106-1732 I-J 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 2390-1119 P-O 20 -9 S - R 2387 -1119 N - L 2965 -1289 R-Q 2387 -1119 M-K 26 -12 Q - P 1697 -788 K -1 2382 -1121 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 286 -13 N-F 214 -147 C - Q 384 - 563 N - G 578 -1048 Q - D 458 -199 G - L 869 -407 D-P 471 -681 L-M 71 -3 E - P 59 - 531 L - K 2552 -1200 E - N 2267 -1099 L - H 634 -187 P - N 1880 - 659 K - H 466 - 869 N-O 18 -1 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabn 3 ng handlin ,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) for safety practices prior to pertorming these functions. Installers shall provide tempos!ry BCSI. Unless noted oytlterwise,top chord shall have properly attached structural sheathinp and bottom chord shall have a propperly �id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per sCSI sections 83, 37 or 610, e. Apply plates to each face of truss and position as shown above and on the Jo!ngDet.ils, unless noted otherwise. (2efer to 3nAJ fnr cpanrtarri nlatc nncifinnc a division of NSI/ 1 NI 1; or for h ites acceptance for any structure failure to build the g or cover page In. The suitability T � /l Job Number: 136DCS079 Ply: 1 SEQN: 635461 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt: 246.4 Ibs / ... 08/01/17 7'10" 14'2"11 19' 20'8" 25'5"5 31'10" 39'8" T10" 6'4"11 4'9"5 1'8" 4'9"5 6'4"11 T10" m5XB--5X6 E F II12X4 =3X6 =47X10 =4X10 =4X10 =3X6 1112X4 7'8"12 4'3"4 2'2"11 5'7"5 5'7"5 2'2"11 4'3"4 7'8"12 1. 7'8"12 12' 14'2"1 19'10" 25'5"5 278" 31'11"4 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: it EXP. C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 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 "13131" 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), 1 st panel point: (0). Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.153 G 999 240 B 1557 / 710 / 963 1- / 428 18.0 Lu: NA ' Cs: NA VERT(TL): 0.352 G 999 180 1 1557 / 710 / 964 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS HORZ(TL): 0.145 K B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 1.5 1 Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.599 Bearings B & I are a rigid surface. TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.6413FT/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 Ter: 16.02.01113.0314.13 A - B 27 0 F - G 1428 -2193 B - C 1469 -2762 G - H 1287 -2212 C - D 1286 -2212 H -1 1470 -2762 D-E 1428 -2193 I-J 27 0 E - F 1097 -1539 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. ilk B - Q 2391 -1147 N - M 1534 -596 Q - P P - O 2388 -1146 2388 -1146 M - L L - K 23B8 -1162 2388 -1162 alp#� rs O - N 1534 - 584 K -1 2391 -1162 io 162 Maximum Web Forces Per Ply (Ibs) Tens. Comp. Webs Tens.Comp. Webs e ` e Q- C 290 -13 N- F 338 -255 +� C - O 386 - 570 F - M 817 - 562 � a St O '` D-O O - E 315 -317 817 - 562 M-G M - H 315 -317 366 - 570 E-N 338 -256 H-K 290 -15 40 015A 38 FF 55 81. BO 13137F49 00 99 2E 85 FB rhtt itatnA�st3am mlctin9'adJud waled by hSxrat rAartuemx, '4£ (FL Lk. 0471921 cn MO dhMAIMMl€&M t4eg a S!Wl aa5?tiatiCiL7ts zs his. Pentadtopin 5tidndoclaaxa"�taramotoe-irk d-odemdseaiad arxd tt+s SiiA I �2hantirsadwsaCadB msatflm x�diaedrn ac�dadtatsi:.. . ^"WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricatint1,handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building it Safety Infomlation, b�TPI and SBCA) for satety pratprioroperformingthese funcrBC a Unlessnoted oerwie,tophordshallhaveproperyattachedstructuralheathindceillntioownfor permanent latlestrint ofwebs shalhave bracng insmc to oah face n>Ptntss and position as shown .,and on the JomTTDetails, unless noted otherwise. (2efer 10 a division of ITW Buildingomponents Group Inc. shall not be responsible for. any deviation from this drawing,any failure to build the conformance with • ANSIfI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or coveUP e _ . this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The bility ie of this drawing for any structure is the responsibility of the Building Designer per m-,;nc PI I Sec.2. .. ._ r..... Tnr ..,",w fninst nm• SRCA- vnnv.sbdndustry.tbrir ICC: www.iccsaTe Job Number: 136DCS079 Ply: 1 SEQN: 635457 / T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A3 Wgt: 235.2 Ibs / ... 06/01/17 7'1D" 14713 18'0"1 21'7"15 25'5°3 31'10" 398' T10" 64"13 3'9"4 3'7"74 3'9"4 64"13 T10" 5X6 1112X4 =3X6 >a4= =4X10 m4X10 =3X6 VX4 1' T11 43"3 2'2"13 5'7"3 5'7"3 2'2"13 4'3"3 7'8"13 1' T8"13 12' 14'2"1 19'10° 25'5°3 2T8" 31'11"3 39'8" 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 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 it Loc. from endwall: not in 9.00 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #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) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.150 D 999 240 B 1561 / 711 1965 1- / 408 / 8.0 Lu: NA Cs: NA VERT(TL): 0.347 D 999 180 1 1561 / 711 1965 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.147 K - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Bldg Cade: FBC 2014 RES Max TC CSI: 0.597 Bearings B & I are a rigid surface. TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.977 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1461 -2183 B-C, 1502-2771 G-H 1318 -2215 C - D 1318 -2215 H - 1 1502 -2771 D-E 1461 -2183 I-J 27 0 E-F 1144 -1617 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. � MAN Q-P P - O 2396 -1176 2396 -1176 M-IL L - K 2396 -1203 2396 -1203 O - N 1606 - 659 K -1 2399 -1203 m No 047182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Q-C 290 -13 N-F 299 -216 C - O 389 - 579 F - M 766 - 533 a " STATE D - O 300 - 288 M - G 300 -288 389 O - E 766 -533 M - H -579 E - N 300 - 216 H - K 290 -15 s),a s ar �%` tN Ab 40 015113E FF 56 81,80 BB 7F 48 00 99 2E 85 FB mi#tamRust>aatsalerir ysignadand saladtryrlta lMarMa3, 'PE (Z Ltc.Rdrt821 an the da tshown abase trAS a SH4.1 iCPiGC7Y�R* oS�Sc. Prbtad copies of this dwcrxrt are matcnnsl&aed %Vnad and scaled andthc..+ia�..aas:tarantiatteesczada��sthaa dfiedanorydectmrk J crplat. —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r BCSI.. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. AoDQv olates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise. kefer to a division of ,irt i,orrorn acceptance any structure failure to build the g or cover page rn. The suitability f r Job Number: 136DCS079 Ply: 1 SEQN: 6354591 T8 ! HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A4 Wgt: 238.0 Ibs / ... 08/01/17 T10" 14'2"12 17' 22'8" 25'5"4 31'10" 39'8" T 10" 6'4"12 2'9"4 5'8" 2'9"4 6'4"12 T 10" 1 =4X& 3=i � =5X6 1112X4 =3X6 =47x10 =3X4 =4X10 -3X6 1112X4 "3 2'2"12 5'7"4 5'7'4 2'T 2 4'3"3 T8"13 1� 7'8"13 12' 142"1 19'10" 255°4 28" 31.11"3 39W Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NE TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Loc. from endwall: not in 9.00 it FT/RT:20(0)/l0(0) GCpi: 0.16 Plate Type(s): Wind Duration: 1.60 WAVE 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 "l3B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W VERT(LL): 0.148 D 999 240 B 1561 1712 / 965 / - / 387 / 8.0 VERT(TL): 0.343 D 999 180 1 1561 1712 1965 / - / - / 8.0 HORZ(LL): 0.064 K - - Wind reactions based on MWFRS HORZ(TL): 0.149 K B Min Brg Width Req = 1.8 Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Max TC CSI: 0.593 Bearings B & I are a rigid surface. Max BC CSI: 0.556 Bearings B & I require a seat plate. Max Web CSI: 0.759 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver.16.02.01D.0314.13 A-B 27 0 F-G 1466 -2162 - B - C 1517 -2772 G - H 13M -2214 C - D 1334 -2214 H - 1 1517 -2772 D-E 1466 -2162 I-J 27 0 E - F 1189 -1702 1: No 047182 e STATE OF r ��asr�a Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2400 -1195 N - M 1684 -748 Q - P 2397 -1195 M - L 2397 -1224 P - O 2397-1195 L - K 2397 -1224 �tp O - N 1684 - 724 K - 1 2400 -1225 �o Maximum Web Forces Per Ply (Ibs) e w Webs Tens.Comp. Webs Tens. Comp. Q - C 289 -12 N - F 280 -194 .m rg C - O 392 -582 F - M 698 -494 D - O 274 - 241 M - G 274 -241 ft O - E 698 -494 M - H 392 - 582 E - N 281 -195 H - K 289 -15 40 01 5A 38 FF 50 8180 BB 7F48 00 99 2E 85 FB 3tltitemYwabscttckciace$w ys3gned v%dsa W by marcel Martines, PE(FL, lte. C4a.La21 on the da8¢srtav�asbeeac u-.ing a SNJFi asext;entic,�.ven aar.12 Mot cep€ iaftt,&doca=A are not ccndderod sknadand sealed and tiaccM 1W.AcrYaa&sacc4o Muz1banedf1erd mseydectronk czvn. •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olhetwise,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 inslalled per BCSI sections B3, B7 or 610, le._ Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI9 PI 1, or for handling shipping, installation and bracing of lrusseS.A seal on this drawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability :e of this drawing, for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS079 Ply: 1 SEQN: 635473 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt 240.8 Ibs ! ... 08/01/17 T10" + 14'2°12 +16'0"1 19'10" i 23'7"15 i 25'5°¢_ 31'10" 39'8" i 710" 6'4"12 1'9"5 3'9"15 1 3'915 1 9 5 6412 7'10" =3X4 =5X6 m 6(A2) I6X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 1' 7'6"12 4'3"4 +1257"4 T1 55+2"81 4"{ T61222"1 75"4 27114 39'8"4111' i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R ! U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.150 F 999 240 B 1557 1713 / 964 / - / 367 18.0 BCLL: 0,00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 F 999 180 J 1657 / 713 / 964 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.065 L - - Wind reactions based on MWFRS Des EXP: C FIORZ L 0.150 L - - �) B Min Brg Width Req = 1.8 CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 fl Code / Misc Criteria Creep Factor. 1.5 J Min B Width Re 1.8 r9 q = Soffit 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.593 Bearings B & J are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h12 to h TPI Std: 2007 Max BC CSI: 0.555 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.664 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 F - G 1265 -1826 B - C 1530 -2763 G - H 1495 -2163 Lumber C - D 1351 -2210 H - 1 1351 -2210 Value Set: 13B (Effective 611/2013) D - E 1495 -2163 I - J 1629 -2763 Top chord 2x4 SP #1 E - F 1255 -1826 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp_ approved 1/30/2013 by ALSC B-R 2392 -1212 O-N 1747 -801 Wind R - Q 2389 -1212 N - M 2389 -1242 Member design based on both MWFRS and C&C. �.�� Q - P 2389 -1212 M - L P O 1747 775 L J 2389 -1242 2392 - - - -1242 ' No 0,47182 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ R-C 289 -12 O-G 277 -181 ' on C - P 390 - 576 G - N 690 - 521 a°ft F D-P 312 -253 N-H P E 690 N I 312 -253 390 576 i w - -521 - - E-O 277 -181 1-L F - O 201 -219 289 -14 SERIAL#. 