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Home My WebLink AboutTRUSSRANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FL. 34736 GompmentS, LLC Phone: (352) 429-9429 ` Fax: (352) 429-7429 Cover Sheet Order # JOB # 136DCS082 Printed: Thu, Mar 30 2017 ion mrormareon: Address: EOR Name and License Number: ustomerName: Creekside Lot 82 iR Horton 8465 Cobblestone Dr escription. City, State, Zip: EHB Hayden-2601 "D" OIL OW Port St Lucie, FL oa 1r#g n orma ion. Rool Loads: Floor Loads: TC Live: TC Dead: SC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead., 20 7 0 10 40 10 0 5 Bldg. Code: Wind Std: 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 56 Total 56 # DESCRIPTION SEONO # DESCRIPTION SEGINO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01 2 A02 3 A03 5 A05 6 A06 7 A07 9 A09 10 A10 11 All 13 A13 14 801GB 15 B01 17 41-1 18 41.2 19 M2GB 21 P1 22 V1 23 V2 25 V4 26 V5 27 EJ7 29 4EJ3 30 EJ2A 31 BJ5 33 BJ3 34 BJ3L 35 BJi 37 CJ7 38 CJ2 39 40J3 41 FT2 42 FT3 43 FT4 45 FT6 46 FT7 47 FT8 49 F1`10 ' 50 FT11 51 FT12 53 FT14 54 FT15 55 FT16 @"rv�#ndex�ias t�tt�stacs�rantarm not r�snil�?Crmrd,J,�n,rresnd`r�aSad' . and rt�s.�A Liuds¢v?maii¢ayc;',dam�tstknbaHf`�d.en'�nyiclgiigaixjc:, 1 File r- Page 1 of 1 4 A04 8 A08 12 Al2 16 B02 20 M6GB 24 V3 28 EJ2 32 BJ5L 36 413,11 40 Frt 44 Fr5 48 Fr9 52 Fr13 56 FT17 Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, U.2342.19200300.100.1.1=A010969000001 364YYSE219000OA517 Date: 2017:03.31 11:30:32-04'00' Adobe Acrobat DC version: 2015.006.30280 File Copy Job Number, 136DCS082 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Ha den-2601 "D" OL O Truss Label: A01 6'4"7T 10"I�14'2"1 6'4"7 1'6"1' 644 1112X4E 12 6 p g3X6 D g03X4C (a) 4X6�A2j B P O N 1112X4 =H0308 =4X10 Wgt 200.2 Ibs FROM: AH 647 / T10 / COMN DRW:/ 18'4" 22'5"3 28'9"7 30'3 3T8" 4'1'3 4'1'3 64"4 1'6" 6'47 F=5X6 G 1112X4 '�3H6 1�3X4 M L K =4X10 =H0308 1112X4 03/30/17 �1' 6'2"11 1916 2'2"13 &2"7 22"13 59"5 6'2"11 6'211 12' 14'2"1 22'5"3 24'8' 30'S°5 368" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DBf 1CSi 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 P% NA Ce: NA VERT(LL): 0.159 G 999 240 B 1537 1704 1855 i - 1395 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.346 G 999 180 J 1474 / 666 / 786 / - /- / - BCDL: 10,00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height: 22.84 it Code 0.140 K - - B Min Beg Width Req = 1.8 NCBCLL: 10.00 Code 1 Misc Criteria Creep Factor. 1.5 J Min Brg Width Req = - TCDL: 4.2 psf Bearing B is rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TIC CSI: 0.592 g a g Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.759 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.688 Maximum Top Chord Forces Per Ply pbs) Loc. from endwall: not in 9.00 1 FT/RT:20(0)/10(0) Mfg Specified Camber Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): A - B 27 0 F - G 1456 -2193 Wind Duration: 1.60 WAVE, HS VIEW Ver. 15.01.01.0402.19 B - C 1548 -2797 G - H 1287 -2183 Lumber C - D 1244 -2218 H -1 1261 -2222 Value Set:13B (Effective 6/112013) D - E 1270 -2179 I - J 1608 -2817 E-F 1452-2191 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "138" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B - P 2443 -1275 M - L 2461 -1322 P - O 2441 -1275 L - K 2461 -1322 Bracing O - N 2441 -1275 K - J 2464 -1322 (a) Continuous lateral restraint equally spaced on N - M 1502 - 588 member. Or 1x4 "T" reinforcement. 80% length of gsve web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.}nails Maximum Web Forces Per Ply (Ibs) @ 6" oc. ' Webs Tens.Comp. Webs Tens. Comp. Loading .' ' _ P-C 274 -10 F-M 967 -650 AW C-N 470 -5% M-G 409 -381 Truss passed check for 20 psf additional bottom _ E - N 410 - 383 111 524 -606 chord live load in areas with 42"-high x 24"-wide N - F 961 - 647 I - K 278 -14 s ,. Wind Member design based on both MWFRS and C&C. - n si :.n,a "rx, awing micwrs,caurna mows peas uy rrarazm,; rasrcrgaz� ,` ;; P6(�i..•a5iC d4d18F�l�tifaf3a4xstua�ieabAt�u&ngS3HA1 _.. . xa`tiit�aitlr�t(mmxs s�z.3o: � ' �—. Pif"aadrs4tc cftf'�€drxraxfcmf ua�mrfcnesiw^imt+;�red'a;T7l sss4nd, . a89d CtsRS?t4«fl ��ttim:�aaraalc�r;ar;uat �'n:±✓'`�ti��.anp'elcecmrfc, :eup(au. "WARNING" READ AND FLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ're extreme care in fabricatin , hhaa ddI' shi pin , installing and bracing. Refer to and follow the latest eddify n of BCSI ((Building Component SI fety lnjonnation byt TPI an� AWNIA Tci sa etya �ractioes pnor to performing these functions Installers sh II rovide to pore bracln er B�S(, n ass noted o herwise,top chord shal h ve,properi attached structur�i sheathing ant} hottQm chor�sf�ali �iave a prope�{y attach�gnc]id cedingg. Locations shown for permanent la eral restraint 6f webs shall have racing ins Iled per BCSfi sections 3 B7 or 810, as applicable. Ap 7y lat s to ch face of truss and po lion as shown above and on the Joinf Details, unless noted otherwise, tiefar to drawings 16OA-Z far s�andeard plate positrons. Alpine, a division of ITV)f Bu''V1 Components Gropp Incshall not be responsible for any paviation from this drawing,ar(y failure to build the truss in conf nna ce rthh A �lTgl PI 1, or for handlrn stSi pen , insttaallation and bracing o trusses.A oaf on thi drawing or c ver pag listing this araw�n , iwndicates acceptance tance of ro) 1i ; (one engineerin responsibility solely tsor the des gn shown. TRe suita�ility and use of this growing for any structure Is the res onsibility of the �uiiding Designer per ANSI/TP11 Sec.2. Job Number. 136DCS082 Ply: •1 SEQN: 676093 / T29 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty' 1 FROM: AH DRW: Truss Label: A02 Wgt: 235.2 Ibs i ... 03/30/17 647 471r 64"7 +1'6""Z 164"32 + 2'9"4 T 288" 2,9 4 r 64°3 + t 6 6'47 -' 5X6 1112X4 =3X6 =4X10 =3X4 =4X10 =3X6 11&4 1' 6'2°11 5'9°5 2'2°12 4'1"4 4'1"4 2'2"12 5'9"5 6'2"11 1' F' 6'2°11 12 14'2"1 18'4" 22'5°4 24'8° 30'5°5 36'8° 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: II EXP: C Des Ld: 37.00 Des d:: D Mean Height: 22.50 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.67 It Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 `r reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf In PSF) Pg: NA Ct: NA CAT. N/ PF NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code! Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Def11CS1 Criteria PP Deflection in too Udefi U# VERT(LL): 0.137 E 999 240 VERT(TL): 0.315 E 999 180 HORZ(LL): 0.058 M - - HORZ(TL): 0.133 M - - Creep Factor. 1.5 Max TC CSI: 0.554 Max BC CSI: 0.574 Max Web CSI: 0.969 Mfg Specified Camber. VIEW Ver. 16.01.01B.0614.20 Prz,eudct�srzs zsrlhsz�aeunentaem n�i cna'�drxac� s4grc�;anrl x�a{grl, 'an6 ih�S:ttaE atl7iarrtbxaSir3aVcraa3n e'nusf$a uerif:�x�.anycictt;si'xi�; zopie' ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1447 1705 /862 1- / 384 / 5.5 K 1447 / 705 1862 /- /- 15.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 K Min Brg Width Req = 1.7 Bearings B & K are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1498 -1972 B-C 1587 -2618 H-I 1311 -1961 C - D 1284 -2000 I - J 1284 -2000 D-E 1311 -1961 J-K 1587 -2518 E- F 1499 -1972 K- L 27 0 F - G 1156 -1455 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2283 -1268 P - O 1452 -674 S - R 2280 -1268 O - N 2280 -1294 R - Q 2280 -1268 N - M 2280 -1294 Q - P 1452 -659 M - K 2283 -1294 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 285 -11 P-G 221 -192 C - Q 467 -624 G - O 798 -630 E - Q 421 - 380 O - H 421 -380 Q - F 798 - 630 O - J 467 - 624 F - P 222 -193 J - M 285 -12 -WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses re extreme care in fabricatin , handdI shippin ,installing and bracing. , Refer to and follow the latest edition of RCSI (Building Component Safety Information, b TPI aria SBCA� foF safety ractices prior to performing these functions. Installers shall provide terhpora a brawn er BCSI. Unless noted o�herwise,top chord shall have properi att ched structural sheathrn rid botto chorci stiali have a pro r�y attachec�ngid ceill . Locations shown for permanent lateral restraint of we shall have bracing msteailed per BZSI sections B3, B7 or �i0, as applicable. App�y Plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to nrrr?rtenrric drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Bu'�ii Components Gro(rp In�,shpatl not be responsible for any deviation from his drawing,any failure to build the truss in c4nformanncga with A So PI 1, or for handirn s i !n , installation Sand bracrn of trusses.A ea on thi drawing or cover pag aindnuser of thisndrIndicates wing f r any structurre Is Correesponsib,lity of thenBuiiding Desig r per ANSIRPI 1 Sec.2hown. The suitaullity Job Number. 136DCS082 I Ply:1 I SEQN: 746849 / T16 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB He den-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A03 Wgt: 233.8 Ibs .. / ... 03/30/17 6'4"8 6'4"8 12 6 p 14'2"12 1 T IT 2274 8'4'3 79°4 2'8274 =5X6 F—.— G IIF>:GI 64'3 ' 1'8"' V4'8 143X6 I Jk3X4 t7 R Q P O N M L 1112X4 =4X6 =4X10 =3X4 =4X10 =4X6 1112X4 82"12 8"4 2'2"12 4'1"4 4'14 22"12 5'94 12 �1' 6'2"12 12' 14'2°1 1'84" 2754 248° 305°4 36'8° Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf In PSF) Deft/CSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Defiection in loc Udef) U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.136 E 999 240 B 1449 1706 1862 / - / 368 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.316 E 999 180 K 1385 / 667 / 793 / - / - / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: Cght: 0.134 L - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 ei Mean Hei 22.50 it Code Code! Misc Criteria Creep Factor 1.5 K Min Brg Width Req = - Soffit: 2.00 TCDL: psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: h/2 to I TPI Std: 2007 Max BC CSI: 0.574 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.972 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.01] it FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1168 -1469 Wind Duration:1.60 WAVE VIEW Ver.15.01,01.0402.19 B - C 1589 -26M G - H 1502 -1976 Lumber C - 0 1288 -2004 H -1 1330 -1967 D - E 1314 -1965 I - J 1304 -2006 Value Set:13B (Effective 6/1/2013) E - F 1511 -1975 J - K 1649 -2640 Top chord 2x4 SP #1 Botchard 3 #1 We SP We Webs Zx4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - R 2286 -1328 O - N 1456 -702 R - Q 2283 -1328 N - M 2302 -1358 Bracing Q - P 2283 -1328 M - L 2302 -1358 (a) Continuous lateral restraint equally spaced on ' P - O 1456 -710 L - K 2306 -1358 member. Or 1x4 "r reinforcement. 80% length ofIt � web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc. 's.. Webs Tens.Comp. Webs Tens. Comp. Wind R-C 285 -11 O-G 221 -193 C - P 466 -623 G - N 800 -632 Member design based on both MWFRS and C&C. E - P 421 -379 N - H 419 -377 P - F 798 -630 N - J 521 -642 F-O 224 -194 J-L 289 -15 Fsinta�ecx�lns�eh�s�rxvment$mnn2 cam¢f�mm�signnd sr,drmakid �; SnQ Ch:+t"5#PA'i=ffi"1dwUnPi m3iix�ti x CSQtlt en nny',C1¢!t3t4st . ica(o�; "WARNING" READ AND F LLOW ALL NOTES ON THIS DRAWING! 4T°` FURNISH THIS DRAWI G TO ALL CONTRACTORS INCLUDING THE INSTALLERS " care in fab� '1catJ , Z '�q s i pin , in,,alling and braci�ha , Refer to and follow the latest a itipn of BCSI Building oration, by TPI an�tor sae �rachCes poor to perf�g these functions installers s aII r4vide to porary .no ted otherwise topd shall h�ve properly attached sturai sheathing and botto chord shall Piave a properly ccattons shown or eent lateral restraint of webs atestoh faceof truss and position as shown above ann the Joint Details, unless noted otherwise. (2efer to '.rattey 'antJtutt>?tft�zis any Job Number. 136DCS082 ;P„ly: 9 SEQN: 7468501 T8 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 • FROM: AH DRW: Truss Label: A04 Wgt: 219.8 Ibs .. / ... 