40 015A38 FF 513 81'80 8137F48 00 99 2E &5 FB mu Itatn h" bean eltar %zipedaadteafad by Mauael Martin", (FL. Lk. C47193.1 nn the dale stmvin abawa w.`'no a stW1 auit� cn�tataas wxie. ftW"dCC&Saftfis doc,sacntaed nntccrddarad SIaid saalod and the—mA laukhenfwa9 -neade musk 3^e vMfacd MaaydcdrorA- capias. "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 anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ,jid ce!ling 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 Join f Details, unless noted otherwise. t fer to 60A-Z for standard plate positions. a division of I NI T, or for nar acceptance of any structure is failure to build the g or cover pa e_ _ rn. The sui blifty Job Number: 136DCS079 Ply: 1 SEQN: 635471 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A6 WgL' 240.8lbs / ... 08/01/17 T10"14 14'2"12 1 19'10" 24'8" �.5'"4 31'92 39'8" T10"14 F 6'3"13 F9" 4'10" h 4'10" 9° 6'3"14 + 7'10"14 0 33 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " =-3X4 m5X6 192X4 =3X6 =3X8 =3X8 =3X8 =3X6 1112X4 T8"12 4'3"4 2'2"12 5'7"4 57"4 2'2"12 4'3"4 T8"12 1� TB"12 12' 14'2"1 19'10" 25'5°4 27'8" 31'11"4 39'8" Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.97 It Loc. from endwall: not in 9.00 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #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. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in loc Udell 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: 0.594 Max BC CSI: 0.555 Max Web CSI: 0.632 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1560 1714 / 962 / - / 346 18.0 J 1561 1714 / 962 / - /- 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 1333 -1956 B - C 1550 - 2771 G - H 1517 - 2155 C - D 1366 -2215 H - I 1366 -2215 D - E 1517 -2155 I - J 1550 -2771 E- F 1333 -1956 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-R 2400 -1231 O-N 1835 -868 R - Q 2397 -1231 N - M 2397 -1260 . , ► Q - P 2397 -1231 M - L 2397 -1260 +a P - O 1835 - 838 L - J 2400 -1260 . � At 06 vO i' 8 Maximum Web Forces Per Ply (Ibs) � � Webs Tens.Comp. Webs Tens. Comp. ,w R - C 289 -12 O - G 278 -172 + C - P 393 -580 G - N 649 -543 e D - P 345 - 222 N - H 345 -222 STATE OFP - E 649 -543 N - i 392 - 580 E - O 278 -172 1- L 289 -14 0Iq%10 F-O 234 -269 40 01 SA38 FF 58 81 B0 BB 7F4t3 00 95 2E 85 FB Thu are'!ulfed by rlunvl mwtlner, 2'£ (rL, lfic.std7t821 an t�ec'ata st,awa abceam us8ng a SHw l aathentkaztrssceda Ra=d4apt=01ttue dWwve'Aam mot "=11 aad skmid mrmfad aWd the xnaVrdCdrQ* =V1.1. "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, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporarrvy r BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aid 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 theJoin Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of failure to build the g or cover page in. The suitability Job Number: 136DCS079 Ply: 1 SEQN: 635475 / T26 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt 218.4 Ibs / ... 08/01/17 T10" 14'0"1 19'10" 25'7"15 31'10" 39'8" T10" 6'21 5'9"15 5'9"15 62"1 7'10" -_5X8 1112X4 EZ5X8 D E F 1112X4 t=3X6 =37X4 =3X8 =3X4 =3X6 I112X4 r1' T8"12 4'3"4 2'0"1 5'9'15 5'9"15 2'0"1 4'3"4 78"12 1� T8"12 12' 14'0" 19'10" 25'7"15 27'8" 31'11"4 39'8" Loading Criteria (psi) 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 [or. Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.158 E 999 240 B 1557 1715 1958 / - / 326 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.364 E 999 180 H 1557 / 715 1958 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP: C HORZ L 0.152 J - - B Min B Width Re 1.8 Des Ld: 37.00 Mean Height: 15.00 ft �) q NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.604 Bearings B & H require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.544 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.598 Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Pie (Ibs) Chords Tens.Comp. Chords Tens. Camp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 A - B 27 0 E - F 1409 -2097 Lumber B - C 1568 -2759 F - G 1385 -2225 C - D 1385 -2225 G - H 1568 -2759 Value Set: 13B (Effective 611/2013) D - E 1409 -2097 H - I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - P 2388 -1248 M - L 1915 -939 �;)fe P-O 2386 -1248 L-K 2385 -1277 Wind O - N 2386 -1248 K - J 2385 -1277 Member design based on both MWFRS and C&C. pr N - M 1915 -909 J - H 2388 -1277 W o . , Maximum Web Forces Per Ply (Ibs) * ' s ' Webs Tens.Comp.Webs Tens. Coin p NO 04718 �* a P - C 284 -13 M - F 297 -198 a C - N 401 - 558 F - L 456 - 218 , 10 - G 401 -558 D - N 456 -216 L ft D - M 298 -198 G - J 284 -14 AT f E - M 259 - 326 r� a ; .m 40015A98 FF 50 81 BO BB 7F 48 00 99 2E 85 FB *,is Item Imbem elcar .ys$gsfad a as¢sszlad by lMartMn Pf (at., Ltc. e47w2f an il�adak. stwwft absnra W—%s a SPA4 acthendowAcm' & �9ratad cepiaxofi}vs dsxtrrtima not ctansidma op..-S ndsealed as.E tfrrt: xyVtacthestkatiwncode ins t bsvcdfkd ranatry+sdatrark �cylns- **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatincq] handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propel 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 the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Jana use of tins arawmg Tor any structure is me responsiouiry or me isunamg uesigner per mriau i ri -i secs. I For more information see this job's general notes page and Uiese web sites: ALPINE: www.alpineitw.ccm: TPI: www.tpinst.org; SBCA: wwwsbdndustry.sbm; ICC: www.itxsafe.oig Job Number: 136DCS079 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: A8 Ply: 1 SEQN: 635469 / T6 / HIPS Qty: 1 FROM: AH DRW. Wgt:215.6lbs .. / ... 08/01/17 7'10"9 13' 19'10" 26'8" 31'97 39'8° T10"9 5'1"7 6'10" 6'10" 5'1"7 7'10"9 --5X8 ®3X4 =5X8 D E F I M 1 1112X4 =3X6=3X4 =3X8 =3X4=3X6 1112X4 TB"13 4'3"3 1' 6'10° 6'10" 1' 4*3"3 T8"13 1� 7'8"13 12' 13 19'10° 26'8" 2T " 31'11"3 39'8" Loading Criteria (psi) 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 "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell 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)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 0 STATE OF N; a"efi 40 015A 38 FF 513 8180 BB 7F48 00 99 2E.85 FB rlsb lfeffcbasbeen c{etia fs3Eared aca9 staled by Kaacxm martbx", e^E(R. tic. 0471921 m the data stmwn aba tr.9ng a SNhvl a ther,tkQ1k icnda. ?Isetad cr�isaadt}s`s docraasrsara not crmaitrxaed edamd xalod and ft SHA-I wA wtkat;=mde mi.t 4e uadlbd==1 decttank aim. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 1716 / 953 / - / 305 / 8.0 H 1561 1716 /953 /- /- /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 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 - %7 J - H 238B -1288 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 D - N 447 -224 L - G 366 -494 D - Mt 400 - 262 G - J 258 -16 E - M 326 -409 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '*IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted oo herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions_ a division of any its drawing,any failure to build the on this drawing or cover page Le design shown. The suitability Job Number: 136DCS079 Ply: 1 SEQN: 7040391 T23 / COMN 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A9 Wgt: 204.4 Ibs / ... 08/01/17 T10"9 12'0"1 A 0" 27'7"15 31'97 39'8" i r T10"9 + 4'1"B + T9"15 r 7'9"15 t' 4'1"8 F 7'10"9 v5X8 1112X4 ZZ-5X8 D E F 1112X4 m3X4 M X6 o3X8 m3X6 m3X4 1112X4 5'5_24Ti_ T8°13 1'1"13+4'31"15 500T7'88"13 1204 1 14' 19" 06177"5�334 39'8" C 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: 11 EXP: C Mean Height: 15.00 ft Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT:Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria 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 ft FT/RT:20(0)110(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC tow Wind Member design based on both MWFRS and C&C. Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in too Udefi U# LOG R / U / Rw / Rh / RL / W B 1560 1717 / 947 1- / 285 18.0 VERT(L.L): 0.178 E 999 240 VERT(TL): 0.411 E 999 180 H 1560 1717 1947 /- l- 18.0 HORZ(LL): 0.066 J - - Wind reactions based on MWFRS HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 Creep Factor. 1.5 H Min Brg Width Req = 1.8 Max TC CSI: 0.656 Bearings B & H are a rigid surface. Max BC CSI: 0.654 Bearings B & H require a seat plate. Max Web CSI: 0.604 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 15.01.01.0402.20 A - B 27 0 E - F B - C 1596 -2754 F - G 1620 -2488 1495 -2370 C - D 1495 -2370 G - H 1596 -2754 D - E 1620 - 2488 H -1 27 0 No 0471lD2 arw ao AO is STATF OF Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2381 -1269 M - L 2069 -1057 P - O 2379 -1269 L - K 2069 -1057 O - N 2069 -1027 K - J 2379 -1299 N - M 2069 -1027 J - H 2381 -1299 t Maximum Web Forces Per Ply (Ibs) q�pa Webs Tens.Comp. Webs Tens. Comp. P - C 228 -16 M - F 528 - 335 C - O 333 -425 F - K 443 -230 O - D 443 -230 K - G 332 -425 D - M 528 - 335 G - J 228 -17 w°4 E - M 380 -478 40 018A38 FF 5B 81 BO 88 7F48 00 99 2E 85 FB df&ttamitas8mrclecttos%a`a/sSgned wds fadrrj BA-"d Martin", m (a. ue.=3111121 ma tie date shaven Abom Wks a sHA3 amttsant"=bAsode. ibtnd-ptcc mdelds drrr.=rA we not cmAdmd skmd and=1nd =6 ths.ViAA i fthaetkatian code nwt he acrifid rm acydectmnk cmyln. —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, byV TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing] and bottom chord shall have a propperly ]id ceilingq. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 6 to le. ADDTv Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. f�efer to a division of its drawing,any failure to build the on this drawing or cover page to design shown. The suitability Jana use or, ims arawrig Tor any structure Is the responsiouity or the ouitomg wesigner per ruvau I rt -I aec.c. I For more information sites: ALPINE: www.alpineilw.com; TPI: www.tpinst.org; SBCA: www.sbdndusW.com: ICC: www.iccsefe.org see this lob's general notes page and these web s r 1 Job Number: 136DCS079 Ply: 1 SEQN: 635467 / T5 / HIPS [ 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt: 212.8 Ibs / ... 