03/30/17 6'4"8 T10° 14'2"12 1 ' 21'8" °4 2_ !311 303" 36'8" 6'4"86'4"3 9' 6'8° 9" 6'4"3 1'6° 6'4'8 e 5X6 1112X4 =3X6 =3X8 =3X4 =3X8 =3X6 1112X4 1' 6'2"12 59°4 2'2"12 4'1"4 4'1"4 22"12 5'9"4 6'2"12 1' r 62"12 12' 142"1 18'4° 215°4 248" 30'5"4 36'8° Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed R!sk Category: II EXP: C Mean Height: 22.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.67 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 "l3B" uses design values approved 1/3012013 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.)nafls @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code 1 Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE DeflICS1 Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.135 E 999 240 VERT(TL): 0.311' E 999 180 HORZ(LL): 0.059 M - - HORZ(TL): 0.135 M - - Creep Factor 1.5 Max TC CSI: 0.569 Max BC CSI: 0,577 Max Web CSI: 0:710 Mfg Specified Camber. VIEW Ver.15.01.01.0402.19 E"r#ntnu�ccq�l�s c5f thtx dmc�n¢ntsrp nstk coru9md s�.�d mnd.sma4ad', and ttsa3irt8xr�tliarit B3 tssSdc:rYltx.2'�gbedf d' sW aJafswNr, xcIbim ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1447 1707 / 868 /- / 344 / 5.5 K 1447 / 707 / 668 / - / - / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 K Min Brg Width Req = 1.7 Bearings B & K are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1553 -1960 B-C 1614 -2617 H-1 1344 -19M C - D 1318 -2002 I - J 1317 -2002 D - E 1344 -1963 J - K 1614 -2617 E- F 1553 -1960 K- L 27 0 F - G 1262 -1635 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2282 -1303 P - O 1626 -837 S - R 2278 -1303 O - N 2278 -1335 R - Q 2278 -1303 N - M 2278 -1335 Q - P 1626 -810 M - K 2282 -1335 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 284 -10 P - G 203 -173 C - Q 461 -619 G - O 732 -652 E - Q 468 - 348 O - H 469 -348 Q - F 732 - 652 O - J 460 - 619 F - P 203 -173 J - M 284 -12 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme pre in fabriptin�,ancl'n , shipin ,installing and bracing. , Refer to and follow the latest edition of ¢CSI Building t Saf ty IInformation, b TPI an BC ; for sa ety �rectices poor to performing these functions. Insfaile shall provhhide to pora B a , Unl�ss noted o herwise,top chord shall have properivv attached s Cturai sheathin aed pettBCS sectionsi BovB7 oroB10y id Ceilingg. options shown for ermanent lateral restraint cf webs steal have DDracinqq m III e._ Appiv plates to each face_ ofPtruss and position as shown above and on the JoinfDefails, unless noted otherwise. (tefer to any �e to build the The surtauillity ttarea?, 'anrnerrrsa,r Job Number: 136DCS082 I PIy:1 SEQN: 746851 / T15 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB HTen-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A05 I Wgt: 218.4 Ibs .. / ... 03/30/17 6'4"7 6'4"7 12 6(% CJ yam: =4X6A(A2) 8 14'2°12 6'4"3 --5X6 F 1112X4Eid= 1112X4 =3X6 =3X8 2118" 4 5,�"13 289"11 �30'4"1A 36V 6'8" 9"13 63'11 17"1'1 676 n 1112X4 �3X6 I 3a3X4 -k io (a) K=4X6(A2) 3X4 = X8 = X6 1112X4 595 4'1113 2 56 6'61810 IT 42221 2 18°44 5 2483 362"1111 36D Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeRICSI 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): 0.134 H 999 240 B 1449 / 708 / 868 1- / 328 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.312 H 999 180 K 1385 / 670 / 799 / - /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.059 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL : 0.136 L - - ( ) B Min Brg Width Re9 1.7 NCBCLL: 10.00 Mean Height 22.00 ft 9 Code / Misc Criteria CreepFactor. 1.5 K Min Big Width Req = - Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing 6 is a rigid surface. Load Durafion:1.25 MWFRS Parallel Dist: hl2 to I TPI Sid: 2007 Max BC CSI: 0.582 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.711 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 9.0 ft FT/RT:20(0)/l0(0) Mfg Specified Camber. GCp!: 0.18 Plate Type(s): A - B 27 0 F - G 1275 -1639 Wind Duration:1.60 WAVE NEW Ver.15.01.01.0402.19 B - C 1626 -2621 G - H 1558 -1971 Lumber C - D 1330 -2006 H -1 1360 -1972 D - E 1356 -1967 I - J 1334 -2013 Value Set:13B (Effective 6/l/2013) E - F 1565 -1964 J - K 1676 -2645 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC B - R 2285 -1370 O - N 1631 -865 R - Q 2282 -1370 N - M 2307 -1384 Bracing Q - P 2282 -1370 M - L 2307 -1384 (a) Continuous lateral restraint equally spaced on eeetaa P - O 1630 -873 L - K 2310 -1384 member. Or 1x4 IT reinforcement. 80% length of 9 web member. Same species & SRB grade or better, 9 :. Maximum Web Forces Per Ply (Ibs) attached with 8d Box or Gun (0.113"x2.5",minJnails, Webs Tens.Com Webs p. Tens. Comp. @6„oc. �N ,- R-C 284 -10 O-G 204 -173 Wind �; rc C-P 460 -619 G-N 737 -652 Member design based on both MWFRS and C&C. Sri, a E - P 468 -348 N - H 467 -360 ' A-: + P - F 731 -652 N - J 513 -638 F.a.. i F-O 205 -173 J-L 287 -13 Pa�tni$sx�iexpf tk�z�'c�txs�i �m mn1 cerars`i�mi4 sfgnsd mrdmsahid �, grid'Clas�&autticavtirstf¢a�x�3�rti�t#aa,veti%{�+'ss aiiyi';�3ctt�nigiC-; euP(oas• "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•" FURNISH THIS DRAWI G TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire ext�ra{{me care in fab�satin , han lin hi ping, ingtalling and bracing. Refer to and follow the latest edition of ¢CSI Building tBCS)llnless noted do 0Pry �58Sp chord shalha a p�ope�ip atl shed stuciu tl siieaihin �oarns� biros Ilecrshorr�shamll hav t a proreVr y �id ceiling. Locations shown for pemtanent�laterai restraint �f we shall have�racin insledper BmCSI sections B3, �7 or 0, a. Aft Dlates to each face of truss and Dosition as shown above and on the Joint Details, unless noted otherwise. hefer to a division of =r L � .,oPrr¢tr,+tl2tlt,S lit any Job Number. 136DCS082 PIy:1 SEQN: 746852 / T7 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty} 1 FROM: AH DRW. Truss Label: A06 Wgt: 201.6 Ibs / ... 03/30/17 6'4"9 + 13' + 18'4° } 23'8" } 30'3"7 } 36'8" 6'4"9 67'7 54" 5'4" V7"7 6W9 1112X4 1112X4=4X6=3X4 1112X4 "3 1' 5'4" 5'4" 1' S'9"3 62°13 1� 62"13 12" 13 18'4' 23'8" 24' ° 30'5"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DefBCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 740 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): 0.138 E 999 240 B 1447 1709 1868 I - / 303 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.318 E 999 180 H 1447 / 709 / 868 / - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL : 0.134 J - - ) B Min B Width Req = 1.7 NCBCLL: 10.00 Mean Height: 21.50 ft 9 Code / Misc Criteria CreepFaetor.1.5 H Min Brg Width Req = 1.7 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: OA76 Bearings B & H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: OA88 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.584 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 1430 -1924 Wind Duration:1.60 WAVE VIEW Ver. 15.01.01.0402.19 B - C 1634 -2597 F - G 1406 -2072 Lumber C - D 1406 -2072 G - H 1634 -2597 D - E 1430 -1924 H -1 27 0 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l313" uses design values B - P 2260 -1319 M - L 1777 -971 approved 1/30/2013 by ALSC P - O 2257 -1319 L - K 2257 -1351 Wind O - N 2257-1319 K - J 2267 -1351 N - M 1777 -939 J - H 2260 -1351 Member design based on both MWFRS and C&C. se v� ^ �.. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 252 -10 M - F 265 -192 C - N 422 -532 F - L 425 -194 likz D - N 425 -195 L - G 421 -532 D - M 265 -193 G - J 252 -12 `.. E - M 233 -270 i#nisd c�tcm o1�th�,�ncgsnxas+t zrg not cnr,sl�vmii s€�rr¢d said s�zla`s3 . and kh�z .R i,;.iWt¢st*d.Os,iAQ, .iYn�t;�" u¢rif,�d'ia,•cn'+ye7ettis t�ac.; lax "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT""' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme qre in fabricatin , ha dl' shi pig ingtalling and bracing. Refer to and follow fhe latest edition of ¢CSI /Building t Safety Information, b n an� S6GnA;nfo� sa etyactices poord performing thsfufeyBCS� unoted oherwise,tpshallhappl tthedcturai sheathm nd bottom c}rord shall have a pro r�y eceding.ltionshown fopentlaterastraint �f weds shall have bracing tnsiafled per BCSI sections 63, B7 or10, App y ates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. 12efer to am netftxa5 60A-Z for s�andard plate positions. !vision of ITW Build'n Components Groop Inc. shall not be responsible for any leviation from this drawing,arty failure to build the rforma ce with AN�UgfPI 1, or for handlin she pm , installation and bracin4 o trusses A eai on thi drawing or cover pa e drawing, indicates acceptance of pro) ss{�ona. engineering respons�ibillty solely. tror the dgst1gn shown. The suitability Job Number. 136DCS082 I Ply:1 SEQN: 746853 / T14 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A07 I Wgt: 201.6 Ibs / ... 03/30/17 6'4"9 13' 18'4" { 23'8" + 30'3"7 + 38'8" 64"9 } + 6T7 5'4" 5'4" 67'7 6'4"9 1112X4 E _ F T13_5XS 12 6 p 03X40 C' 3X4 w rp � 4X%kA2) B H=U6(A2) 0 N M L K J I 1112X4 =4X6=3X4 =3X8 =3X4=4X6 1112X4 82"13 173 1' 5'4" 5'4" 1' 673 8'2'13 8'2"13 12' 13' 18'4" 23'8" 24' " 30'5"3 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,P1In PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pr; NA Ce: NA VERT(LL): 0.137 E 999 240 B 1449 / 710 / 868 /- / 287 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.319 E 999 180 H 1385 / 872 / 799 / -- BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.058 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 21.50 it HORZ(TL): 0.135 1 - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 TCDL: 4.2 psf Code/ Misc Criteria Creep Factor.1.5 H Min Brg Width Req = - Bearing 6 is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.485 Load Duration:1.25 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to C&C Dist a: 3,67 ft h TPI Std: 2007 Max BC CSI: 0.489 Maximum To Chord Forces Per PI !bs Rep Factors Used: Yes Max Web CSI: 0.605 p y ( ) Lac. from endwall: not in 9.0 it FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpt: 0.18 Plate Type(s): A - B 27 0 E - F 1446 -1929 Wind Duration:1.60 WAVE VIEW Ver. 15.01.01.0402.19 B - C 1645 -2601 F - G 1419 -2079 C - D 1418 -2076 G - H 1672 -2619 Lumber D - E 1446 -1929 Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chards Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - 0 2263 -1385 L - K 1783 -1000 approved 1/30/2013 by ALSC O - N 2260 -1386 K - J 2280 -1391 Wind N - M 2260 -1386 J -I 2280 -1391 M - L 1780 -1006 1- H 2283 -1391 Member design based on both MWFRS and C&C.e,, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 252 -10 L-F 265 -192 C - M 421 -532 F - K 428 -200 ;`-• D - M 424 -194 K - G 446 -551 D - L 268 -194 G -1 256 -15 E - L 235 -270 *44• - to 44i:tt19A 3$ EFSB SI fwBB 7 48 € 0 99 2E S5 Fa si,iaiEcmfi'as bc�z elecarsa,ics't?y snca an' xaig�bl(�k�n�&niltAarE�es PE(YlpttL 7d7184)en 4�ia�Y¢iftawnattoya:igaSH;f�1 •F.. , ... .. :2&UlPfltk9UC3]PSKSC..` .Pa�+CemalC tY(433'.81tKL8fECfit3f0 rlol iti9111J40`5�8iCd 0$i1f �L«R2tL7i', uldt4 z�Ja: svt5iumiaati{�gcc?Ba�rY7u�t Yaaysad3.Css ¢pY�¢is�grcr�, "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, hha eldfin , Component Safety IInfformation, b TPI an � SBGnA) for bracing per BCS1 lJnless noted oherwise,top chords hi pin , ingtailing and bracing. , Refer to and fgilow the latest e�itipn of SCSI Building safety �ractices pnor to performing these functions installs sail provide to porar# all have proper)y att�ched s�ructur�l sheathinq�nd bottomord shall have a pro�eryly , attached n id cedingg. Locations shown for permanen as appiicab�e. AR Ty Iatest o each face of truss and lateral restraint bf we s shal have racingg ins , eel per BCS sections 63, B7 or 10, pmttrr ,ir s!tion as shown above and on the Joinf Detatis, unless noted otherwise. (2efer to x ; .,,,,, ., drawings 16OA-Z"fgr standard plate positions. Alpine3, a division of ITW Buildd' Components Group tru s In nforma ce wit PI 1, or for hapdlin nc.,shall not be re porisible for any deviation from this drawinqq,any failure to build the shl pin , in Ilat on and bracing of truss s Act on thi dP wing or over ppge oor .ANSt�Tgl listing toffs draw�n�, in icates acceptance of pro and use of this swing for any s ructure Is a a PPona� en neerin� resp9nsrbi9ty so�e�y the d Sec.2own. he suitability onsibil of the uildin Desi ner des For more information see this ob's eneral notes a and these web sites: ALPINE: www.al Ins tw.com TPI: www. into • SBCA: wwwxWndus .com• ICC: www.Ic=fe.o Job Number: 136DCS082 PIT., SEQN: 746854 / T6 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O QV, 1 FROM: AH DRW: Truss Label: A08 Wat: 193.2 Ibs I ... / ... 