08/01/17 7'10 16'11"4 21' 227" 28'8" 31'9"8 39'8" 7'10"8 3'1"8 5'11"4 4'0"12 1'7"I 6'1" + 3'1"8 + 7'10"8 B m 0 I =4X& 25X8 112X4 3X6=3X4 E�15X8 D E F G H 112X4 m3X4e-3X6 ns3X8 M3X4 c3X6'3X4 112X4 72 3'3"4 4'11"4 5'11"4 4'9'8 1' T8"12 1� T8"12 11' 1, 16'11"4 22'10"8 2N! 28' 3,3"4 39'8" H 3f 1'11"4� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi IJ# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 E 999 240 B 1561 / 718 1940 ! - / 264 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.431 E 999 180 J 1561 / 718 1940 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.158 L - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft J Min B Width Re NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 rg q = 1.8 TCDL: 4.0 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.512 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.497 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 A-B 27 0 F-G 1686 -2613 Lumber B - C 1613 -2757 G - H 1678 -2600 Value Set: 13B (Effective 6/1/2013) C - D 1551 -2432 H - 1 1551 -2432 D - E 1686 - 2613 I - J 1612 - 2757 Top chord 2x4 SP #1 E - F 1686 -2613 J - K 27 0 Bot chord 20 SP #1 Webs 20 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC y B - S 2384 -1284 O - N 2125 -1106 Wind S - R 2382 -1284 N - M 2125 -1106 Member design based on both MWFRS and C&C. �� � R - Q 2125 -1076 M - L 2381 -1313 Q-P 2125 -1076 L-J 2384 -1313 °r�v��i ° ��d ►�a� P - O 2617 -1375 047182 w Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 229 -19 G - O 279 - 334 m C - R 330 - 408 O - H 657 - 405 STATE D - R 398 -257 H - M 395 -256 D - P 668 -414 M -1 329 -407 P-G 112 -109 I-L 231 -20 E-P 274 -330 40 01 5A 38 FF 50 81 BO BB 7F48 04 99 2E $5 FB MUItamitasbeasekcicas#ca'dys aadaid=aladbym weluarih=, E°E`'FL. Lk.E47101 on the data slown ab= Wmj; a sm.-I � as�chtntiratdaamai¢_ zPibtedczp smcittdm doe mtarm not co;,W&ad sign and smlad =6 rm Uwdadmnk C=jas. "'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 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a properly ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10; e. AppTy plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 50A-Z for standard plate positions. of i Ht -I, or Tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page Titdesign shown. The suitability Job Number: 136DCS079 Ply: 1 SEQN: 635478 / T22 / SPEC 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: All Wgt: 222.6 lbs / ... 08/01/17 3�'� 2'9"9 T108 10'0"1 16'4"14 20'0"1 i 22'4*7 28'4"1 t2�' t 39'8" f 7'10"8 + 2'1"9+ 6'4"13 + 37"3 r 2'4"7 5'11"9 " 5 r 7107 TT =6X6 =3X4 =3X6 112X4 1112X4 i--3X4 o3X6 a3X4 =3X8 m3X6m4X10 112X4 1' 7'8"12 2'3"5 t 4'1"6 6'3"1 53"9 1'4" 7'8"11 1' 7'8"12 10'0"1 1111r 16'1"6 + 22'4'7 I 27'8" � 2115 39'8" 'p' 3� 1'11"51 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 Udefi U# LOG R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.227 G 999 240 B 1561 / 718 / 930 ! - ! 257 16.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.523 G 902 180 K 1561 / 716 1933 ! - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.071 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.164 M - - (T )� B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.623 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.557 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used:. Yes Max Web CSI: 0.821 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 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: 16.02.01D.0314.13 A- B 27 0 G - H 1843 -2891 B - C 1631 -2759 H -1 1567 -2353 Lumber C - D 1620 -2509 I - J 1584 -2459 Value Set: 13B (Effective 61112013) D - E 1805 -2825 J - K 1628 -2755 Top chord 2x4 SP #1 E - F 1843 -2891 K - L 27 0 Bot chord 2x4 SP #1 F - G 1843 -2891 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. WindMAP V B - T 2386 -1304 P - O 2360 -1269 Member design based on both MWFRS and C&C.0 1ssere r T - S 2383 -1304 O - N S - R 2201 -1143 N - M 2360 -1269 2380 -1327 >� R - Q 2201 -1143 M - K 2382 -1327 Q - P 2847 -1528 No 47 ft # Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp. Webs Tens. Comp_ " *a m r ft "- o T-C 215 -22 G-P C-S 331 P-H 286 -354 695 -375 -421 D - S 400 - 289 H - N 1083 -1549 V, I `� D - Q 809 -492 I - N Q-E 313 -390 N-J 1928 -1294 320 -377 o-:.1itx _TS� E-P 138 -99 J-M 217 -21 -SERIAL* 40 015A 3E FF 58 8180 BB 7F 49 00 99 2E 85 FB side aumhas t+rasekttems ysd,�ned zrA=alad by mam—i Martbn . � �1, tk. Cd72fl2! an tficdz±c.ShaWrt atxi�a vsdng a SNA�1 sssM;entsaPssasdadr. Pmud 4gPidsaftins daszau tomnat C=Wt rod%*Md and:¢sled and th-.SIP aavftnent4 3tiaaw44 tn�t io Mlfbl rrs anydmtrank =ins. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI `"IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) for salPety 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 bracingQ installed per BCSI sections B3, B7 or 810, e. Apply pfates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of lis drawing,any failure to build the on this drawing or cover page to design shown. The suitability land use of this drawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. I For more Information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: ' www.tpinst.or7; SBCk www.sbclndustry.com; ICC: wwmicesafe.orq Job Number: 136DCS079 Ply: 1 SEQN: 635465 / T4 / HIPS 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: Al2 Wgt: 211.4 Ibs / ... 08/01/17 TB"12 '1'A 5'311 4'8"5 '10�0" 5645 + 5'3"8132"1 P13�4 39'8" 7'8"12 11 =3X4 =-3X61112X4 a3X4 =5X6 D=cvc E F G H I i. i FAA I., FAA. 1 1' , A* S R Q P O N M �' v =3X4 m3X6 =3X4 ra3X8 m3X4 m3X6 m3X4 7'10"8 4'1"8 2'0"3 5'9"13 59"13 20"3 411 T10"8 1� 7'10"8 12' 14'0" 19'10" 25T13 27'8" 31'9"8 398" :6(A2) 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 1720 / 921 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.561 G 842 180 K 1561 1720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.171 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor1.5 K Min B. r9 Width Re q = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Loc. from endwall: not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -2767 H -1 1873 -2960 Value Set: 13B (Effective 6/1/2013) C-D 1811 -2719 I-J 1810 -2719 D - E 1673 -2960 J - K 1644 -2767 Top chord 2x4 SP #1 E - F 2029 - 3246 K - L 27 0 Bot chord 2x4 SP 91 F - G 2029 - 3246 Webs 2x4 SP #3 Lumber value set "138" uses design values Maximum Sot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind; B - S 2395 -1311 P - O 2993 -1625 Member design based on both MWFRS and C&C.N# ' +Lra�4t�w V. S - R 2260 -1186 O - N R Q 2260 N M 2260 -1216 2260 EN t - -1186 - Q- P 2993 -1614 M- K -1216 2395 -1340 4716 '«� 1 Maximum Web Forces Per Ply (Ibs) * Webs Tens.Comp. Webs Tens. Comp. a C - S 405 - 328 P - H 329 -187 S - D 489 - 426 H - O D Q 944 562 0-1 378 - 520 944 562 g a. 7 - - Q- E 378 I- M - 489 -520 -426 a _ a� ° �a ��a�� �► E - P 329 -187 M - J G - P 228 -303 404 - 328 40015A38FF5BS!S0637F4800992E&5FB itk�ramhaar�ecnskztmsirai�jai�nad andxtzalcdhy hSaruelHlattac:6 PE 4FL. ttc.53>.lH21 osrti�ee'a4e shawa aCa�x tr.2ag a SFiT«.1 �.^ffiientka.7tgts ca�fa. Muted cep��ista� do:�er�xara tint a�si�4:xad s3�nad and srsled and the .= .& 1 z0hendtadan code Mast d� vrAflad M aar{ datrorsk coplos **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Nre extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byv TPI anr7'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 sheathinq and bottom chord shall have a pro efly ,jid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 1310, Ile. Am* plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to a division of any its cl drawin'any failure to build the on this drawing or cover page. ie design shown. The suitability Job Number: 136DCS079 Ply: 1 SEQN: 635480 / T24 / SPEC 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A13 Wgt 203.0 Ibs / ... 08/01/17 8'0"1 14'4"11 18'D"1 20'4`1 26'4"l 29' 31'9"9 39'8" 8'0"1 6'4"10 3'7`6 2'4' 6' TA5 2'9"9 T10"7 H°°SXB •4X4 �3X6 12 �g D E F � G I �3X4 T I T 6p °D co I� 1 I Co J!!!!3X6(A1) I1 �MUII(Al)B 1 A R Q S p O N M L =3X6 m4X4 =4X10 ;--3X6=3X8 13'4" 68" 20'8° 8'1'13 3'10'3 2'1"3 6'2"14 7'3. T4" 7'8"11 1� r1' 13 12' 14'1" 20'4"1 27'8" 29'� 39'8' 31'11"5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSI 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 L/# Loc R / U / Rw / Rh / RL / W B 517 1210 1343 / - / 257 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.053 G 999 240 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.128 G 999 180 S" 318 1142 1157 / - ! - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.017 R - - J 900 / 417 / 608 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.042 R - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 1.5 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2014 RES Max TC CSI: 0.621 S Min Brg Width Req = - = 1.5 Load Duration: 1.25 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2007 Max BC CSI: 0.491 J Min Brg Width Req Bearings B, S, & J are a rigid surface. Spacing: 24.0 " C8C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.869 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 F-G 454 -626 Value Set: 13B (Effective 6/1/2013) B - C 172 -454 G - H 758 -1004 Top chord 2x4 SP #1 C - D 607 -222 H - I 774 -1029 Bot chord 2x4 SP #1 D - E 454 -525 I - J 831 -1336 Webs 2x4 SP #3 E - F 454 -525 J - K 27 0 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Plating Notes Tens. Comp. All plates are 2X4 except as noted. ' MA B - R 318 -232 O - N 1069 -590 . t` e ` •$r R - Q 328 -233 N - M 1069 -5W Wind ®s` s, ? ,P Q - P 328 -233 M - L �` �,` P O T78 L J 1117 617 1119 Member design based on both MWFRS and C8C. a - -1087 - No 04M2, -617 r tw: . $ Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - R 330 - 60 O - G 470 - 656 40W ; STATE OF C - P 507 -862 G - M 404 -388 ° 0� P - D 725 -1096 M -1 367 - 445 +wy D-O 1282 -713 H-M ORA 817 -601 e�.a F-O 270 -349 I-L 193 -24 y 1 4001SA38FF508180BS7F4800992E85FB WS aeamiws barn ala ,rs mad and maalad by Vu lMarttaer, -?--(FL. Lk. 0471921 on tha dM 5h+awa atx m trIng a 5KA4 Wuftn=tLzn mde- rYmEad xop�saTztus do:crnra ma nut tcYuitzrntl sf4nai xil :calarP anE its �?.a.? x2rientkatweaez�Ja n+:�t bn aarltied m sapt9actranY: caolbl. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —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) fo'r safety to these functions. Installers shall provide temposrryy practices prior performing bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Locations for lateral have bracingg installed BCSI sections 83, B7 or 610, attached rigid ceiling shown permanent restraint of webs shall per as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW 8uildinqq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the installation bracing trusses.A this drawing cover truss in conformance with AN PI 1, or for handling shipping, and of seal on or page, , listing this drawing indicates acceptance of pprofesstona engineering responsibility solely for the design shown. The suitability this drawing for structure is fhe responsibility of the Building Designer ANSI1TPI 1 Sec.2. and use of any per For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbcindu .mm; [CC: www.iccsafe.orcj Job Number: 136DCS079 Ply: 1 SEQN: 635463 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A14G Wgt 242.2 Ibs / ... 