03/30/17 6'4"9 11' + 1&4" + 25'8" + 30'3"7 + 36'8" 6'4"9 47°7 T4" T4" 47"7 64'9 1112X4 1112X4 =3X4=4X6 =3X8 =4X6=3X4 1112X4 �' 6'2"13 !ff3 1' 6'4" i'13 1 6'2"13 11' 12' 18'4" 24'8" 25' " 30'5"3 368" 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 Udell U# Loc R / U / Rw / Rh / RL / W B 1447 1712 1861 / - 1263 / 5.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.360 E 999 180 H 1447 1712 1861 / - /- / 5.5 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.057 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 J - - B Min Brg Width Req = 1.7 Code ! Mise Criteria NCBCLL: 10.00 Mean Height: 21.00 it Creep Factor.,1.5 H Min Brg Width Req = 1.7 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.553 Bearings B & H are a rigid surface. 9 9 Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.567 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.528 Maximum To Chord Forces Per PI Ibs p y (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) . Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 E - F 1654 - 2312 GCpi: 0.18 Plate Type(s): VIEW Ver. 15.01.01.0402.19 1 Wind Duration:1.60 WAVE B - C 1643 -25M F - G 1508 -2203 Lumber Value Set:13B (Effective 6/l/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. mind cnp3as o/etioc�anar2�mnat wnsli�®b as�ned md.sasabad and tl aatw8az:tfiaYs2S:x8liiaY.rr ain4.tkn,Ngdrs+f'rY�ar. alea=k etipivaz• ' C - D IBM -2203 G - H 1642 - 2%9 D - E 1654 - 2312 H -1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2229 -1321 M - L 1922 -1090 P - O 2227 -1321 L - K 1922 -1090 O - N I= -10% K - J 2227 -1353 N - M 1922 -1058 J - H 2229 -1353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P-C 191 -12 M-F 490 -341 C-O 319 -370 K-G 318 -370 D - O 399 -192 F - K 399 -191 D-M 490 -341 G-J 191 -14 E - M 378 -439 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ re a eme care in fabricatin�,har�c�ljnfq, shi�tpin ,installing and bracing. , Refer to and follow the latest edition of BCSI (Building Corgponent Slafety n{ormation, b TPI an ,,ft�t AA1l or sa ety {ractices poor to perfonnmg these functions Installers sh II provide temporary bracln er BCSJ Unl ss noted oherwise,top chord shall have proper) attached structu I sheathin n lwttom cho�sfiall have a pro erly attach�c�rigid cel(ingg. �.ocations shown for permanent lateral restraint �f webs shall have racing mstga�le� per BCSI sections B3, B7 or �10, oar �� i ,r as applicable. Qpp1y plates to ach face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to . ; ,: drawmgs 160A-Lc for standard pefate positions. Alpine, a division of 1. Bu(Iflip Componfents Groltp Inc.,shall not be re�ponsi¢le for any ieviation from this drawinq,aniy failure to build the truss in conf nna ce with ArySIIfPI 1, or or ha diln shl pin ,Installation ana bracln o trusses.A seal on thi draw ng or cover page listing this �Z . , indicates acce lance o progfessi�onag7 engineerin responsibility solely far the des�gn shown. The suitability and use of this .0 Ind for any s�ructure Is the responsibility of the �uilding Designer per ANSI/TPI 1 Sec.2. For more information sea this ieb's oanaral notes nape and these weh sitas- ALPINE- w alnineitw.r TPI• ww-.tninat nm- SBCA- •u,n¢shnindust— mm• irr- waay. Innsafa.nm Job Number. 136DCS082 Ply-1 SEQN: 676125 / T13 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB iden-2601 "D" OL O Qty: 1 FROM: AH DRW: Truss Label: A09 Wgt: 193.2 Ibs / ... 03/30/17 30'3"7 36'8° 6'4°9 "7 T4° T4" 4'7"7 6'4"9 1112X4 Dm5XR E —_ F T 12 6 M 03X4C C' 3X4 b rb � 1 =3X64A7) B =3X8(A1} H 11 3�E31 O N M L K J 1 1112)(4 =3X4=08 =3X8 =4X6=3X4 1112X4 62"13 '9'3 1' 6'4" 6'4" 1' 4'9°3 62"73 6'2"13 1' 12' 184" 24'8" 25' 30'S"3 36'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def /CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 E 999 240 B 1449 1713 / 861 / - 1247 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.361 E 999 180 H 1385 / 674 / 792 /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 1 - - Wind reactions based on MWFRS Des Ld:EXP: C Mean Height 21.00 ft g HORZ(TL): 0.133 1 - - B Min Brg Width R 1.7 e9 - H Min Brg Width Req = CL 10.00 NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor.1.5 Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.554 Load Duration:1.25 Spacing: 24.0 " MWFRS Parallel Dist: h/2 to C&C Dist a: 3.67 It h TPI Std: 2007 Max BC CSI: 0.568 I Rep Factors Used: Yes Max Web CSI: 0.532 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0}110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpI: 0.18 Plate Type(s): A - B 27 0 E - F 1673 -2319 Wind Duration:1.60 WAVE VIEW Ver.16.01.01B.061420 B - C 1654 -2573 F - G 1519 -2213 C - D 1520 -2207 G - H 1669 -2592 Lumber D - E 1673 -2319 Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Camp. Lumber value set "l3B" uses design values B - O 2233 -1387 L - K 1929 -1120 approved 1/30/2013 by ALSC O - N 2231 -1387 K - J 1929 -1120 N - M 1925 -1125 J -1 2251 -1393 Wind Member design based on both MWFRS and C&C. M - L 1925 -1125 I - H 2253 -1393 6. Maximum Web Forces Per Ply (Ibs) NQ Webs Tens.Comp. Webs Tens. Comp. O - C 191 -12 L - F 488 -334 ` C-N 318 -370 J-G 331 -389 . D - N 399 -191 F - J 403 -197 D-L 493 -343 G-I 196 -19 E - L 379 -439 '. Xft 4g,0� SA 3S FF.'S8 81 Bt �B 7F 4t3fA0 99 2t: 85 FBA • Bt�iLi#emhasbagrs mkarp7ica�jr9$�vdat�d aka{a�rr�tr�3neaa1,M5rtmeat PEtSLxt4e 4471$;js.rthadaYashariYaakamya;lga5iiAY1 •.. ,.. Pr�3i:d ccptes r�f'tt�izrnsnt sto moY t,�msi�d signed znd.r�std :5aldtk�s�s�§SN+�.a`eat$ieritdzatfai4 eeNir'A;rtit�t b",keriti Yes aiay`,eilptsnim?c, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRA ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re re extreme ca[e in fabnsatin , hha ddlin shippin , ingtailing and brac•n9. , Refer to and follow the latest a Klyn of ¢CSI Building Component S!af ty In ormanon, b TPI an� SB �A) fo safety �ractices pnor to perf'orming these functions Installers s a!I p vide to poray bracing er BCSpj , Un noted o herwise,top chord hall have proper) att shed s�ctural sheaOinq and bottom chord shal have a pro attachc�n id cet(inq. orations Shown for permanent lateral restraint �f webs shall have bracin Installed per BCSI sections63, B7 or i3 0Y �tefer dt fnzisrJiS "i �s applirab�e. q�pay lot s to each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. to rawmgs 160A-Z'for saneard plate positions. I Alping, a division of ITW Bu�'Id' Components G pl? Inp.,shall not be eaponsible for any deviation from this drawing,a failure to build the AN��I I PI 1, for han�lln inst�l�aUon bracin oftruss A eal on thi draw r or c ver nfgrmapoe with or shl�pin�, and pag 1 sting the Is raw n ndicates acre tance of ro ess ono eng neerin respons brirty so eiy taor the des gn shown. Tie suitability Cling �rawing �uiiding Designer ANSIfiPi 1 Sec.2. and use of this for any structure is tiie� responsibllity of the per For more informallon see this IoWs general notes Page and these web sites: ALPINE: www•al lnehw.com• TPI: www. into • SBCA: www.sbcindus .00m• lee: www.1cosafe.o 7 Job Number. 136DCS082 PIy:1 I SEQN: 6760871 T2 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW. Truss Label: A10 Wgt: 201.6 Ibs / ... 03/30/17 6712 9' 1522 18'4" 21'4"2 27'8" 30'S"4 36'8" 6'2"12 2'9"4 6'2"2 3'1"14 3'0"2 6'3"14 2'9"4 6712 055X8 1112X4 =3X6 =3X4 Z�-:5X8 D E F G H T ,2 6 � III 0 =3X%A1)� 1112X4 :�J=4X6(A2) 1 v n K = 3X4 1112X4 =4X6 = X8 m3X4 = X6 1112X4 =3X4 14'8 2 4 2'10"4 32"2 6'S"8 34' 2'10"4 29°4 8'4"8 2, 6'4"8 9'1"12 12' 15'2"2 21'7"10 2'8" 27'6°4 30'3°8 36'8' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1445 1774 / 850 / - / 247 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.426 E 999 180 J 1505 / 817 / 919 I - /- 15.5 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.061 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean 0.139 L - - B Min Brg Width Req = 1.7 NCBCLL: 10.00 Height: 20.25 it Code I Misc Criteria Code Creep Factor: 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.523 Bearings B & J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.526 Spacing: 24.0 " C&C Dist a: 3.67 it Rep Factors Used: Yes Max Web CSI: 0.568 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 F - G 1858 -2698 Wind Duration:1.60 WAVE VIEW Ver.16.01.018.061420 B - C 1638 -2558 G - H 1849 -2678 Lumber C - D 1755 -2499 H -1 1737 -2464 D - E 1858 -2698 I - J 1627 -2531 Value Set:138 (Effective 6/1l2013) E- F 1858-2698 J- K 52 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chards Tens. Comp. approved 1/30/2013 by ALSC B - S 2219 -1262 O - N 2039 -1158 S - R 2045 -1120 N - M 2039 -1158 Wind R - Q 2048 -1121 M - L 2036 -1157 Member design based on both MWFRS and C&C.� 4w Q - P 2048 -1121 L - J 2199 -1310 ° P-O 2700 -1558 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. y C-S 275 -214 G-O 319 -357 . . ft S - D 320 -304 O - H 799 -534 D-R 175 -16 M-H 171 -31 '." D - P 807 - 532 H - L 284 - 270 AV E - P 306 - 350 L - I 258 -195 Ear ntadv-sgles Dithdsdxxbaners2 axa not cen:3 ad":gnpd!,and wzlid an8 t1az�'a�R;a`ar�3icrtikaEir�R�adffie�i4'sibn 3�cd(�dms arty s3c38nsrs�. impiau• "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r uire a eme q fe in fabricatin , hhanddl' shi pin , ingtalling and bracing. , Refer to and fgllow the latest eddit! n of SCSI ((Building Component Safetyn{ormatwn, b�r TPI an� SBCAjo� satiPet �ractices pnor to performing these functions. installers shag rowde terhporarYr bracin per BCS) UUUnI ss noted o herwise,top chord shall hyave proper( attached structu i sheathin and botto Nord sfiali have a pro rly aHach�rPrig id ceiiin PLocations shown for permanent lateral restraint �f webs shall have racin mslalled per BmCS�I sections B3, B7 or �10, Qny v rp xiz as applicable. Apply plates to each face of truss and position as shown above and an the Joinf Details, unless noted otherwise, i2efer to /*..,,., :, ,,:. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi'n�gComponents Gropp Inc. shall not be epponsible for any deviation from this drawing,any failure to build the truss in cgnf4rmance with A SII1 P1 1, or for hapollnq shlppin , instalfatton an dd bracing of trusses.A seal on this drawing or cover page listing this tlrawing indicates acceptance of processional 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 thislob's general notes page and these web sties: ALPINE: www.al ineftw.com• TPI: wwwApinstorgo SBCA: www.sbcindus .00m• ICC: www3ccsafe.ong Job Number: 136DCS082 Ply:1 SEQN: 6317611 T3 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O City: 1 FROM: JAH DRW: Truss Label: Al Wgt: 198.8 Ibs .. / ... T12 6 9' 1 . 169" 1 24'0"12 =3X4 E TI 6X6 =3X6 =3X4 9' 4 3'8" 3'9°8 9' 12'8' + 16'.5 8 + 24'0.1 3388" TZ5' =5X8 F =Sx G (a) L K— J =4X10 =4X4 r ' 03/130f17 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Def ICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.186 E 999 240 B 1454 / 786 / 868 1- l 177 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.430 E 999 180 1 1380 / 748 / 713 /- /- / - BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.051 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.1181 - - B Min B Width Req = 1.7 NCBCLL: 10.00 Mean Height: 20.51 it Code / Mist Criteria CreepFactor.,1.5 1 Min Brg Width Req = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.635 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: 0 to /2 TPI Std: 2007 Max BC CSI: 0.651 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.67 It Rep Factors Used: Yes Max Web CSI: 0.950 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwail: not in 9. 0 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCp!: 0.18 Plate Type(s): A - B 27 0 E - F 1806 -2572 Wind Duration: 1.60 WAVE VIEW Ver. 16.01.01 B.0614.19 B - C 1719 -2594 F - G 1807 -2572 Lumber C - D 1602 -2378 G - H 1079 -1579 D - E 1946 -2795 Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #i Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs #3 2x4Lumber Chords Tens.Comp. Chords Tens. Comp. value set "1313" uses design values B - O 2265 -1558 L - K 1370 -884 approved 1/30/2013 by ALSC O - N 2092 -1349 K - J 1370 -884 N - M 2092 -1349 J -1 10 -12 Bracing M - L 2813 -1798 (a) Continuous lateral restraint equally spaced on member. Or 1x4 "r reinforcement. 80%m length of Maximum Web Forces Per Ply (Ibs) web member. Same species & SRB grade or better .-. Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun (0.113"x2.5",min.)nails , , ; �„ 6° oc.s w C - O 240 -198 F - L 353 -415 D - O 371 -117 L - G 1401 - 884 Plating Notes :;. D - M 823 - 536 G - J 349 -415M (««)1 plate(s) require special positioning. Refer to « - E 312 -281 J - H 1469 -942 scaled plate plot details for special positioning ,. E - L 190 -283 H -1 954 -1345 requirements. T"A F ." Hangers / Ties �° (J) Hanger Support Required, by others oll Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure.' 9 Po &1'P!1 �r. 27t:F�Sf1 R t:an tlra s;aa'an 4e.iF sty• �rfniudccgtlas tfthiai{mceanmsi arm nrA cmmsi�md sc�na� �nds�zlad mrlditt�t.A-yut7icrYff�Alq?irmu,'dri�tkait+etl(bwsid5 an�eies3rgr�ic, :z aim )WALL NOTES ON THIS DRAWING! 0 ALL CONTRACTORS INCLUDING THE INSTALLERS n ,installing and bracing. , Refer to and follow the latest edditi n of ¢CSI (Building r iractices prior to parfomm.g these functions Installs $ sh Q p vide temposry ttitey ►ve proper) attached structur�i sheathinq��nd botto cior�shal h ve a propePly i restraint �f webs shall have racintg ms led per B S sections 8 , B7 or 810, �n as shown above and on the Join Details, unless noted otherwise. �tefer to onrp,ni nr"� iall not be egonsibie for any deviation from this drawing,any failure to build the yin , in� Ilaticin an dd brawn o trusses.A seal on this drawing or c ver p g Hale engineering fespons�bility solely for the design shown. Tie SPUN ility any Job Number. 136DCS082 [P6�r.1"2 SEQN: 676103 / T361 HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O 1 FROM: JAH DRW: Truss Label: Al2 Wat: 217.0 Ibs I ... / ... 03/30/17 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 " r 1r1o^to 7' 5'10"10 556 2378 1 29'8" 36'8" 5'5"6 5'10"10 7' =3X4 =5X6 =3X4 =5X8 T 1 7'1"12 4'10"4 7" 5'8"14 5'8"14 7" 4'10"4 r1"12 2, 7'1"12 12' 2' "2 18'4" 24'0"14 4 " 29'6"4 36'8" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height:19.75 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.67 it Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Snow Criteria ft,Pf in PSF) DeflICS1 Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): 0.276 E 999 240 Lu: NA Cs: NA VERT(TL): 0.639 E 682 180 Snow Duration: NA HORZ(LL): 0.059 C - - HORZ(TL): 0.137 C - - Code / Misc Criteria Creep Factor.1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.556 TPI Std: 2007 Max BC CSI: 0.509 Rep Factors Used: No Maus Web CSI: 0.496 FT/RT:20(0)110(0), Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.16.01.016.061420 Wind Wind loads and reactions based on MWFRS. Nallnote 1t� Nail Schedule:0.128"x3", min. nails Top Chord: I Row @12.00" o.c. s Bot Chord: 1 Row @12.00" o.c. Aa. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads -(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TC- From 56 pit at -1.00 to 56 pit at 0.00 TC- From 56 pit at 0.00 to 56 pit at 7.00 TC- From 119 pit at 7.00 to 119 pit at 29.67 TC- From 56 pit at 29.67 to 56 pit at 36.67 TC- From 56 pit at 36.67 to 56 pif at 37.67 TC- From 40 pit at 37.67 to 40 pit at 38.67 BC- From 4 pit at -1.00 to 4 pit at 0.00 BC- From 20 pit at 0.00 to 20 pit at 7.00 BC- From 44 pit at 7.00 to 44 pit at 29.67 BC- From 20 pit at 29.67 to 20 pit at 36.67 BC- From 4 pit at 36.67 to 4 pit at 38.67 BC- 462 lb Conc. Load at 7.00,29.67 Loading #1 hip supports 74)-0 jacks with no webs. grfrcie�tccastactrish�..�'rrc nen@ smmnccanndwade szrd:zuat d flald ttm'sxn.�. zal9uYit&gliaxt c�3miri�t $tngc[tf�dscs ciay+cicure;�, `.zocias�• ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 2893 11503 / - 1- 1- 16.5 H 2942 11567 / - /- /- 15.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.7 H Min Brg Width Req = 1.7 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens, Comp. A - B 13 -11 E - F 2067 -4048 B - C 1497 -2896 F - G 1873 -3670 C - D 1877 -3672 G - H 1485 -2887 D - E 2067 -4048 H -1 23 -24 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-P 2W9 -1311 M-L 3717 -1908 P - O 2573 -1314 L - K 25M -1302 O - N 2573 -1314 K - J 25M -1302 N - M 3719 -1911 J - H 2550 -1299 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. C - P 333 -76 M - F 393 -189 C - N 1293 -662 F - L 416 -565 N - D 413 -562 L - G 1301 -672 D - M 390 -185 J - G 327 -67 E - M 289 - 304 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme pie in fabricatin , dl'r1g shi�pin , ingtalling and bracing. Refer to and fQilow the latest e�ition of ¢CSI Building t Safety nfformatwn, byv TPI an� BaG�A� tars ety �ractices poor to performing these functions. Instgallershs rovtde to porpae BCSJ �nless opted otherwise top chord sha�l have properly attached structural shgathing led pier SCSI SecUs nas B3�B7 oroBl Oy Id cetfingg. Locations shown for permanent lateral restraint of webs shall have bracmgg in ARply plates to each face., of truss and position as shown above and on the Joint Deta!Is, unless noted othenxise. �tefer to ::.otM,11&771'� itz any L Job Number. 136DCS082 Ply: 2 SEQN: 631765 / T23 / HIPS 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB He den-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: Al Wgt: 219.8 Ibs .. / ... 03/30/17 r 13'10"10 T 8'10"10 --3X4 1 D 20'4" 268 6'1338" 36'8" 6'5"6 + 6'66 0"10 1 3' =5X6 --4X4 = 5X14 E F G T -3X8(A - P 1112X4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C D Des d:: 7.00 Mean Height: 20.01 ft NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to Spacing: 24.0 " C&C Dist a: 3.67 ft Loc. from endwall: not in 9 GCpl: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nallnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nail in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25 TC- From 56 pif at -1.00 to 56 plf at 7,0 TC- From 28 plf at 7.00 to 28 plf at 33.6 TC- From 28 plf at 33.67 to 28 pif at 36.6 BC- From 4 pif at -1.00 to 4 plf at 0 C BC- From 20 pif at 0.00 to 20 pif at 70 BC- From 10 plf at 7.03 to 10 pif at 366 TC- 339 lb Conc. Load at 7.03 TC- 171 lb Cone. Load at 9.06,11.06,13.06,15. 1 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.06 33.06,35.06 BC- 538 lb Conc. Load at 7.03 BC- 127 lb Conc. Load at 9.06,11.06,13.06,15 0 17.06,19.06,21.06,23.06,25.06,27.06,29.06,31.0 33.06,35.06 "IMPORTANT"* a division of =4X6N 4X6 =3X10 =5X6 =4X10 5'8"4 11 6I4 4'4° 128" 3'7 2 20'4° =4X6 1113X10 4X6 I T Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in Ice Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.351 E 999 240 B 3380 / 2077 I - 1- I - 15.5 Lu: NA Cs: NA VERT(TL): 0.751 E 583 180 1 3387 / 2121 / - /- / - / - Snow Duration: NA HORZ(LL): -0.074 C - - Wind reactions based on MWFRS HORZ(TL): 0.159 C - - B Min Brg Width Req = 2.0 Code I M€sc Criteria Creep Factor: 1.5 1 Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.953 Bearing B is a rigid surface. TPI Std: 2007 Max BC CSI: 0.653 Rep Factors Used: No Max Web CSI: 0.932 Maximum Top Chord Forces Per Ply pbs) ft FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 13 -11 E - F 2894 - 4636 WAVE VIEW Ver.16.01.01B.0614.19 B - C 2134 -3445 F - G 2268 -3628 Hangers / Ties C - D 2766 -4444 G - H 1030 -1641 D - E 2894 -4636 Hanger Su (J) g Support Required, by others Wind Maximum Bot Chord Forces Per Ply (Ibs) Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Right end vertical not exposed to wind pressure. B - P 3050 -1881 M - L 3703 -2325 P - O 3067 -1885 L - K 3703 -2325 O - N 3067 -1885 K - J 1461 -915 N - M 4484 -2802 J -1 3 -2 << Maximum Web Forces Per Ply (ibs) 4 Webs Tens.Comp. Webs Tens. Comp. C - P 392 - 89 F - K 693 -901 ` C - N 15% -995 K - G 2447 -1527 N-D 435 -477 G-J 557 -725 D-M 173 -105 J-H 1741 -1090 ft, E - M 333 - 344 H - I 1088 -1698 `...' M - F 1060 -646 ,Pr�tia3ccr�ira" �l'tls�'asgs�'+rctn€"�� msri crosul�r�r6 s+gnn� and.s�z4gd '. asid'Stx2�S�RKS a&341¢sRtecnLiRFl.sm3afi�LLgO¢[i(3dtl �f nrsy!c3atRf�tsY �Liip(BE'+ LOW ALL NOTES ON THIS DRAWING! TO ALL CONTRACTORS INCLUDING THE INSTALLERS ping, ingtailing and brarcling. , Refer to and follow the latest e�ition of BCSi Building jty practices poor to pe orming these functions installe s II rovide to pora have properly attached s�ucturai shpathinp �nd botto c�i0rc�si�all �iave a pro��r�y ral restraint bf webs shall have bracln lnsfa, led per BGSI sections 3, 87 or 0, tion as shown above and on the Joinf Details, unless noted otherwise. (2efer to shell not be responsible for any deviation from this drawin ,any failure to build the Qona ' installation ng respons�bilitty olely for the des�i�gn 'aging own�r The suitability "r, 'try �.;, t+?1�litSo.�is any Job Number. 136DCS082 Piy:1 I SEQN: 676089 / T9 / GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty:' 1 FROM: JAH DRW: Truss Label: B01GB �`Wqt: 64A lbs I ... / ... 03/30/17 7' 7' 3' 2' (TY') 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: 20.01 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: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing requirements. 14' 7' E=4X4 14' 14' Snow Criteria (P9,Pf in PSF) DefUCSI Criteria • Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.003 1 999 240 H" 80 147 / 40 /- / 11 1168 Lu: NA Cs: NA VERT(TL): -0.003 I 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 M - - B Min Brg Width Req = - HORZ(TL):-0.003 M - - Bearing B is a rigid surface. Code I Mist Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.128 Maximum Top Chord Forces Per Ply (!bs) TPI Std: 2007 Max BC CSI: 0.070 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.098 A - B 27 0 E - F 270 -52 FT/RT:20(0)110(0) Mfg Specified Camber. B - C 74 -61 F - G 192 -68 Plate Type(s): C - D 177 - 52 G - H 88 -107 WAVE VIEW Ver.16.01.01 B.0614.20 I D - E 262 -63 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-M 136 -62 K-J 149 -55 M-L 145 -53 J-1 142 -56 L - K 149 -55 I - H 133 -59 1( Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. . a4 C - M 232 -129 J - F 305 -115 " ?a�� D - L 310 -119 E K 13 75 I - G 329 -142 ►� F .. - - 00 :. �v d�dniadcc tics tt sdc uanant arm not caw f&nd Skg o_11.n A ae9d a, a B=" ti fM,it0tIM", cmjm iM,UIttfa,VidQcc, ni 4.eIiti asc, "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALL as shown above and on any ral nc on Of failure to build the rnor . The suitability .. i�irl f�ixiTPll1S� ale Job Number. 136DCS082 I Ply:1 SEQN: 676050 / T261 SPEC 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB H yden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: B01 Wgt: 105.0 Ibs .. / ... 