08/01/17 a9'10" 7' + 11'6"4 1T + 19'�t1'0�t 22'8" + 28'1"12 32'8" + 398" 7' 4'6"4 5'S"12 2' 2'10" 5'5"12 4'6"4 7' T 1=4X12 � m6X8 112X4 m5X6m4X6 1112X4 8 M6X6 12 C=rye D TC2 E F G H =9va1 J I h-q,� �1&F\l �� �. ICI T 1114X4 -11'4" 4'4" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 f l NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 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 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W4, W9 2x4 SP #1: 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 93 scab at left end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading #1 hip supports 7-0-0 jacks with no webs. Wind T 12(B3) S I—IR=5X6 Q P O N M 115X8(R) =8X12 =8X12 =5X6 1114X4 28'4" 55'8" 5' " 2 4'4" 6'4"4 6" 17' 22'8" 25 8' "12 32'9"12 39'2" 9 8P. . Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U 1 Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 B _116 / 116 / 30 / - 1- / 8.0 Lu: NA Cs: NA VERT(TL): 0.335 1 999 180 S 4524 / 2025 / - / - / - 18.0 Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 1860 / - 1- 1- / 8.0 HORZ(TL): 0.052 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.3 Bldg Code: FBC 2014 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 TPI Std: 2007 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K are a rigid surface.Bearings B, S, & K require a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H -1 1427 -3199 C - D 2586 -1160 I - J 1678 - 3751 D - E 459 -1040 J - K 1628 - 3574 E - F 459 -1040 K - L 27 -20 F - G 459 -1040 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ++` * B-T T - S 396 -857 403 - 884 P-O O - N 3773 -1705 3773 -1705 N M 3112 a 0% 182 w S - R R - Q 1031 -2342 1031 - 2342 - M - K -1400 3139 -1407 Q - P 2229 -1022 *� Maximum Web Forces Per Ply (Ibs) * TA wfj,�r OF M Webs Tens.Comp. Webs Tens. Comp. �d a�wr T - C 636 -156 G - P 1513 - 630 It C - S S - D 976 -2197 1490 -2832 H - P P - 1 433 -539 326 -673 D - Q 3968 -1748 I - N 337 - 291 $)iE Q-G E Q 878-1853 395 461 N-J J M M-356 625 145 Wind loads and reactions based on MWFRS. Ri(. 40015A 38 FF 5158180 BB 7F48 00 99 2E &5 FB Mitam'bin bemakar yshrn¢dwds¢aladbyMattinas __ F. (&L. ttc."7.ta2j cxt thmda4¢ shmwn atwv¢ u�mg a SNAxi wthmooti uacod& Printed eopta antis dnomma m not crmddcaud skvwdandseand and rise A.'a avrfientsat rrced¢ras t>mt+cr fimst mmyrdatrank alas. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 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 proppery attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pttrofessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com' TPI: www. inst.o • SBCA: www.sbdndu .coin; ICC: www.imsafe.ong i Job Number: 136DCS079 Ply: 1 SEQN: 704053 / T11 / SPEC 4EBB 1828-Cali "C"[DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A15 Wgt 207.2 lbs .. / ... 08/01/17 T 11'15 132 17'11"15 18' " 24'4"1 29' 31'9"9 39'8" T 1' S 5'9"13 3 8" 5'8"1 4715 2'9"9 7'10'7 12 =5X6C m3X4 m3X6 JZZI3X4 M6 0=5X6 E F G -5X12H 90 TT ut m (a) rp m3X6(A1) B Km3X6(At) A _ L T S R� Q P O N M m3X4 m3X4 m4X8 912X4m3X6 m3X8 912X4 1TB" A 5' 21' 4'8""T_ 5�321'1'111"5"73'9811 1 8'877'1.122 1346"4 425 4 51 3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 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 93 scab at right end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: 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)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.053 N 999 240 ♦ Maximum Reactions (Ibs) LOG R / U / Rw / Rh / RL / W B 533 1244 / 354 / - 1277 / 8.0 VERT(TL): 0.076 N 999 180 S 686 / 23B / 349 / - / - / 8.0 HORZ(LL): -0.018 T - - Q 1284 1694 1615 / - / - 18.0 HORZ(TL): 0.033 M - K 775 1354 1532 I - 1- 18.0 Creep Factor. 1.5 Wind reactions based on MWFRS Max TC CSI: 0.593 B Min Brg Width Req = 1.5 Max BC CSI: 0.404 S Min Brg Width Req = 1.5 Max Web CSI: 0.576 Q Min Brg Width Req = 1.3 K Min Brg Width Req = 1.5 Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. Bearings B, S, Q, & K require a seat plate. VIEW Ver: 15.01.01.0402.20 No 4718 tx STATE Of Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 549 - 491 B - C 592 - 585 H - 1 938 - 738 C - D 588 -446 I - J 1003 -739 D - E 246 - 79 J - K 1108 -1072 E- F 549 -491 K- L 27 0 F - G 549 - 491 Maximum Bot Chord Forces Per Ply (Ibs) erW Chords Tens.Comp. Chords Tens. Comp_ B - T 456 - 393 P - O 680 -602 ^ T - S 427 -329 O - N 680' -602 S - R 310 - 233 N - M 881 -WO R - Q 310 -233 M - K 894 -809 ti- !R Q - P 685 -602 115, ''� 0 114#0ON AA- OwI140% SERIAL#. 40 01 SA 38 FF 56 81 BO BB 7F49 00 99 2E 85 FB This itervlm beeit ekamicalp4n.d and" --led by Ma AMarilncr Pi €z1. tt:.YTTt92(cn tAa$aBeahoern ab� u•.�ng a SM�.3 ar7€�entxa�as sods Amstedcgarsorihisdoe 'zrA_got ceaxSdermds nm3andsemlmH 2M the & As3 asehmtotk ntccde mils! tm mitred on urydtttrmrsk mrJOL Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-T 291 -110 Q-H 1510 -1381 T-D 215 -214 P-H 216 -3 D - S 722 -708 H - N 206 -94 S - E 203 - 263 I - N 476 - 557 E - Q 494 -378 N - J 590 -475 G - Q 255 - 321 J - M 266 - 64 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fVabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f BCSI. Unless noted olherrwiset op choror shallehave properly attalcohedrstructurral sheathinlggiand bottom chord shall have a propperryiy id ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or B10, 6OApply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. a division of 'im i,or Torn acce u nce any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability, PH 1 Sec.2. ' J Job Number: 136DCS079 Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 1 of 2 .. / ... 08/01/17 f 7' 9'11"15+ 13'9°12 + 18'8° + 22'4°1 + 28'2"9 + 29' + 31'9 7+ 39'8° 1 T 2'11"15 3'9"13 4'10"4 3'8"1 3'10"8 2'9i 2'9"7 T10"9 134" 2' "l (M LmSxe T 1 1&8" 5' 21' h1' T1"12 2'1115 375 5'1"12 3'6"5 3'8"12 3'0"15 2'11"3 TB"13 1� T1"12 101'11 13'4" 4 18'8" 22'2"5 ZS'11"1 29' 31'11"3 398" 13'6"4 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 Des Ld: 37.00 EXP: C Mean Height: 15.00It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: Any 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 "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. ("")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / 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 too IJdefl L/# VERT(LL): -0.036 Q 999 240 VERT(TL): 0.075 P 999 180 HORZ(LL): 0.013 P - - HORZ(TL): 0.030 P Creep Factor. 1.5 Max TC CSI: 0.615 Max BC CSI: 0.415 Max Web CSI: 0.478 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 e STATEOF ;e4l ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 528 /240 1340 /- /317 /8.0 W 732 / 276 / 342 / - / - / 8.0 U 1218 /549 /690 /- /- 18.0 N 790 / 360 / 530 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 W Min Brg Width Req = 1.5 U Min Brg Width Req = 1.5 N Min Brg Width Req = 1.5 Bearings B, W, U, & N are a rigid surface_ Bearings B, W, U, & N require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 H -1 680 -683 B - C 652 - 573 I - J 680 - 683 C - D 705 - 516 J - K 1006 - 863 D - E 393 -297 K - L 989 -739 E - F 389 - 293 L - M 986 - 766 F - G 680 - 684 M - N 1099 -1106 G- H 680 - 683 N- O 27 0 Maximum Bot Chord Forces Per Ply (Ibs) w `gyp Chords Tens.Comp. Chords Tens. Comp. 10. B - Z 445 - 399 U - T 581 - 508 Z - Y 386 - 323 T - S 577 - 510 ob Y - X 386 -319 S - R 733 - 628 X - W 386 - 319 R - Q 733 -628 W - V 464 - 379 Q - P 911 - 801 V - U 464 - 379 P - N 914 - 802 SERIAL 9: 40 015A 38 FF 5B 8180 BB 7F49 00 99 2E 85 FB ThUite(a'kubeenekctmnkaaysdynedmdscaladby b zrthtos, PE (a. ttc.v47t831 mtimdaft shama abam u;M$ a SRA"i a¢dsasGca4kastadm Frbud captarafthis d�aato not axwdmd oinadand rsalad and ft S'-3 authanCwtsoasccde myna b . VeMw an aeyeltttmrk ceClus. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Z 194 - 72 1 - U 221 - 252 Z - D 228 - 95 U - J 1558 -1419 D-Y 100 -8 T-J 125 -2 D -AA 909 - 801 J - S 203 -163 AA- W 935 - 825 S - K 136 -14 W-F 91 -175 K-Q 343 -191 F -AB 421 -394 Q - M 638 -496 AC -AD 421 -402 L - Q 565 -773 AD- U 426 -403 M - P 279 -65 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an 7 SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly jid ceilingQ. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, le. ADDIV Dlates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. (2efer to 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 r r f Job Number: 136DCS079 Ply: 1 SEQN: 635482 / T14 / GABL 4EBB 1828-Cali "C" /DR Horton MESS 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A16 Wgt: 218.4 Ibs Page 2 of 2 / ... 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 . �i „1 1% STATE OF 40015A38FF5681BG8137F4900992E85FB MUItem kuby cls %bpcda-A5 atadbyuvxvimartbw, PEEL. tis.a<sTUzI an the.eaea ahowa abavn Wing a5K& 3 aaihcrdtat�syusyc. Pmtadcr.P'af"daceacrataraantccrddcredt4gadandwaled and ft"S a,a authantimi nccade nmt baxedfad ray=rdactrant cv$us "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "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 anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rimed ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of prolesslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more Information see this iob's general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.om: SBCA: www.sbcindustrv.com: [CC: www.lccsafe.om .J Job Number: 136DCS079 Ply: 1 SEQN: 704009 / T2 / GABL 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: 131GE Wgt 134.4 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 " 1018' 214' 1018" r 10'8' (TYP) I =4X4 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psi MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 21'4' 21'4' 21'4" Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pt NA Ce: NA VERT(LL): -0.001 H 999 240 Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Snow Duration: NA HORZ(LL): 0.003 R - - HORZ(TL): 0.003 R - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.108 TPI Std: 2007 Max BC CSI: 0.033 Rep Factors Used: Yes Max Web CSI: 0.098 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 No 047162 �r `. STATE OF SERIAL #: 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB afsh lrem 8t�s@acan e{eclroa i�s°tgned au9ss2lsd5} LLUAA MWune3, �F(R.SH[.�37FB2I miftiedadr shnwaatxtva tgasxA.3 auffis antzpt�rr. amia. Ptutud capincithk dwumcnaaranot=W&red*ned nd=bd and ihs;.�a auti�ent�9i9saunla m+at �emcrif3xd nR saydadranis cnyias� 1 t 1' 1 ♦ Maximum Reactions (Ibs), or •=PLF Loc R /U /Rw /Rh /RL /W Pe 81 / 37 139 /- / 11 / 255 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 1-1 304 -24 B - C 87 -120 J - K 253 -21 C - D 80 -90 K - L 202 -23 D-E 105 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 -84 G-H. 253 -21 O-P 81 -113 H -1 303 -24 P - Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 -83 D -AD 88 -65 V - K 153 -73 E-AC 101 -74 U-L 100 -73 F -AB 100 -73 T - M 101 -74 G -AA 153 -73 S - N 88 -65 H - Z 187 -83 R - O 174 -103 X-1 0 -162 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "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, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly K7id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 83, B7 or 910, le. ADDIv plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to a division of its drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability, 1 t Job Number: 136DCS079 Ply: 1 SEQN: 704010 / T3 / GABL 4EBB 1828-Cali "C"/DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: C1GE Wgt: 78.4 Ibs .. / ... 