03/30/17 T 12' 15'10" 19'8° 21W 7' + 5' 3'10" + 3'10" 2' C�4X4 T 12 6 I L5X10(SRS) 1112X4 in D E =6X8 F fh (a) �TT a 1-3X4(A1)B 3X4(A1) vl oy q H L K J I =6X6 1112X4 =6X8 1112X4 T1°12 5' 3'8"4 3'B"4 2'1°12 7-1"12 12'1"12 15'10" 19'6"4 218" Loading Criteria (psf) Wind"Criteria Snow Criteria ft,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA CL NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.304 D 843 240 B S89 / 550 / - / - /- / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.685 D 374 180 G 915 / 571 ! - / - / - 15.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.085 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL : 0.191 C - - ) B Min B Width Req = 1.5 � NCBCLL: 10.00 Mean Height: 20.01 it Code! Wee Criteria CreepFactor.1.5 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: OA06 Bearings B & G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: 0 t h/2 TPI Std: 2007 Max BC CSI: 0.841 Maximum Top Chord Forces Per Ply cabs) Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.783 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in .00 it F1/RT:20(0)/10(0) Mfg Specified Camber, GCpl: 0.18 Plate Type(s): A - B 27 -25 E - F 1914 -3264 Wind Duration:1.60 WAVE VIEW Ver 16.01.01 B.061420 B - C 840 -1361 F - G 928 -1584 Lumber C - D 824 -1363 G - H 27 -25 D - E 1914 -3264 Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "13B" uses design values B - L 1149 - 681 J -1 1389 -798 approved 1/30/2013 by ALSC L - K 4007 -2371 I - G 1381 -802 K - J 4010 -2361 Bracing (a) Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply (Ibs) member. Or 1x4'T reinforcement. 80°/" length of a� e Webs Tens.Comp. Webs Tens. Comp. p web member. Same species & SRB grade or be r, attached with 8d Box or Gun (0.113"x2.5",min.)nails v 4� C - L 788 - 332 E - J 194 -196 @6"oc. - L-D 1716 -2890 J-F 1944 -1157 D-K 121 0 I-F 104 0 Special Loads .; D - J 463 -774 -(Lumber Dur.Fac. 125 / Plate Dur.Faa=12 TC- From 56 plf at -1.00 to 56 plf at 1.00 TC- From 56 pif at 7.00 to 56 pif at 12.00 TC- From 56 plf at 12,00 to 56 pif at 15.60 TC- From 28 pIf at 15.60 to 28 pif at 1�.67 `* TC- From 56 pif at 19.67 to 56 plf at 4.67 " BC- From 4 pif at -1.00 to 4 pif at 0.00� BC- From 20 pif at 0.00 to 20 pif at 15.60 ivj BC- From 10 plf at 15.60 to 10 pif at 21.67 BC -From 4 plf at 21.67 to 4 pif at 2 .67 S TC- 33 lb Cone. Load at 15,60,17.60 x 01, TC- 51 lb Conc. Load at 19.64 40 5A�3$ FF 5B 81 B0, BB 7P 48 t34 99 2E 85 FS, BC- 32 lb Conc. Load at 15.60,17.60k+t BC- 37lb Conc. Load at 19.64 .aaithcrit53�6f�xii�ia`.. Wind ; rst$n3ir�ttepfcatPtf�Zdaxlaa�enl��maicazWd:sptif c}�+sad"nd.crosladt Wind loads and reactions based on MWFRS.�%v+!tyn"r=*?Y '. zaagrie?-� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS Dkt WING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses ulre a eme pre In fay lcatin , han I'n , shi pin , ingtalling and bracing., Refer to and fgllowthe latest edit, n of ¢CSI Building Component Safety njormation, by TPI an� SBC for sa et�vy ractices pnor to performing these functions Instaliergs she pr vide to porary bracing per BCSI , L n ass noted o herwise,top c 'ord shall hfive propedY attached srctu i sheathing nd bottom ord shag have a pro attached n id oeifm ,Locations shown for perm�nent lateral restraint bf weD shall have bracintq insta�ed per BCSI sections B3, B7 or 610, as agp{icab�e. Ap ty tatas to each face of trus and position as shown above and on the Join Details, unless noted otherwise, (Refer to o�rpnxtstir drawings 160A-Z f�r sandard plate positions. Alping, a division of ITW Build' Co ponents r41rp Inc, shall not be res onsible for any�leviation from this drawing,arly failure to build the truss in conf rmance wn A St PI , or for ha Olin shi in ; instailabeln andd bracin o trusses A seal on this drawing or ver pa e listing this drawing Indicates a y eptance $ egrespPOSnsibiengineering ngiin then urespons�bility solely for the design shown. Ttie suitability and use of this iawin for an structure I 1 W llding Designer per ANSIITPI 1 Sec.2. Job Number. 136DCS082 Ply: 4 SEQN: 685220 / T12 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 °D" OL O Z,1 FROM: JAH DRW:/ ... 03/30/17 Truss Label: B02 Wgt:137.2 be T t0'6°6 14710 18'2°6 21'8° T 3'6"6 • 38°4 3'1112 3'5°10 C 1114X6 I TT 4X16(B3) N =6X8 =H1315 1114X6 1, T2"4 37"10 3'9"12 3'5" 2'11"6 . T'2"4 10'9"14 147"10 18'0"10 21' 8" 21'8" 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: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 20.01 it .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCp!: 0.18 Wind Duration:1.60 Snow Criteria (P9,Pf in PSF) Def1/CSl Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): 0.263 J 975 240 Lu: NA Cs: NA VERT(TL): 0.594 J 431 180 Snow Duration: NA HORZ(LL): 0.073 C - - HORZ(TL): 0.165 C - - Code I Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.534 TPI Std: 2007 Max BC CSI: 0.894 Rep Factors Used: Yes Max Web CSI: 0.867 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE, HS VIEW V r: 16.01.01B.0614.20 Lumber Wind Value Set:13B (Effective 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP #1 Bot chord 2x8 SP #1 Webs 2x4 SP #13 :W1, W2 2x4 SP #1: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord:1 Row @12.00" o.c. Bot Chord: 2 Rows @ 5.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" length wood screw at each joint location. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC- From 56 pif at -1.00 to 56 pif at 7.00 TC- From 28 pif at 7.00 to 28 plf at 10.53 TC- From 56 plf at 10.53 to 56 plf at 18.20 TC- From 56 plf at 1820 to 56 plf at 21.67 BC- From 4 plf at -1.00 to 4 pif at 0.00 BC- From 20 plf at 0.00 to 20 pif at 7.13 BC- From 10 plf at 7.13 to 10 pif at 21.67 BC- 3387 lb Conc. Load at 7.13 BC-1380 Ib Conc. Load at 9.06 BC-1385 lb Conc. Load at 11.06,13.06,15.06,17.06 BC-1474 lb Conc. Load at 19.06,20.60 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 6025 13446 / - 1- 1- / 5.5 G 8685 / 4496 / - /- /- / 5.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 G Min Brg Width Req = 2.2 Bearings B & G are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 7 -6 D- E 3577 -6522 B - C 1837 -3230 E - F 3123 -5819 C - D 1895 -3340 F - G 2159 -4092 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 2874 -1628 i - H 3736 -1965 K - J 6491 -3572 H - G 3663 -1930 J-1 5878 -3165 ;P Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. X, • C - K 2843 -1583 E - I 241 -337 K - D 2081 -3876 I - F 2276 -1266 D-J 175 -29 H-F 822 -386 e� J-E 714 -457 :. u - Pr`�ind-plc5nreta �rx�nsni �m nGf cansia�rsfgnad and saaYd' ant [ts§.� 4 avdiaYt4�81mrtmslsSetiHss.�af borif�d to "¢+�alattrp+s�,, "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1°IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require a eme care in fabricating, hhaooddl"nq, shitpin , ingtalling and bracing. , Refer to and follow the latest e�ition of BCSI (Building Coniponengt Safely n((onnahon, b TPI and SBCA; for sa ety �ractices poor to performing these functions Installers s all provide to porarY �rrrep; bracing pqr BCSjnless ogled ohenmse,top chord shall have proper{ attached s ctu I sheathing and bottom chard shall �iave a properly attached n.gid cedm .Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCSI sections rs3, 67 or B10, our srrirlsa1K as applicable. Apply lat s to each face of truss and position as shown above and on the JoiniDetails, unless noted othefwise. (Refer to !l. drawings 160A-Z for sand�ard plate positions. Alpine, a division of ITW Build�{ing Components G pp inc.,shall not be responsi le for any deviation from this d wing,any failure to build the ttrruuss in canforma ce with ANSIII PI 1, or for haplirn shi pin , installatio gn� bracin of truss s.A eal on tht� drawing or cover p$ge, andnusef of rthi�nurawing for any structure i 9. resp nsibiiK9 of the uiiding Designer peeryAo51ITPI II Sec shown. The suitability Job Number: 136DCS082 I Ply:1 SEQN: 746885 / T24 / COMN 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB HJeyden-2601 "D" OL O Qty: 2 FROM: GM DRW: Truss Label: 41-1 Wgt: 36.4 Ibs .. / ... 03/30/17 5' 10, m V 5' Cam- C=4X6 T 4 T li P r r = 2X4(A1) B C= 2X4(A1) N ss A E F 1112X4 1, 1� 51 10, Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pr in PSF) fief 11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.023 F 999 240 B 433 / 205 1272 / - / 79 / 4.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.028 F 999 180 D 433 1205 / 272 / - /- / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL)' 0.009 F - - B Min B Width Req = 1.5 NCBCLL: 10.00 Mean Height 15.00 ft Code ! Misc Criteria Creep Factar.1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: .psf Bldg Code: FBC 2014 RES Max TC CSI: 0.320 Bearings B & D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: 0 10 h/2 TPI SW: 2007 Max BC CSI: 0,213 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): A - B 19 0 C - D 810 -638 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0402.19 B - C 809 -638 D - E 19 0 Lumber Value Set:13B (Effective 6/1/2013) Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 B - F 575 -620 F - D 575 -620 Webs 2x4 SP #3 Lumber value set "138" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/3012013 by ALSC Webs Tens.Comp. Wind. C-F 206 -48 Member design based on both MWFRS and C&C. �a$�iiCdcc��ay tsf tt�dce4tnant arm nut cvnsldttrp� afignud �rd�straHid ' znd etn.��at�a�ssat3icr�x#:aticmi si�3ovYi�t �e wer3f�d ri,:5ay{slcsirar'c�, 'ecpiaz:• -IMPORTANT" FURNISH THIS pRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require exVeme pre in fabriptin , hhandl'n , shi pin , mgtalling and bracing. , Refer to and follow the latest egitian of i3CSl Building Went Safety nfformaUon, b TPI an� SBCA� for set �ractices prior to perfonrnng these functions Installs s II r vide to pore Ser BCfe ,'nl�ss noted oltherwise,top chord shall have property attached structu I sheathin and bottom or�sf�al� have a proper�y n id ceiling. Loc bons shown for pe ane t lateral restraint 8f webs shall have bracingq ins�ailed per BC sections B3, 67 or f310, cab�e. Apply !ales to each face, oft ss an� position as shown above and on the Joinf Details, unless noted otherwise. (2efer to s 160 'for s�andard plate positions. a division of ITW Builddi Compon n G (gyp Inc. shall not be esponsible for any deviation from this drawing,arty failure to build the conform, ce wi(h AN. 0 1, or or a �Im shippm ,installation and bracin of trusses.A eat on this drawing or cover p g this draw�ng, indicates acceptance of progfessrona engineering respons�bllity solely. or the design shown. The suItItility, 6x�tey .....FI'tYJJ"i ll�ll±x idt Job Number: 136DCS082 Ply. I SEQN: 746883 / T31 / HIPS 4EHB Hayden-2601 "D" OL OW [DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: 41-2 Wgt: 44.8 Ibs ! ... 03/30/17 3' 7' 10, 3' 4' 3' 12 4 C =4X6 L) LO T iY, = 2X4(A1) B E= 2X4(A1) A F 13 r 1 H G 1112X4 =3X4 1,1, 3'1"12 3'6"12 313118 1, 3'1"12 6'8"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions (Ibs) TCLL• 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.021 G 999 240 B 493 / 241 I - 1- l - 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.046 G 999 180 E 493 / 241 / - /. / - / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.014 G - - B Min B Width R 1.5 NCBCLL: 10.00 Mean Height: ft g Code / Misc Criteria Creep Factor.1.5 E Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.192 Bearings B & E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.213 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.039 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): A - B 19 -14 D - E 410 -919 Wind Duration:1.60 WAVE VIEW Ver. 15.01.01.0402.19 B - C 408 -923 E - F 19 -14 Lumber C-D 368 -883 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) op chord 2x4 SP #1 Tot Chords Tens.Comp. Chords Tens. Comp. chord 2x4 SP #1 Webs 2x4 SP #3 B - H 858 - 374 G - E 855 -376 Lumber value set "136" uses design values H - G 872 - 370 approved 1/30/2013 by ALSC Loading" qA Maximum Web Forces Per Ply (Ibs) " Webs Tens.Comp. Webs Tens. Comp. #1 hip upports 3-0-0 jacks with no webs. 