08/01/17 7' + 14' 7' T --1'8"—+-1'4" -- ITYPI G=4X4 14' 14, L 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L- 84 / 39 140 /- / 12 / 168 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 E - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.003 E - - Bearing B is a rigid surface. Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria CreepFactor. 1.5 Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - I 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 D - E 113 -17 J - K 87 -89 Lumber E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Botchord #1 Chords Tens.Comp. Chords Tens. Comp_ Webs 2x4 SP #3 SP 3 Lumber value set "1313" uses design values B - V 145 -46 R - Q 164 -49 approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -50 1kIII 1111 U - T 158 -48 P - O 155 - 51 Plating Notes T - S 161 -49 O - N 150 -53 All plates are 2X4 except as noted. S - R 164 -49 N - L 144 -55 Windae^ �+ ��' Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. #0,47 » Gables Tens.Comp.Gables Tens. Comp. Additional Notes ffiC C - V 122 -56 Q - H 205 -83 See DWGS A16015ENC101014 & GBLLETIN1014 for T D - U 115 -75 P -1 159 -72 gable wind bracing and other requirements. E - T 169 -72 O - J 115 -75 t STATE OF F-S 205 -83 G-R 13 N-K 122 -56 0_0a l -89 40'015A38 FF 50 8180 BB 7F49 00 49 2E 85 FB Aidt item Aaa°aemekziran'era ysd tcda--;sealed by Htarr.^sihrarunea _ -M. tie.nrtiszl on the da!¢ allac�a alarm uctng asHh3 auibeotka•.:�Sarxfr. F,uad copies nrth& d==tnta not ctsddmad sign and=Iad and itsx S"iA-a authmtf alknCedene4t travnrifW cnaet*doctrank cecin. "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 Safety Information, by TPI anr7'SBCA) for safely practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper id ceilingq Locations shown for permanent lateral restraint of webs shall have bcing installed per BCSI sections B3, B7 or 810, )e. Ar)Dly ra Plates to each face of truss and position as shown above and on the Joinf Details. unless noted otherwise. kefer to a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ this drawing, indicates acceptance of professfonat engineeringg responsibility solely for the design shown. The suitability to of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS079 Ply: 1 SEQN: 704014 / T19 / EJAC 4EBB 182B-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 14 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs .. / ... 08/01/17 1 7, T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category:11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: 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 Al Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Deti/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.021 D - HORZ(TL): 0.031 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.496 TPI Sid: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 40 01 5A 38 FF 58 8160 BB 71748 00 69 2€ 85 FB ifshsItarnirazCccnck��s3 rtadm9leafedbyMavAmuthncr, HE frL. thc. 04nazi an the daw Sham abawa wjnsa SH& I a,nlsantata�,.assaadde. apmud copi�ofthis dooaemtxm not cardtfiYed%4pwda dsuled and the Sala.: authentk atbncode ea, .t be *uffied awanydectmnk rcthas. C ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 336 1117 1259 / - / 173 / 8.0 D 127 120 / 101 / - /- 11.5 C 171 /133 /91 /- /- /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) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 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, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) r safety practices pnor 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 pperly 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 JoiniDetails, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of any tis drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability , , f Job Number: 136DCS079 Ply: 1 SEQN: 704013 / T16 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 08/01/17 T f 1' 5' 5' Loading Criteria (psq 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: it EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chard 2x4 SP #1 Lumber value set "l313" 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 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.009 D - - HORZ(TL):-0.011 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 15.01.01.0402.20 No 102 e e STATE . 40 015A 38 FF 58 8180 BB 7F48 00 99 2E 85 FB SftithamHaaDemckcta.,n ys¢gncdand =ledbyPAax.*alMmUncs, ?E (A.. Sic. r47M21 an thrda5c dhawa a6ax u•�ag a 53iA-a "atr=um mde. prwvdcopwoftti�docsrrsraatanot crosi5aadsfg and=lad and the ---WI svStrc.tation"a Mf k tat axttftci as UWdectmok CDIat: C ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 263 / 96 / 208 /- / 129 18.0 D 90 113 /70 /- /- 11.5 C 119 /93 162 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatinG handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) tsafPety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted ovherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly olid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq 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 ivi t, or Torn acceptance any structure failure to build the g or cover page in. The suitability r t r J' Job Number: 136DCS079 Ply: 1 SEQN: 704012 / T17 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH' DRW: Truss Label: BJ3 I Wat: 12.6 Ibs / ... 08/01/17 T M O In � T 2X4(A1) B M CV A D Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 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 #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. AL 3' As Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl L/# Pf NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.004 D - HORZ(TL):-0.004 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Std: 2007 Max BC CSI: 0.072 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.01.0402.20 WAVE r No 047182. STATE O SERIAL It 40 O1 SA38 FF 5B 81 BO BB 7F48 00 99 2E ti5 FB itamn,�8ze•cfackcYaaa€r ¢sSynad a¢stseafad by MWXZrtairtt3ez, ?&.m. uc.0 711121 on �ffi ahowrt abaree tr.Snga SN,b-i ax-tii ertrat3en code. meted cry n arttds doracze xt ama not czrmridcrad *7,.d and erabd and the SX0,1-4he.6rationoodarn� .t 6a4rrified on=yd.tmnFz =im. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 76 / 162 / - / 86 18.0 D 51 /6 /41 /- /- /1.5 C 64 /51 130 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Erg Width Req = - C Min Erg 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 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire 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) 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 aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, le. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of iNi 1;ortorn acceptance any structure failure to build the g or cover page in. The suitability web 1 I , Job Number: 1360CS079 Ply: 1 SEQN: 704011 / T18 / JACK 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs / ... 08/01/17 12 6 C B 2X4(A1) M o LO 4" 3 �- A -�- co D 1' �— — 1 t 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 150 / 77 / 145 / - / 42 18.0 TCDL: 7.00- Speed: 160 mph Pg NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 118 /- / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - C -14 / 28 / 25 / - / - / 1.5 Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ L 0.001 D - - ) Creep Factor. 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code I Misc Criteria NCBCLL: 10.00 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2, TPI Sid: 2007 Max BC CSI: 0.015 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15.01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp_ Lumber A- B 27 0 B- C 28 -19 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Maximum got Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind��5� Member design based on both MWFRS and C&C.EN `8Z w � as gse. STATE OF g�, 'ter Ao �'0���t 44 � A SERIAL tk 40 01 SA38 FF 56 81 BD BB 7F 48 00 99 2E 85 FB T.hu ItemAas bsmtsiscilt ys med&,A watedtry maaszrl Martinsz, z£VI.. uk.0U1921an !?�s7 e3s shaa�n al�amm !r.Saga SNR»i aoM;antkatmwwsls. ,'�btad eespissaSthh doccr»e.,t asa trot eexsstdeasd sfgrsad and sealad mzd tFc 5+.A,T asaheniin2iccsr is Host De xsrificl maaydxirank aylst.. "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 Componenf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, (tefer as applicable. Apply plates to each face_ of truss and position as shown above and on the Join Details, unless noted otherwise. to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI/ -I PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, , for the design The listing this drawing indicates acceptance of ppro essionat engineering responsibility solely shown. this drawing, for is the responsibility of the Building Designer ANSIITPI 1 Sec.2. suitability and use of any structure per For more information see this loWs cleneral notes a e and these web sites: ALPINE: www.al ineitw.com: TPI: www. inst.o • SBCA: www.sbdndu .com- ]CC: wwwJccsafe.o Job Number: 136DCS079 Ply: 1 SEQN: 704015 /T21 / HIP_ 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss Label: CJ7 I Wat 42.0 Ibs I I ... / ... 08/01/17 67 9110"1 6'3" 37" E 61"4 3'2" 61"4 9'3"4 6'1 -Vidiiii Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSI 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): 0.015 G 999 240 B 330 1208 / - / - / - / 10.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 1175 / - / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - 1- l - 1 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Cree Factor. 1.5 P B Min Brg Width Req = 1.5 TCDL: .psf Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 n Brg Req = - E Min BWidth R Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = -gearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/l 0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 15,01.01.0402.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 14 C - D 55 72 B - C 330 - 65 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - G 604 -290 F - E 0 0 3)IfJj �df G - F 591 -288 Special LoadsMA -(Lumber Dur.Fac =1.25/ Plate Dur.Fac =1.25) t�t f@` ' #► TC- From 0 If at -1.41 to 55 If at 0.00 P p '"« *oar - Maximum Web Forces Per Ply (Ibs) TC- From 2 plf at 0.00 to 2 plf at 9.84 « a «.' +4v. Webs Tens.Comp. Webs P' Tens. Coin p' BC- From 0 pif at -1.41 to 4 plf at 0.00 �° " ate. G - C 266 -47 C - F 345 709 BC- From 2 pif at 0.00 to 2 plf at 9.84 +No 047182 TC- -7 lb Conc. Load at 1.41 ift * + TC- 128 lb Conc. Load at 4.24 mw « emi TC- 238 lb Conc. Load at 7.07 1. BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 STATE OF BC- 179 lb Conc. Load at 7.07 :* � Wind,�*** Wind loads and reactions based on MWFRS. 