'OEM C- H 99 0 G- D 104 0 Wind `�` C-G 11 0 Wind loads and reactions based on MWFRS. Ptfritadctpl¢sorttx"3doctx"ant`armnot wnifdavnd sF,pedznd'a 14d ."nnB t1ra;5Nh-AY's.•t$icriti�licaypoaln must aya YaNfhd�cn anyelr#tranY ,XCG1a:�. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses require extreme pre in fabriptinq,�1andl'n , shi pin , installing and bracing. Refer to and follow the latest edition of BCSI ((Building Con bracng !ponent Safety.ln[ormation, byt TPI anb JBCA; for saty �ractices poor to performing these functions. Installers shall provide terYtporar� per BCSI uunlless noted o herwise,top chord shall ave property attached structural sheathin�nd bottom c�tord shall have a proper y attached rigid ceiling. Loptions shown for permanent lateral restraint 8f webs shall have bracing ins ed per BCS sections 63, 67 or 10,E //�n !12 as aPiplipble. Apply laces to each face, of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to ., drawings 160A-Z for s�andard plate positions. Alpint}, a division of ITW Builddi Compon nts Gropp Inc.,shall opt be responsible for any deviation from this drawing,any failure to build the truss in nf$nnaroe with AtJS�/ l PI 1, or or handlingeshipping, installation and bracing of trusses A seal on this drawing or cover pag� listing thh a raw ngg indicates acceptance of ro ss ona7 engineeringg responsibility sole)y for the design shown. The Buda ility 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 thislob's general notes Pao and these web sites: ALPINE: www.al ineRw.com• TPI: www. inst.o • SBCA: www.sbdndu .00m• ICC: www.iccsafe.org Job Number. 136DCS082 I Ply.1 1 SEQN: 6761211 T551 GABL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: M2GB I Wgt:14.0 Ibs .. / ... 03/30/17 I 12 4 F,� C Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP. C Des Ld: 37.00 D Des d- Mean Height:15.00 ft : .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist 0 o h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: Any GCpl: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and I 21 21 .� 21 Snow Criteria (Pg,Pr in PSF) Doff/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.000 D - - HORZ(TL):-0.000 D - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.169 TPI Std: 2007 Max BC CSI: 0.034 Rep Factors Used: Yes Max Web CSI: 0.032 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.16.01.01B.061420 ,Px"4ce icso1'tt2ida�nmtt`'amnat'coniidsadsf*cdand'=itd, .'and t1�z37iR*P aarthmrti�tlgrirsii3c rriuxtba drarif�'d.ati aiv�r,clettrmr5c, eceiuii, ♦ Maximum Reactions (Ibs), or •=PLF Loc R / U / Rw / Rh / RL / W D" 104 151 / 80 / - 121 / 24.0 Wind reactions based on MWFRS B Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply pbs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 9 -29 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 166 -20 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-D 87 -32 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r uira a eme care in fabricatin , ha di!'n , shi pin ,installing and bracing. , Refer to and follow te latest e(iiti n of BCSI (Building Cornponen�t Safetyn(ormatwn, by TPI an� SBGgA) for saety �racticss prior t0, erfo^ning these functions. nstalle sn�l��r vide temporar ay brati�g per BCS) , mess an olherwise,top chord shall have properly attachd s�ctura sheathing and bottom o s a4 have a props y attachei7 npid cei(mg. Logtions shown for permanent lateral restraint cf webs shall have bracng mstailed per BCSI sections 63, B7 or 810, as applicable. Ap Ty Eat s to ach face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to . . o7rfttTclttsiir drawings 160A-Z fgr s�anc�ard plate positionis. Alpine, a divigqsion nnot ITty Bui�l ggin Components Groupg'inr�,pshppit of be responsible for any deviation from this drawing,aniy failure to build the Ilstlna thisfiirawino inldreAates Peceaean�ehof daroiesstona7'_engineenn9nrasponsigllitjisolely for the on this The su ta�iility any Job Number: 136DCS082 PIT. I SEQN: 676117 / T22 / GABL 4EHB Hayden-2601 "D" OL OW [DR Horton /4EHB Hayden-2601 "D" OL O Qfy:'1 FROM: DJH DRW: Truss Label: M6GB Wgt: 28.0 Ibs .. / ... 03130117 3' 5' 6' E 12 �T 4 p C to N 2X4(A1)B C— a s 1 F H G Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C D Des d:: .00 Mean Height: 15.00 It TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration:1.25 MWFRS Parallel Dist: 0 to 11/2 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 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l36" 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. Right end vertical not exposed to wind pressure. Additional Notes See DWGS S16015ENC100815 & GBLLETIN1014 for gable wind bracing requirements. 6' 3' 2' 1' Snow Criteria (Pg,Pf In PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): -0.002 H 999 240 F" 85 140 / 61 /- / 17 172.0 Lu: NA Cs: NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 D - - B Min Brg Width Req = - HORZ(TL):-0.003 D - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0,055 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.074 A - B 19 0 C - D 12 -98 FT/RT:20(0)/l0(0) Mfg Specified Camber. B - C 14 -179 D - E 6 -19 Plate Type(s): WAVE VIEW Ver.16.01.01B.0614 20 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 275 -25 G - F 289 -27 H - G 285 -26 ' ft ' ' At OF, PrFntad..egica isf tf�s dae�ani asp oat cnaafd',srcA signed and �trd . and�tt��tanEauthanc&attati,ia�js.m�at hquaritied im 5rv�¢Ienensc; icpiuw• Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. E-F 49 -19 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-H 285 -134 D-G 249 -W "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exUeme care in fabricatin , handdl'n , shi pin , ingtalling and bracing. , Refer to and follow the latest edition of SCSI ((Building Component Safety Information, b TPI an� SBCA� for satpety (�ractices poor to periormrng these functions Installers sh [I provide terttporary q bracm per BCSl. Unless noted o henvise,top chord shall have proper)v attache structural sheathmgan� bottom c�ror�shall have a propefly attach�d ripid cellin .Locations shown for permanent lateral restraint bf webs s all have bracin ins sled per BCS sections 63, B7 or 810, a rr attettrs re as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to f , drawings 160A-Z for stantlarcJ plate posi@ons. I ing, a division of ITWBu(I{1ip%mpoonan's,ilure to build the tin rnthis drawnnr� �hnd�fSI1,forha diinq shtppin ,ins ilatrrpn andd bracng of truss s.A eal on this drawing d use of this g, nd �fors nietu a pe essonslbil^g fthen uitdinoDesi r^e�oefelyf$orthedesign shown. The suita�iility g i th p fty g g per ANSIlTP11 Seat. Gnr more inrnrmepnn een 1hi" tnh'a nnnnnal "nine noon nrtrl fi,eee..roh n(}nc At DIMP- ux,n., nlninnih„ mm TCI• unu., lntnel nen• CGI`e• Inn- Job Number. 136DCS082 I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O Truss Label: P1 PIy:1 Qty: 9 Wgt: 25.2 Ibs SEQN: 676123 / T4 / MONO FROM: JAH DRW: / ... 03/30/17 :4X4C 12 4 T L co CV =2X6 D CV 2X4(A1) B T I A Li 7"4 1112X4E 51811$ 5'8t18 I I-1 Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf In PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): -0.023 E 999 240 B 293 1126 / 218 I - / 101 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.030 E. 999 180 D 214 / 114 / 137 ! - /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ : 0.012 E - - rn) B Min B Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 8 Code / Misc Criteria Creep Factor. 1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearings B & D are a rigid surface. g g Load Duration:1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.325 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCpl: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.01B.0614.20 A-B 19 0 B-C 52 -131 Lumber Value Set:13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Top chord 2x4 SP #1 •Bot chord 2x4 SP #1 B - E 90 -178 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Maximum Web Forces Per Ply (Ibs) Lumber value set'13B' uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC ,D tilt - E 102 -36 C - D 1336 -640 Wind Member design based on both MWFRS and C, C. Prtntadcedestsfttfsdoc nentarmnatconsl�:xadngneiiandm04 "anQ if�S§ERaffi Se�tfiaait3w tt¢at.aad¢.ni�at be,acrirdcd as a¢y`.eletiran7c., tppiu:: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses require a eme care in fabncatinq,Thandl!'n , shi pin , installing and bracing. , Refer to and follow the latest eiti n of ¢CSI Building Canj onent Safety�niormation, b, TPI an �Si for sat�etya �ractices pnor to performing these functions. Instal!errrr�� sT11 provide to porar� , bracmp per SCSI UUUn ess noted o herwise,t p chord sf}alI h ve properly attached structural shpathinq�lnd bottorT� cio shall hav a pror y attached ripid ceding. Locations shown for permanent aterai restraint 8f webs shall have bracrng ms led per BGS sections 63, �7 or Q �tr Ilk as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Wrier to' drawings 160A-Z for standard plate positior�s. Alpine, a division of ITW Bu��Iddi Compo I L GroVp Inc. shall not be responsible for any deviation from this drawing,arty failure to build the truss in conforms ce th ANSriJgfPl 1, or for ha dliplrn shi prn , insttaallation and bracing of trusses.A seal on this drawing or cover pag andnusei of thisnurawing for anstructure ni€ theogresp�oonsibili ginof then�uilding Designer peryANSI1TPi 1 Sec.2hown. The suita�iility >r � Job Number. 136DCS082 Ply:1 I SEQN: 676020 / T39 / VAL , I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: V1 Wgt: 42.0 Ibs I / ... 03/30/17 3'8" + 7'10" + 1118" 3'8" 47 3'10" 12 III;?,C4 Q 6 3'8" 3'8" 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: II EXP: C Des Ld: 37.00 Des d:: D Mean Height: 20.04 ft .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 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. Additional Notes See DWG VAL160101014 for valley details. 11'8" 4' i _ 4' } 7'8" r 1118" i Snow Criteria (Pg,Pr in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF 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): -0.010 E 999 240 D• 75 143 / 39 / - 17 Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.004 E - - G Min Brg Width Req = - HORZ(TL):-0.007 E - - Bearing G is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 1140 Bldg Code: FBC 2014 RES Max TC CSI: 0.193 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.108 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.092 A- B 6 -3 C - D 16 -52 FT/RT:20(0Y10(0) Mfg Specified Camber. B - C 6 -3 Plate Type(s): WAVE VIEW Ver.16.01.01B.0614.20 I Maximum Bot Chord Forces Per PI- (Ibs) :.:; RIAL .:. , 4D.015A 3tr. FF 56 81�80 88 7F 48 00 99 2E $5f8� it' IsiCvahas 6atn ilawanlatiyad and seals$ try t,7aauaf Mirtinoi,r ,FE�(#i:.l€L;Rd�182)mt tfiadatrr iiwwn a}k1V9 UiirigaSHA+I '" ' avifidntsfatrcn r'o�e_ . 2r5iRild eep7es W' Wee drteisnnant xte not eansfi?cxad si3na� and.eeutid ,and[}s2'SSkry*1audicYtkatlnii axuic.m�i �hgtiedfcif�m.anysJetir"nx; "z?imfez: Chords Tens.Comp. Chords Tens. Comp. G-F 3 -6 E-D 20 -29 F-E 3 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-G 145 -75 E-C 279 -167 B - F 310 -270 '''WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire eyxt�eme pre in fabricatin�,andijng, shipping, installing and bracing. Rjfe'to andfoSafe n{foatioTPIn BCAJ) for safeyacespntoerformineseunct' BCInletssnoted ohervvise,top chord shallhave proper! attached sctheathinid ceing otionshownfor rmanentlatral resintfwebsahaveacingg ms'ie.Apply lates to each face of trussand position ashown above and on tJoinf Details, unless noted otherwise. (Refer to 60A-Z for s�andard plate positions. a division of any failure to build the Wr we suluility j . : � . Or{rJ fi7t lc'l1 tSa, 7i e, iJob Number. 