4*0.' 40 01 5A 39 FF 58 81 SO 8B 7€49 00 99 2E 85 FB ThitItembasDcmakctnssica jxldxiasisasd=afadbyMua lMatascz .. (.. ttc."7021 on the d=shown d M ust's a SHA 1 XUthCntxtatirnrode. Flig'od cepirsafthis doctae¢ AUC not UVWd Wed S4g+a=and sealed and th* SXA,1 authcndmfi mrode mrut Da acrif€ d m asydactmrek coolar "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) tr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 16OA-Z for standard plate positions. Alpire, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover p�e_ listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The su" blllty and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = LOD ❑rt 120 moh Wind Soeed. 15' Mean Helaht. Partially Enclosed, Exoosure D, Kzt = 1.00 2"Brace Goble Vertical. Spacing Species I Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace Il (2) 2x4 'L' Brace rw (1) 2x6 'L' Brace ■ <2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7' 124 2' 12, e' 14' 0' 14' 0' S P P #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' V 7' 8' 7' 1t' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' p F Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 1 14' 0' 14' 0' 01 4' 0' 6' W 6' 11' 7' 10' 1 8' 2' 9' 4' 9' 9' 12' 4' 12' 9' 14' 0' 14' 0' -� (U S P C IL D r #2 3' 10' 6' 7' 6' 10' 7' 9' a, 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' to, 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' to, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' :p _ S P F 03 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10' 13' 9' 1 14' 0' 14' 0' 14' 0' U I 1 Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O fl P Standard 4' 2' 6' 1' 6' 5' 8' V 8' 8' 10' 5' 1 10' 10' 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' Ill 9' 0' 9' 4' 10, B' 11' 1' 14' 0' 14' 0', 14' 0' 14' 0' S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 44' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 101 8' 6' 9' 1' 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' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 1t, 10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P rc #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' L� U Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0'. 14' 0' O Hr 1 r Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' It' 6' 0 12, ' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' V 8' 5' 8' B' 9' ill to, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d 03 4' 9' 7' 4' 7' 10' 9' S. 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' !0' 1' IS' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .--4 Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Diagonal brace option vertical length may be doubled when diagonal brace Is used. connect diagonal brace for 600# at each end. Max web total length is 141. Vertical length shown In table above. Connect dlagonol at midoaint of vertical web. AN ITWCOMPANY 13389 lakefront Onve Earth City, MO 63D45 Truss 2x6 DF-L #2 or better diagonal brncel single or double cut (as shown) at upper end. Zti t Jilt 4L `U1 Refer to chart above or PI wwVARNDIGIww READ Na FOLLOW ALL NDTM.EI1 THIS DRAWM ..DD'ATAHT- FURNISH TIOS ➢RAVING TO ALL CONTRAC70M DiCLU01N0 THE MSTILLLEAS. Trusses require e.trene care in fabricating, handling. SC•shipplrp, hnstalUnp and bracing. Refe i, and C dlo. the latest edition of SCSI (Bulding Component Safety Informatlon, by TPI and SBCA) for,:safaty attic.. prior to performing these functions. Iret.Uers cWt provide tarporary bro 2 per PML iless noted otherillse, top chord shall have property ott.:h.d structural .hea arW botton chord call have a property attached rigid calling. Lacatlons shorn for permanent lateral restraint of .ebs - wil have brocblg lnstotled per SCSI sections 43, B7 or 1110, as (cable. Apply dotes to each face Bracing Group Species and Grades, Group At S ruce- Pine- Fir Hen -Fir NJ / #2 Standard 11 #2 Stud 03 Stud #3 Standard BoUoas Flr-Lnrch Southern Pinew.r #3 #3 stud Stud Standard Standard Group B, Hem -Fir #I & Btr xil Dou las FlrLarch Southern Pine..= al ut #2 xi2 lx4 Braces shall be SRB (Stress -Rated Board). :.For 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 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) nails. )K For (I) 'L' brace space Ma lls at 2' o.c. In 18' end zones and 4' ac. between zones. )i())KFor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones, 'L' bracing must be a minimum of 80% of web member length, Gable Vertical Plate Sizes Vertical Len th No S lice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 less than IS' 6' Greater than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions ngth. not addressed by this detail. REF ASCE7-10-GAB16015 J = DATE 10/01/14 DRWG A16015ENC101014 truss and position ac shown above and on the Joint BetaYs, less noted other.ise. .. ����' 71P rfer to drawings I6CA-2 for standard plate positions. : O Pr, Alpine, division of IiV Hulldin Conponents Group Inc, shall not be respons&+t. for an d (.Von from 1y, yy m S �j At dro.a d ono fIf a to td the truss io conformance with ANSI/TPI 1, or for haM6)p, slJpping, •a 'tallation & brndng of trusses. yr - i't a� I0 \\ A seal on thisdrawingor cover page listing this drawing, indicates acceptance of professional t>W". � rv� \\ r strucF- is the more Information far the design tlx ,&!k➢nOrW Designer par note. P 9e and the.. Sec sites ary9�/�4bwdl�i7 ALPINE, wwwatpheltw.con, Tel, www.tptnstergl SBCM we-ttindustry.org) IM .ewlccsafaerg TOT, LD. 60 PSF SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10) 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 1pn mnh Wind Cneed. 3n' Hpan Hpinht. Partlntty Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace Kr (1) 2x6 'L' Brace K (2) 2x6 'L' Brace No Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' U O S P F F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' It, it, 13' 7' IV 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11, 2' it, 11' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 1l' 9' 8' 10' 4' 13' V 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 1 8' 111 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 1 12' 0' 13' 9' 1 14' 0' #3 31 7' 4' 10' 5' 2' 6' 5' 6' I1' 8' 9' 9' 1' 10, 1' 10, 10, 13' e' 14' 0' d D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' It' 8' 9' 9' 1' 10, 1' 10, 10, 13, g' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13, 0' U #I / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' e' 9' 111 10' 4' 13' V 13' 7' 14' 0' 14' 0' Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' i O H F Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 1 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' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5' a, 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' to, 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ '--DI D F L Stud 4' 1' 5' 11' 6' 4' 7' It' 9' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14, 0' 14' 0' 14' 0' 14' 0' d S P F 03 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' L3 X U O F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, it, Ill 5' 13' 7' 14' 0' 14' 0' 14' 0' 01 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 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' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d 03 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' it, 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 011 �—+ D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' — Atiout able Truss Diagonal brace option T vertical length may be 00 doubled when diagonal l8' X brace Is used. Connect L diagonal brace for 690# at each end. Max web Brace total length Is l4'. 31E)Y 2x6 BF-L 02 or better diagonal r Vertical length shown braces single 18' in table above. or double cut L 1 45' Co. shown) at upper end. Connect diagon l at mldoolnt of vertical wet �IJ AN OW COMPANY 13388 Lakefront Drive Earth City, MO 63045 W^L Refer to chart above for max gdW i41ft&4leng• -WARNING" READ AND FOLLOV ALL NDTES ITN THIS BRAVDIfd ..D1pURTANTKs FURNISH THIS DRAVM TD ALL CONTRACTORS INCLUDING THE INSTALLERS, � Trusses require ewtreme care In f.brlcatng, handling, sNpphg, Instnlling and bracing. Refer to and Row the (.test edit]— of BCSI CBu1dVg Component Safety Inf--tl-, Ey TPI and SBCA) for sofaty (� N .dices to performing these fund!—.. Inst.tlers shall pr-ld. temporary i—ing per BCSL prior tNnO and bottom chord less mated otherwise, top chord shall have properly attached structural sh­ sat( hay. properly attached rigid celtho. Locatlons sham I— perm.-M lateral restraint of webs �S Z �Q Z atl In— bracngg hst.Ued per SCSI se Vt B3, B7 BID, as pptk.ble. Apply plates to ead, I-. amd on Jaht Detals, IrAess noted otherwise. truss and poshlon as shorn above far to drawings 16OA-Z for standard plate positions. Inc be devlatan from = = ATE OF Alpine di slon of ITV BALM Conp-ants Group sh.il rot rasp-sm(e for any Is drawhli.wry f.k-. to buUd the truss h conformance with ANSI/TPI 1, or for ha=,, shipping, �..Q Q tallatian & b-.N of trusses A seat - this d^aeft c cover pope Dsilne this d—Ima, indcates acceptance of profess! -al �Q� O n 1�t ' g}raerlrg rasp-sR+Nty solely for the d..IM amen The sultoWlty " use of this dit l g r any st`,actre Is the responsblity of the SWdl V Designer per ANSI/TP1 1 See2 'F'f, For nor,, information see this J b'BeSBCNt ..te.cpage d these ..b cnfaarg ALPINE, wee.atpineitw,conl TPh wee. bus c s Bracing Group Species and Grades) Group Al S ruce-Pine-Fir Hem -Fir p1 / #2 Standard #2 Stud w3 Stud #3 Stnndnrd Dou las Fir -Larch Southern PlnerKK #3 Studd Stnndnrd E2dard Group Bi Hen -Fir UI 4 Btr #1 Dou las Fir -Larch Southern PlnewKK #1 #1 #2 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board), rrFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group D values may be used with these wades. Gable Truss DetOA Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.12814.0' m1n) malls. For (1) 'L' brace, space naps at 2' o.c. In 18' end zones and 4' o.c. between zones. )K)Kror (2) 'L' braces- space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. 