136DCS082 I Ply: i SEQN: 676024 / T35 / VAL ' I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: V2 Wgt: 36A lbs / ... 03/30/17 1'81 510" i 9'8" 1'81 r 47 i 3'10" 12 Q 6 A 1112X4 IIIg�X4 ///4X6C 1-1 ri 3X4(DDi ) -spa II 2X4 F 1112X4 E 1112X 9'8" 1,8" 4, 4, f + 5'8" 9'8" { Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs), or •=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.011 E 999 240 D" 75 144 / 40 /- / 9 / 116 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 E - - G Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL):-0.007E - - Bearing G is a rigid surface. NCBCLL: 10.00 Mean Height: 21.04 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.233 Maximum Top Chord Forces Per Ply (lbs) Load Duration:1.25 MWFRS Parallel Dist: to h/2 TPI Std: 2007 Max BC CSI: 0.117 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.110 A - B 1 -2 C - D 20 -54 Loc. from endwall: not n 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. B - C 1 -2 GCp!: 0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.16.01.01B.0614.20 Maximum Sot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B (Effective 6/112013) G - F 2 -1 E - D 16 -31 Top chord 2x4 SP #1 F - E 2 -1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Web Forces Per Ply (ibs) Lumber value set "l3B" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC A-G 31 -51 E-C 321 -173 Wind B - F 369 - 235 Member design based on both MWFRS and C&C.��`qqq��fr Additional NotesAU 1;� f, ` See DWG VAL160101014 for valley details. 'a .t pa nt ,. P !n,5"rk Rd71&3}cn thadatextsawrtahnva ux&iigaSH�°5:.;<.-. . . . . zvthenftitrari eiz3e:.^ P,'i§gdregtesbfttdzslac�nynt as nateortsl�ad signed aeyd's�algd . andttmz.;t'ittt:t.-Yu1Si¢v+�:aWastcsidr rri'st 6gycri(:zdm unyelettrtinia, 'tuGlas "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requ re extreme care in fayr�catin , hlanddl•nA, shippin , ingtalling and bracing. Refer to and follow thhe latest edition of ¢CSI ((guilding Con}ponent afety Information, by fPI an SBCA� for safety �ractices prior to performing these functions %stalle shall provide terhpore E bracts per BCS) n Qss noted o erwise,top chord shall have proper)v attained s�ructurai sheathing rid botto o shall have a prope yattach o riggid cding, Locations shown fog permanent lateral restraint bf websshall have braanmsia led per BAGS sectionsB3, B7 orB1 Q ir m ' as applicable. Apply let s to each face df truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to "r drawings 160A-Z for s�an�ard plate positions. Alpine, a division of ITVy Burlddiqg Components Gropp Inc. shall not be responsible for any deviation from this drawing,any failure to build the {ass in conformance �ANSIrfPI 1, or for handlm shi pin , installation and bracin of trusses A seal on thi drawing or cover pag listing this draw lsg,�ndicates acceptance of rogfess�ona� englneerin responsibility solely for the des gn shown. The suitability and use of this r7rawing for any strudture Is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS082 Ply:1 SEQN: 676026 / T56 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty' 1 FROM: JAH DRW: Truss Label: V3 Wgt: 28,0 Ibs ! ... 03/30/17 i 3'10 78" 3'10" 3'10" { 12 A 1112X4 ///4X6B Q 6 T 3X4(DC1) E 1112X4 D 1112X4 7'8" -I _ 3'8" 4' r 3,8" 7,8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Def ICSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U 1 Rw / Rh / RL / W C* 74 / 45 141 /. / 12 192.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 22.04 it HORZ(TL); -0.007 D - - Bearing E is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code i Misc Criteria Creep Factor 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.221 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.120 Chords Tens.Comp. Chords Tens. Comp. A - B 9 -7 B - C 12 -57 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.114 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber. GCpI: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver.16.01.01B.0614.20 Chords Tens.Comp. Chords Tens. Comp. Lumber E- D 6 -8 D- C 24 -39 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "136" uses design values A - E 178 -109 D - B 303 -178 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.� . Additional Notes CS See DWG VAL160101014 for valley details. 46oi5A3sFF.5Bs zBos67F48`00992E$SFB stifkitctn.l�NsbacpekpranlcaiUpaiedagd saatadtryldyuu,l7Ai,tlncz� P�[aL, Sk 7Id7162j'ecs rifmdatpzhmwn9beVatSiltga SH{.S '' ' '"utlicsvt�aEPcn ciidc: . PrinSitdce�lps i,jSh,$zxinKtxnentxFm not wntl�ssad atgnedpmd.xssgNd and tfascttti alithngitka'aipnsrid¢.misi,bo;ucri£icdai apyelettrm�dc, �ea"pfeib "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses reeqquire extreme cafe in fabricatin , hhaDDdl'n shippin , Ingtailing and bracing. , Refer to and follow the latest edit! n of PCSl ((Building Component Safaty, Information, b TPI an� SBCA; fo'r safe (ractices poor to performing these functions Installers shal��p vide terhporartrey: brad er BCSI , UnleLss noted o�herwtse,top chord shall hive proper) attached structur�t sheathinq� nc� bott% chord slialll have a pro attacPlyn�lid cei(ing. ocahons shown for permanent lateral restraint 1f we s shall have racintq ins I�e per SI sections B3, B7 or 0, as applicable. Applgy plates to 7ach face of truss and osition as shown above and on the Join Details, unless noted otherwise. p (Refer to am nears rrx drawings 160A-Z for standard plate positions. Alpine, a division of ITWjL' ssin nfonna ce wiA��istingth�sdrawn ,incates aeee tance oippro sslona engineenngg responsrbility solely for the design shown. nd use ofthis �rawg for any s�ructure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. The suitability Por more Infonnatton see this ob's Boers) notes a e and these web sites: ALPINE: www.al ineitw.com TPI: www. tnsLo SBCA www.sbdndus .coin ICC: afe.org Job Number: 136DC8082 Ply:1 SEQN: 746866 / T37 / VAL 4EHB Hayden-2601 'D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V4 I Wgt: 25.2 Ibs / ... 03/30/17 5'8" + 311"8 12 6 B=4X4 1112X4 A N=3X4(D1) N `+ 1 E II 2X4 D 1112X4 5,8" i 1'8"8 311"8 J r 1'8„ 8 5,8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def[/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W E' 74 129 137 / - / 10 168.0 TCDL: 7.00 Speed: 160 mph P .. NA Ce: NA VERT(LL): -0.020 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.023 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.008 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP: C Mean Height: 23.07 ft HORZ L : 0.009 D - - �) a 9 BearingE is rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 Maximum Top Chord Forces Per Ply pbs) Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.130 Chords Tens.Comp. Chords Tens. Camp. A - B 51 -18 B - C 51 -41 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.059 Loc. from endwall: no in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver. 15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber E- D 4 -3 D- C 4 -3 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chard 2x4 SP #1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values A - E 95 -46 B - D 198 -137 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and &C. a Additional Notes � *.. See DWG VAL160101014 for valley details. - ` " STATt ek41 4D01SA3a 5BaisoSB7F48fJ0992E 5FB rt�tAf6lrnhas baq.ti cFstiranlcaTtpz giadand acalsd byiAanualIMartMaz,, AE'(Si,,.l3[ a4i1$2}CFi 4flO di[o5{W,tllil9bAY04S�igaSNA=.1 Ei8Jit3CnLttitritYl6�n Pr�tuaccgfia" b1 gklx d�xunm�t an ni4 cniWd�nd s#ga"d and seaatud and fJ 55dat=8 `m�diaa3tl:aWcric io.m�et hie aflfq an J r'jcjm.mr& `xooiau "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require a eme ca a in fabncati6g h 4d1'n ,ship in , in tallin and bracing.Refer to and follow the latest edltipn of BCSI (Buildin g Component Safety nfformaUf on, bYTPI and St GA; for sa141 {;radices prior to perfoing these fur)ctions. Installers sh II rovide teiiipora boltorr� have bracing er BCSI nless noted otiierwise,top chord shall have proper attached structural shpathingg and c�tar�sf�ali a pro�ei�y attachesri, ceiling. Locations shown for permanent lateral restraint bf webs shall have bracingg ins tied per BCS sections B3, B7 or 10, r n s as applicable. ARpTy plates to each face of truss and position as shown above and on the Jo!nf Details, unless noted otherwise. Refer to, drawings 160A-Z or standard plate positions. AlpinQ, a division of ITW Buildi Compgn nts Gropp In ;shall not be responsible for any deviation from this drawing,any failure to build the tr�uss m nfonnannce rmt� ANS�19fP1 1, oror handling' s�iippin ,installation and bracing of Uusses A eal on thi drawing or cover pag Ineerin t�or the desgn shown. The suitaoility tlstin th�s drawln ,indicates acce nce of professlonal en responsibility sole)y and use of this rrawing for any s�r cture is ibe responslbilit� of the �uiiding Designer per ANSI/TPI 1 See.2. For more inform.U.n see this ob's eneral notes a and these web sites: ALPINE: www.ai ine tw.00m 7PI: www. insto SBCA www.sbdndu .coin ICC: www.iccsafe. Job Number. 136DCS082 Ply: 1, SEQN: 746867 / T38 / VAL 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: GM DRW: Truss Label: V5 Wct:16.8 Ibs I ... / ... 03/30/17 1'8"8 3'8" 1'8"8 1111,18 12 6 B=3X4 3X(4�(D1=3X4(D1�) T •• J_ ��l2 c 3,8n _I 3'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflectlon in loc Udefl U# Loc R / U / Rw / Rh / RL / W A' 71 / 23 / 31 /- 17 144.0 TCDL: 7.00 Speed: 160 mph K. NA Ce: NA VERT(LL): -0.005 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.006 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 - - A Min Brg Width Req = - Des Ld: 37.00 EXP' C HORZ(TL):-0.002 - - Bearing A is a rigid surface. Code I Misc Criteria NCBCLL: 10.00 Mean Height: 23.57 ft TCDL: 4.2 psf Creep Factor.1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.058 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. A - B 192 -144 B - C 189 -141 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber. GCp!: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) VIEW Ver. 15.01.01.0402.19 Wind Duration:1.60 WAVE Chords Tens Comp Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. A-C 136 -145 4!E'(a"tgtk,9+6718?jcn tiro date ifi"wn'abava�c§ingaSHif1 '., . . autZi"tii5taitor ewes:! Px#niade.�ie. aftf�,:davmsni zrm natcenilugrmd signed qnd �uuFnd aced't}szSr%3�e.�si:t}iczsti�tldei.i�lo mttt hgv¢rlf�cdcn anq clenrors4c., zaglay. '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require a eme care in fabricatin , handl•n , shippin , ingtalling and bracing. , Refer to and follow the latest edition of ¢CSI (Building Corhponengt Safety Information, b TPI an9 SBCA; for safety �ractices pnor to performing these functions. Installs sh 11 provide terhpore �y bracing per BCSI Unless noted o�herl rise,top chord shall have proper)y attached structural sheathing and bottomr� ctor�hall have a properly CRT nppid ceifint Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCS sections 63, 67 or 0, oar 7lenrx7sr as applicable. Apply lates 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 s9ndard plate positions. ffine, a division of ITW B""dirp��Components Gro{�p inC.,shall not be responsible for any deviation from this d[awing,anv failure to build the inconform.ncewithh ANSUTPI 1, or for har�diinq' shippinc], installation and bracing of trusses.A sal on this drawing or cover page gthis drawing, indi 9 tes a eptance of pro-fesional a ineerinrespnstbity solety taor the design shown. The suitability use of this rawin for an structure is a res onsibil of the uiidin Desi nor er ANSI/TP11 Sec.2. For more information sea this 106's general notes nano and theses weh sltas- ALPINE- wxnv.alninniha_m TPL•-tninst.nm- SBr`.A- www ctu4ndusiry min• ICCwwwlm¢afa.nm t Job Number. 