'L' brocing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len tin No Splice Less than 4' 0' 2X4 Greater than 4' 0', but 4X4 less than 12' 0' 4 Refer to common truss design for peak, spike, and heel plates. Refer to the Building Designer for conditions not addressed by this detail, REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD, 60 PSF X. SPACING 24.0' 4 IT Relnfoi Menk I Go Tr Gable Detail For I Pt —In VPrtirnls le Truss Plate Sizes )propriate Alpine gable detail for z 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 apped plates to span the web. 2X4 2X44X8 vroviae connections ror upurz speciriea on zne engtneerea cruse aesrgn. Attach. each 'T' reinforcing member with End Driven Ndlls 10d Common (0.148'x 3',min) Nails at 4' o.c, plus (4) malls In the top and bottom chords. Toenailed Nailsr SOd Common <0.148'x3',min) Toenails at 4' oc. plus (4) toenails In the top and bottom chords, This detail to be used with the opproprlate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENCLOLO14, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A16030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOIO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' RelnForcing Member Member Toe-noll - 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 materlal must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP q3 '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 ..WARNINGes REAM AND FOLLOW ALL NOTES ON THIS DRAWING ��tt%r REF LET -IN VERT es1NPORTANTa FURNISH THIS DRAWING TO ALL CONTRACTORS DMUDI Mi THE WSTALLERS `�� • ` T. r'T J`( ?. �� Trusses require extreme care In fabricating, handlho, shipping• installing and bracing. Refer to and `��` DATE 10/01/14 folio, the latest edttlon of BCSI ®uRdng Conponent Safety Nfomatlon, by TPI and SBCA) for safety ^^ C Atc� '!/'� practices prior to perioming these functions, Installers sholl provide temperary bradng per BCSL Llvt7R+ Unless melee ather.ise, top chord shall have property attached structw'l sheathhg and batten chard �, t.�'; DRWG GBLLETIN1014 shall have a properly attached Nge1 sections lA3, R7 S shorn for permanent loternt restraint of ace Q ri �fI of Mve brnpa installed px BCS[ sand — the J or Det as *PpAtcaunless to.ma d otY ptataS"Ist. to each fete IILII� IIUII of thus and ppoosition as shorn abo a and on the Joint Oeta¢s, wdess noted other.lse. = - Refer to dra.eps I60A-Z far standard plate posltlons. .. Alphe, a dvlslon of ITV 8u0.dlnp Wnponmts Gr �p Inc shall not be responsaUe for an deviation from AN RWODMR4NY this s o.Bg any faCure to bu d the truss M conFornnrce elu ANsvTPt t, or fv nnnm R, snrop6 g e�T 7 OF t�X, TOT. LD, 60 PSF hstnllntbn 6 broctrg of trusses.. A sent w this dw.hp ar aver pnpe IlsUng Ills dro.Yp, hdkatrs ncceptonce of professbrol % '0 engheerhg responsb¢ity salNY far tfie deign shorn. Tha avltob¢Ity wd use of this draNng 5 p �`/ O RUR, FAC, ANY 13389tfor any structure !s tM responsWmy of the BWdMg IMslyer Per' ANSVTPI 1 Sec2 1111 C Earth City. t Drive far more information see this Job's gomerot notes page and these web smear �i ��C`S C`� �`\ MAX, SPACING 24, 0' Earth Ci ,M0530.16 ALPONE, ....atahNtw4oml TPA w.etphst—Ai SBCA, .....b.Mdustrysrgl ICO Valley Detail - ASCE 7-101 160 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, x)E 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 2xG, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members. All plates shown are ITW BCG Wave Plates. 3X4 12 12 Max. 2X4 X4 i -- 8-0-0 max 4X4 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, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley X4 W,�_ 20-0-0 (++) -I Supporting trusses at 24' o.c. maximum spacing. 2X4 4X4 Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detail MVAR09OU RM aim FVU.0V aLL R= ON TM ➢Ravgtm aLL CaWRACMRS DCUM TMS B a MPMTAW29 FUMS11 RAVM6 TO M6 TIE DLSTALLERS ���•'��4,. t11t1-}R "�� TC LL 30 30 40PSF REF VALLEY DETAIL DATE 10/Ol/2014 Trusses requk-e e.trene core N fabricating, MrdtMO, sHpp6,g, 1-UtUr,o and bracing. R.fer to am rr- rs ''�i ,' � � � �'C DL 20 15 7 PSF fdlo+ the latest ellon of 11 OAd, Cowpawnt 111, Infornation, by TPI I SAGA) fr safety to BCSL sttructural�ecfhingkleonr. Rchard l�jE St'Rt � j DRWG VAL160101014 Uri of ascrwted otherwishall haw properly attached bpomttow chord w p shall nave a properly attached r1lppild retlhp. Locations sha.n for pernanent taterat roctrdnt oe .ebs �` - ` B DL 10 10 10 PSF f1 f� II ILJ1� 2 shalt have bracing Installed per BCSi sections B3, 87 r 810, as nppUcoble. Apply plates to each face c sus U,a.n tr�a Job+t n.teRo, Wass not¢a oth.rdso. = �/ 6 LL 0 0 0 PSF d IL�� and pomton as ntwva aw on Refar to draXrg 16W1-Z for standard plate positions. = 55 AN ITWCOMPANY alpinr, a division of ITv Bun� Conporwnt¢ Groouupp Inc. shall at be rosponsmle for any devlatton fro. tNs dravft, any faure to bull the truss In confornnnce .ith ANSI/TPI 1, r for hnmAing, shipping, -r �+, E OF � '� TOT. LD. 60 57PSF Installation 1. k r " of trusses. A teal — tlJs draeing r cover page Uciig tWs dro.hy kMcates .a pto of professional �p respanso�Uq solely for the assign sham The suttabllty aM ice of ca. dra.eg fr nny sir�cLr lc tha rs pan.AAMy of ttw gu1,Yp Desgn— per A16VTPi 1 Sec2 �� -J- A .� Q a/ d`p VP 4K/ i� .�` • R, '�" UR.FAC.l.25/1.33 1.15 1.15 MON O,ive For ware ,nfor,ttlon see tHs general rotes ppaag. and the.¢ .eb Mt.. '��T �• v EaM City, MO 630a6 Eadh City. ,lob's ALPINE .—Idneltscaw, TPI, n.Acb torol SBCA, seesbd dust yorg; 1C0 ee.Jcesaf —a /i,�t31r1 Ain , �: �.`vv SPACING 24,0' _ - Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 160 in Wind, 30.00 Ft Mean Hot, ASCE 7-10, Enclosed Bldgg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1,0. Or 140 nph wind, 30.00 ft Mean Hot, ASCE 7-10, Enclosed Bidg, 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 building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restraln 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 additlonal loads such as cupola, steeple, chimney or drag strut loads. ■r Refer to Enoineer's sealed truss desion drawlno for cloovback and base truss soecificatlons. Detail A 1 Purlin Spacing = 24' o,c, or less 12 ena5 ano az c- max u,- 5pauny m c,r,.wrrn, Detail B 1 Purlin Spacing > 24' o,c, 12 Up to 12 Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0135'x3.5') and secure top chord with 2x4 ri3 grade scab (1 side only at each end) attached with 2 rows of 10d box malls (0.12B'x3') at 4' ono Attach purlln bracing to the flat top chord using o minimum of (2) 16d box nails (0.135'x3.5'). 4' \\ I I \\ / I I I I Pu2Spacing > 244'' o.c. max Full L(/ Top Chord Scab (Typical Each End) Chord Flat top chord purllns required at Depth both ends, purlln spacing Note, If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. 1�,s+�JJJJJJJjj WARNMO. READ AND FDLLaW ALL MITES w TWS DRAVMB .��` `� ,g94f,. .@<PMTANTo Fl1RNISH TIES DRAVD4 TD ALL CONTRACTCRS DICLUDDIG THE DISTALLERS Trusses require ewtnM care h fabricnting, hvrdlhg shipping, hstalUng and braceg. Refer to and {' r� follor the latest edltion of BCS1 (BuZoing component Safety Infornatbn, by TPl and SBCA) for safety �` C �,�� pprrnctkes prior to performing these nmctlons, Installers shall p—ld. terporary �bracing per BCSI. Unl s noted otherM6e, top chard shall have properly attached structural sh6atYfing w.d hotton chard \� shall have a Property attached IOW celhg. Lo[ations snown For pen+onent lateral restratr+L of ebs ti chap have brocing thstalted per B I sectonc B3, 87 or B10, ac appit-W.. Apply plates to each face of truce and Position ae shown above and on the Joint DoWlc, unless noted otherwise. Refer to drawmps 160A-Z far at"ardplate positions. Mpine, a divisor of ITV BWlding Components Group Inc. shall rot be responsible for any al -..Von fromAT AN 1TIN OOMPATJY this drowing, any falure to bind the truss In conformance with ANSUTPI 1, or for handling, shipping, e op hsLaltation L bracing of trusses. 1-0 A seal on tlds drawing or cover page UstbV this drawing, k katez acceptance of Professional engtna ing rvspon.MAlty solely for the design 9mvn The aitabUty and usr of this drawing faranystrucIs tlfe rospon,AlltyBuAd6ng Designer per ANSVTPI 1 Sac2 73389LaiefronlDrive For more hfarmation see this Job's general notes page and these web sites,3tKQ)/�p� pe` Earth City, MO 63045 ALPIND wwwAlphalte.conl TP11 www,tphctorgl SBCA, wwwsbcoductryargl IM nwlcccofvarg _�<ls,/`v'flln� Piggyback cap truss slant nailed to all top chord purlln bracing with <2) 16d box malls (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c. Attach purlln bracing to the flat top chord using (2) 16d box rolls (0.135'x3,5'X The top chord ri3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) into cap TC b (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) 0.120'4375' nails. Note+ Nulling thru holes of wave plate Is acceptable. r In addition, provide connection with one of the following methods, Trulox Use 3X8 Trutox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0,120'x1,375' malls Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach @ 8' a.c. with (8) 6d common (0.113'x2) malls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' c.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF rig, full chord depth scabs (each face), Attach a 8' o,c. with (6) 10d box nails (0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. Front to back faces, 28PB Wave Piapyback Plate One 28PB wave pl gyback plate to each face @ 8' o,c. Attach Veyth to piggyback at tine of fabrication, Attach to supporting truss with (4) 0.120'x1,375' nails per face per ply, Piggyback plates may be staggered 4' o,c, front to back faces, SPACING 24.0e EF PIGGYBACK ATE 10/01/14 RWG PB160101014 Hip Frame Details Hip Frame VIAVA MI- B GI 2: 'R' Ithed Use this detail ASCE 7-10, 180 for: mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer. is designed to provide bracing for flat top ASCE 7-10, 1GO 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, StructurVq4 anels must be property attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiQ.r'fsi�ld i��''Nfwrlins, -VARNVXB- WAD NM FmLnv ALL NaTEs u+ T= BRAVMG � � REF HIP "FRAME ■-DWMTANTn FURNISH TWS WAVIW Ta ALL COUPACTIM IM]JIBM TK MTAUMM �P �GEIVq Trusses requ0^e extrens care h fabricating, hondUng, shipping, snstalting and bracing. Refer to and V DATE 10/01/14 foil.. the latest edtron of BCSI (Mdng Canponont Safety Inforeatk" by TPI and SBCA) far safety N prankee pray to performing these functions. Iretauere :Vail provide cwmparen'y bracing per BLw7. IMesw noted othertlse, top chord shod rove properly oetavied structural mea ng ma button a,ord = * _ DRWG HIPFRIS01014 .ball have a propeHy Id ntpW cdl4ip. Locatt-s, slam For permanent MewI restraint of webs _ shall hove braWg ion ass par BCSI "Cum th J or BIB, as antesshno Apply plates to each Pace ` d 1LL1�r�_�1�1�1 aF truss and positron .s slw.n above and on the Joint Betols, antes: noted otrrntse. SA E U Refer to drawings IMA-2 for stand-cl plate positions. % .Q OF Atphe, a dvisan of ITV Building Components Group Inc shall net be responsible for nity d-1 tbn from S A- eQ` AN TNODMPANY thls dra.ing any fall a to bu6tl the truss In conformance with ANSI/TPI L or for ha dung sWpp nB, V s,st.latwn & br.cbrg f trusses. A seal on this drawing or cover, page as" this dreeYg, Ir.9-tes acceptance of professierot eng responsbllty solNy for the des shown" TM sultobllty and uu of the drn.Yg �Y� >t Ipt�ty��{tt 13389 Lakefront Drive for any s�e 1s fine respmmmelty oP tFv BuAding Beslgrw.r pm ANSLTPI 1 SeeC x?ffdf"td�4p\`t t h Earth City, MO 63046 for nore Information see this ,Job's general notes page and these .eb sites, !!///lllllllllt tt \! ALPINE- ...aip4witw.coml TPD www,tptnstargl SBCAr ww%shclndustry4M ICO ww.JccsaFe.org CLR Reinf orcing This detail Is to be used when a Continuous Lateral Restraint (CLR) is specified an a truss design but an alternative web reinforcement method Is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(-)O T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement 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 807 of web member length, T-Reinf, L-Reinf. Scab Reinf orcementi Apply scab(s) 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 807 of web member length. Scab Reinf, T= T c,LL�� M �� � ,,� TC LL PSF REF CLR Subst, eel�TM WAVM DGTAUJ= Refer to ��.�'``�E� ,� �f ��� Trusses require extrene care In fabricating, handling, sWpping, blstoleng and bracing, and folio. tho latest odiUon of BcsI CB UNN Cosyarrent Safety tnfornaUon, by TP[ and SHCA) for safety to these functlon6. Installers shall teegorary bracing per eCSL A\ 1(' f�++ ]�I �`YS TC DL PSF DATE SO/OS/14 DRWG BRCLB$UB1014 pprrnctkes prkr Performing pravkle WI ss rested otherelse, top chard shall have property attached structwel sheatwng and botton chord `�`� ��V C DL PSF br Q shnll Mve a properly attached riggd ce71Ng. Locatbre shown for pernsneM lateral restraint of eebs tlloll hnvo brntlrgt in ledper BCSI sections th Joint or 81g, ns appA�lcabno Apply plates to eotll Paco f truss andpo snlon ns shoes hove And on th• untecs rested otherelse. _ — (Vy(� A ✓T1_`''/ X C LL PSF ions.Iktnts, Refer to draehigs 160A-Z far standard plate posttbns. Alph, divisbn [TV BJlding Conpanents Group !na 6e For any devlatian fro+ — _ PSF AN MCOMPANY of shalt not responsible Ws dra•hg nr y fa0.we to hu0.tl the truss h conFornonu elth ANSI/TPI 1, or for hand tng SNppb g, _ E bP ❑T, LD, Installation t bretlng Of tru6ses. A seat on this droe6p or cover page itstNg this dreeNg, nwcates acceptonce of profes6lamt en�b� g reapmsat0.lttyy sdely Por tM design whom The sWtnb0.lty and use of this draek,g any- ?s ruet,re the raaporrdbtlty of the &dlding 1lestgner per ANSUTPI 1 Sae2. For , �,,�.yt ,i . " F� Ie 7'iFi ` (�`` '¢ k4 1J DUR. FA C. 13389 Lakefront adve Earth City, MO 63095 For nore Info ti- see this Job's general notes page and these eb sites ALPINE, eeeaeon leinelte, TPI, eee.tobus tst.— SRCA. eeeshctndtrv.orol Icd .eel=safe.ora — yyV 41.. )e fa\7 _ _ _ Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area <B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Applyy one scab per face. Minimum side member length<s) = <2)(L) + (B) Scab member length (S) must be within the broken panel. Noll Into 2x4 members using two (2) rows at 4' o,c,, rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices, This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. S L L 4' o.c. --i Typical ~ + O + O + O + O O + O + O + O + Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trite Row Staqqered Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# - 800# Web Only 2x4 18' 975# 1055# 1295# 1415It Web or Chord 2x4 r 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 0 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 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 6660# Knlnun L Dlstonce wsvAw PUM READ AND FMUV ALL NDTES a TFDS DRAVDiGI REF MEMBER REPAIR o11PQiTANTo iIIRWSN TtDS DRAVING TO ALL CUITRACTQiS INCLDOItIG TFE INSTALLERS E� ai Trusses require estrene care In PabrlcetIng, handling, shipping. Installingg and broch0. Refer to and DATE 10/01/14 Follow the latact vdlGon of HCS[ (Buedtrg Conpanent Safety Infarratlon. by TPI and III for safety S sj s practkoc prior to perforreig these functions. Installers shot( provkle terparary bracing per DCSL DRWG REPCHRD1014 Unless noted otherwise, top chord stall have properly attached structural sheathing on bona+ chord1 shall have a properly attached rigid calling. Locations shown for per,cnent lateral restraint of webs DC r d �� shall have bradng ton installed per HCSI sections the J or Det as ePPIIss no Applyy plates to each Faso of truss and P. tlon as sMm above and on the .loot Details, unless noted othxrwise. n Refer to drawings 160A-Z for standard plot. positions. E V F Alpha, a division of ITV Handing Conpments Group Inc. shall not be responsible for on deviation fro, R AN w C+DMPANY this drowft any fallwe to MAd the truss In confarnarae with ANSUTPI 1, or for handling, shipping. InstollaAl- 6 b-dnq of trusc.s. V A seal on this d—awing or cover page listing this drawing, Ydmtes --Mande of profecsbrol f�,� e 'ing responslNlty solely far the shown The "ItablAty and use of this drawing .n `- 13389 Laketronl Drve for pay s<rugture is ton ropponslxlty of the HWIdinO Do•.12, per ANSI/iPI I Sect Earth Ciy,Mont Or" for have Info—tlon see ttis Job'. general notes page and these eebcc�saF.A Ir '41 fllNAL t \+ SPACING 24.0' MAX ALPDIE. —Alpinelt..conl TPI. ww tutor I SBQAM www.sbdnd,atry rg STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TO TRIM EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x 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 (❑R 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' D.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION ❑F_ANSI/TPI, 5NF AN rTWCOMPANY { I 13389 Lakefront Min Earth City, MO 63D45 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C, MAX, SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET I USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), �E FRAMES ON CANTILEVER SECTIONS OF A TRUSS, NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FILL1J MLWlh ILIJ AS NLLIJL1J WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE -3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ- - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY <2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18- LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), -. -wVARNING- READ AND FOLLW ALL N13TES ON TM DRAVDIGI wwDPMTANTo FUDIISH nDS DRAVMG M ALL ®ITRACTMS DiC=M THE DWALUM& russes require extreme care In fabrkati g, hontlllnp, sNWplrhn, NstalBnP and brndq Refer to and .e the latest edtloo of HCSI <BWldrq Component Safety In arratton, y TP[ and BCA) for safety ctlCos prtcr to perforhlnp theca funaVt.. Installers shall provide temporarryy trncno per HCSL rsa rated otherelse, top chord shell have properly attached structural shontWnp arA bottom chor d have a properly attached X0 cellno. Locations shown For per mmt lateral rest-M cP webs U have bractrg &%statted per BCSI sectlans H3, 07 or Hle, as oppl�nble. Apply plates to each Pace truss and Posltlon as whom above and on the Joint Detals, ess noted of .lse. er to drawlgs 160A-Z fordlsntoondard plate posaltgbns. �dra'etrg, anynFofl a 4o build the t�ruts M canF Iornonce vtlh ANSLTPIs� or�Fororh�B s�ip�Fra :allptlon L bfaClnp OP iNTseA Seal on tMs drobw})Gtgy or cover pn lt,tYg Z1tis drneYp, kuHcetes nccePtance of professloral ��Is t{ha�reslYP�tY oP t�lte Bdm^e Doslpner' PeryANSLTPI 1 Sec2 ��p For more Information see this Job's pemral nates papa and these web sites- %10.���OR���r������ EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 D T A L SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3.0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, raa. vARNINGNOFa.LNt ALL NOTES a THIS IwAVINa uINPl9tTANfo Fl6MLSN TNIS BRAVING TO ALL CQIIRACTORS INCLUDING TLC INSTALLERS. Trusses requl-e extreme care In fcbrkmtlnp, hondUrg, sh1pCp, actnlunp and brachp. Refer to and v �'� :' �Gr!'% pE1Vst� F� TOTAL TOP CHORD LOAD NOT TO REF 2X4 SCAB O.H. Papa. t„e latest emtlan of BCSI <BuSW+p Component safety ]n .r.,atmn, by TPI and sDCN for safely Mowng Q. g s EXCEED 40 PSF DATE 10/01/14 DRWG OHSCB2X41014 pproetices prbr to perfarninp theca fun[tlans. Installers chnll provitle teapot per ItCSL UNess noted othereiu, top ahortl andl hove properly attached Par lateral No CDEAD PLUS LIVE) IT shall hove a properly attached rlpW ce0.lnp Locations shorn pernonent restraint of eebs S or as appucnbla, Apply pl.tesrelsa. to each face shall lwva brodng eutallad per RLSI cmd A �/ le d of trust and pp000l Dot os chom above mtl on the Joint Detolc, unlecc noted otherelse. on the J Refer to dra gs I6CA-Z For standard plate posltlons, = ATE OF — S AN (TW COMPANY Alpine, a dlvlslon of ITV Mdln Components Grow Im shaU not be responsible for any devlatlon from tins =,1np, any fa9ure to b Rd the truss In confonance Oth ANSVTPI 1, or for h—Rhi), shlppft, �4 hstal—I o 6 is d a oP trusses, A seal on lids drnehip o— coast pope Usthg this drneYg, hsmtes acceptar¢e of professianl far ar�r s ref' es rsporwat�cr o a 11-Var I I ssecz �y �® ©t"1`O '�►� ¢ \ �f�-0floffTl 1,241,25 SPACING 1338 LakafrontD 6 A �V�\\\\\\ �f�pl"t ALPINE, eee.al 12 (2) 16d TOE NAILS 1 !VARIES OPTIONAL SCISSORS BOTTOM CORD =11-(2) 16d TOE NAILS L 18-0-0 MAX. SPAN TYPICAL END JACK (EJ) I {` N.T.S. E I I I i I t - tz 1 NAILS i VARIES � Seee Connection Detail _._ �. OPTIONAL W® CONFIGURATION (4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. i EJ of w 0 Jack EJ a G� a_ :ed-Jack (BJ) _ CONNECTION DETAIL (2) 16d GUN NAILS g FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long 8-0° MAX.Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 0 tz VARIES (4) 16d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION ��. TYPICAL L ADING (P.S.F.) ��`P .•'� G•E /v S '• � �� _ TILE: SHINGLES: o �' F•'• s TOP LIVE LOAD:! 20 zo e No • ° MANUEL MARTINEZ, P.E. TOP DEAD LOADi 15 7 ° BOTTOM DEAD LOAD: 10 10 ` '�c e FLORIDA REGISTERED ENGINEER TOTAL: i 45 37 j;� STRESSIINC. 1.25 1.25 e�° = �f' S LICENSE # PE 47182 ". STATE OF • � WIND DESIGN. M . 160 MPH PER °� ASCE 7-10 Nwij 24" O.C. o 0- b 'WARNING'" Read & Fdllow all notes on this drawing. ��tS ' C RV Furnish this drawing to all contractors Including the installers. d�� s/..,°.. �0! �d111@Cii 59'8" —8' 51'8» c Vjw cp BJl BJ3 -•BJ5 WORK 7 ?ECTC;` (JJ NE IT ALl94Pt�LiCA>�� WIT 1' :, QRI,T�t, .. �tivi=:�. � 0 �. fU HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE • UN NOTED NOTED 07HETiYAff ALL NANfERS ARE USP 'HUS18'. � 8•-8" ELEV. ROOF 1RU55 OE901 wnNA T.C.L.L. 20 psf. FLOOR )BUSS Deo+ wloaA T.GLL 40 p.sC T.CD1 7 psl. T.C.D.L 10 pat BCD.L TO psi. BGD.L 5 P%L TOTAL 55 pat TOTAL 37 P•sl. DURA710N FACTOR 1.25 DURATLN FACTOR 1.00 YRI+D ' aavr vvrJ