136DCS082 PI) 1 SR 746868 / T21 ! EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hal yden-2601 "D" OL O Qty: 28 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8 Ibs / ... 03/30/17 C 12 6 M 0 O � i'b M 2X4(A1) B A I � 1, I T T Loading Criteria (psp Wind Criteria Snow Criteria (Pg,Pr In PSF) Def1/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L!# Loc R / U / Rw / Rh / RL / W B 336 1155 / 257 / - / 211 / 5.5 TCDL: 7.00 Speed: 160 mph Ph NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 26 / 102 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.022 D - - C 171 1169 185 1- 1- l 1.5 Des Ld: 37.00 EXP: C L : 0.031 D - - HORZ�) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 20.00 it Creep Factor. 1.5 B Min Br Width Re 1.5 9 q Soffit: 2.00 TCDL: 42 psf BCDL: 5.0 sf p Bldg Co 9 de: FBC 2014 RES Max TC CSI: 0.533 D Min Br Width Req g Load Duration-1.25 .0 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Req = gearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: no in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpI: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, VIEW Ver.16.01.01.0402.19 Wind Duration:1.60 WAVE Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and "IMPORTANT" FURNISH a reqquire a sine pre in fa ricat nenf Saflty nonnation, by TPI a Ser BCS , UUUn less noted olherwi: rimid cedingg. Locations shown ica6 a, A pfy ates to each faG is 16OA-Zpfor 9ndard plate posr a division of ITW Buildi Comp< confgnnance with ANS�fPI 1, ( this (frawin , indicates acce t re of this �rawing for any s>Qn A-B 27 0 B-C 77 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 &!.�ta3eeQlas t�itt�z �rx�.rncnt"arp nat�c"nildsnd srgi"ii md.saat�d . "nd tt�*8autiic�'Ricat)ch:imii*m�ttt 6e �¢d(:cd ix� uny'aleLticnY, iYtlp(u 'ALL NOTES ON THIS DRAWING! tLL CONTRACTORS INCLUDING THE INSTALLERS ingtalling and bracing. , Refer to and follow the latest edit! n of ¢CSI Building actices pnor to performing these functions Installers shah provide to pora properlyY att�che� s�ructur sheathrn.%Ind bottr �ord shall have a prog?y :straint bf we s s al have racln ins Ilad per CS sections 63, B7 or 0, as shown above and on the Joinf Details, unless noted otherwise. (Refer to ire not be responsible for any deviation from this drawing,anv failure to build the in IlaUon and bracln of trusses A eai on this drawing or cover page engineering responsibility soleiy_or the design shown. The suitability Job Number. 136DCS082 Ply.1 1 SEQN: 676030 / T5 / EJAC 4EH8 Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O City: 2 FROM: JAH DRW: Truss label: EJ2 Wgt:11.2 Ibs I / ... 03/30/17 V /0 12 6 (j C Tco 2X4(A1) � T_Lo 11 21 2' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI 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 B 163 / 68 1144 / - / 63 15.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 6 / 30 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 33 128 / 10 / - /- 11.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Height 18.76 ft g TCDL: 4.2 psf CreepFactor. B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf p Bldg Code: FBC 2014 RES Max TC CSi: 0.099 D Min Brg Width Req = - Load Duration:1.25 MWFRS Parallel Dist h12 to h TPI Std: 2007 Max BC CSi: 0.023 C 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: 0.000 Loc, from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpl: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver.16.01.01B.0614.20 Wind Duration:1.60 WAVE Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. fair i�� •F Pr9nLtdce�les of eh�s daaTnant ar¢ na}canil�ad•sPgncd and ssx(nd . 'nod-[}a�';.c+.A>3 iitlant4�t1en affiIc.mlatbe +radt+cd m a0•rafedror�, xot+rau, A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "' -IMPORTANTFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus Cses require axtreme care in fabricatin , hhanddl'n , shippin , ingtalling and bracing. , Refer to and follow the latest e�ition of SCSI Building omponent Safety information, b TPI an� SBCA; for safety �ractices poor to perfonning these functions Installers s all provide to porar alley bracing per BCSI Unless noted o herwise,top chord shall have proper! attached structural sheathing and bottom chord Khali have a props y attacheo rigid ceiling. Locations shown for permanent lateral restraint �f webs shall have bracing installed per BCSI sechans 63, 67 or B•10, �,v F�nt�r� t_� as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (iefer to „1. _„'., drawings 160A-Z for s�andard plate positions. Alpine, V ivisionina'] f Bui,,ilure to build the t[ussnof rmcehA Sill PI 1, or for handlin shi pm ,ins Ilation and bracing of trusses.A eal on this drawing or coverpgIistingtdicates acrep�ance of roessPona� engneerin responsibility solely t�or the design shown. The suota�iilityand usof thiIng for any structureis 'ie responsibility of the �uliding Designer per ANSIfI P11 Sec.2. Fnr mnm infnrmnfinn w thla inh-n na ml nntw nano n 4 th—. wah nlfa At PINP u"w, nWn.11w min• TPI• un,nu fninnf nm• CRf:A• uuw nh.•ini„nin, min• If:r• uiuiu, irvwvh nm Job Number. 136DCS082 I Ply:1 SEQN: 7468811 T30 / EJAC ' I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O Qty: 3 FROM: GM DRW. Truss Label: 4EJ3 Wgt: 12.6 Ibs / ... 03/30/17 4 12 C T TLO 2X4(A1) B M 3V A p I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7, TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 15.00 .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Di: Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: F GCpi: 0.18 Wind Duration:1.60 Lumber Value Set,13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS an( 3' r 3' Snow Criteria (Pg,PI in PSF) Doff/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W K NA Ce: NA VERT(LL): NA B 190 187 1151 / - / 57 / 4.0 Lu: NA Cs: NA VERT(TL): NA D 49 / 7 / 38 / - / - / 1.5 Snow Duration: NA HORZ(LL): -0.003 D - - C 62 143 / 25 ! - 1- / 1.5 HORZ(TL):-0.004 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req = - 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.15.01.01.0402.19 A-B 19 0 8-C 20 -61 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 C&C. PrMtedccgleso1 tip des== are nagwnitdrad dpgdand mind ant. tiaz'.v,�,.S audiasi�xaFlpnia8miinccha A¢dii�?s'n.u"yelr3Rrcnic, "WARNING" I READ AND FOLLOW At -IMPORTANT** FURNISH THIS DRAWING TO ALL a division of any as INCLUDING THE INSTALLERS Refer to and follow the latest e�ition of ¢CSI Building i ming these functions. Installe s II provide to pora rtiriy, uctural shpathingg and botto c�iorc�shall hav a properly lave bracing installed per BCSI sections B3, 97 or B1 Q on the Joint Details, unless noted otherwise. Defer to ,ampo�r¢ttrsirc r any iaviation from Pis drawing,any failure to build the •ing o trusses.A ea on thi drawing or cover page, _ ins(bIl'(ty solely_t or the design shown. The suitability Job Number. 136DCS082 Ply: 1 I SEQN: 676032 / T591 EJAC 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: EJ2A WcA: 11.2 Ibs I ... / ... 03/30/17 12 C 6 T T 2X4(A1) B :' LO _T_p rn 4"J e— A D � 2r �— 1' 2' Loading Criteria (psr) Wind Criteria Snow Criteria (Pg,Prin PSF) DefUCSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# TCDL: 7.00 Speed: 160 mph Pf.. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: ll Snow Duration: NA HORZ(LL): 0.000 D - - Des Ld: 37.00 EXP: C Mean Height 18.76 ft HORZ(TL): 0.001 D - - NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.099 Load Duration:1.25 MWFRS Parallel Dist h/2 to h TPI Std: 2007 Max BC CSI: 0.023 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(OU10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): VIEW Ver.16.01.01B.0614.20 Wind Duration:1.60 WAVE Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 3t5t6item i�a �basncicctranicaijy �gind and2eatnz>l by �domsatrdlarfhicrf ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh ! RL / W B 163 168 / 144 / - / 63 / 5.5 D 32 16 130 / - ! - / 1.5 C 33 128 110 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 15 -40 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 P�.[a'L,:t$e.0.7382)c}�thada3azhvwnabnva usrtig aSH�i1 �' '" auit3azi�eian szs3a_' Pr�tudc�i¢s aJtf�i daarnani��a not c"ns'lr.�md iignad and ssat�d . ,'ai�8;ttm'S�.A*L itY}iaYstSiafiertaDd4rftat frte Ucrifiz�m any ciattraU3c, �zssnlai:� "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, hhandl'n , sh! pin , in$tall!ng and bracing. Refer to and follow thhe lat�est edition of BCSI ((Building Component Safety Information, b TPI anti SBCA� for sae �ractioes pnor to performing these functions Installs shall provide terhpora {, bracing per BCS Unless noted o�herwise,to chord shall hove rogeri attached structural sheathing and bottom ord shall have a ro j attacheo rig9id ceiling. Locations shown for permanent lateral restraint �f we6s shall have bracingg ins tied per BC sections B3, B7 or y nears ur as applicable. Ap Ty pp!atQs to each face of truss and position as shown above and on the Join Details, unless noted otherw!se. (Refer to .._; draw!ngs 160A-Z I r staniiard plate positions. Alp!ne, a division of ITW Builddi Components Gropp In .,shall not be responsible for any deviation from this drawing,arty failure to build the truss in of rmapce with ANS7/nfPI 1, or for handlin s�ti pin , inst�aallation and bracing of trusses A eat on this drawing or cpver p g listing thh s �rawin9 indicates acceptance of roWess�ona� engineerin responsibility solely tsor the design shown. The sErtagility and use of this drawing for any structure is the responsibility of the �u)Iding Designer per ANSIITPI 1 Sec.2. IJob Number. 136DCS082 I I Ply:1 SEQN: 676095 / T18 / JACK . I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Haayden-2601 "D" OL O Qty: 5 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs 1 ... 03/30/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-1 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 19.50 fi TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist C&C Dist a: 3.00 it Loc, from endwall: no GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 20 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS an[ 5' 5' Snowy Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in lop Udefl L/# Loc R / U / Rw 1111 / RL / W B 263 1123 1208 I - / 155 15.5 PF, NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 90 117 / 70 / - / - 11.5 Snow Duration: NA HORZ(LL): -0.007 D - - C 119 1115 158 / - 1- / 1.5 HORZ(TL): 0.010 D - - Wind reactions based on MWFRS Code / Mise Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min Brg Width Req = - D to h/2 TPI Std: 2007 Max BC CSI: 0.182 C M!n Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. In 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver.16.01.01 B.0614 20 WAVE A-B 27 0 B-C 53 -126 C&C. Prfntadet le5bfef li c=MeFo mof �cmn duad '& sd-0s lid. ;and Chi.'birA-LYerthc>itiattcrtridg,rii�tbo ticiifcd cx� anyc!¢itrun7c; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" I READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7��sses require ex�eme care in fabrics In , hha ddfn , sh! pin , installing and bracing. , Refer to and follow the latest eddrtiqn of BCSI ((Building Component Safety Information, b TPI nu SBG�A; for safety �ractices prior to performing these functions installe sh II r vide terhporary rtttey, bracing per BCSI Unless noted o�herwse,top chord shall have property attached s�ructurai sheathingthrnc� bottom cior��tral��ive a properly attachad ri !d ceihng. Locations shown for Permanent lateral restraint 8f webs shal have bracin ins lea per BCS sections B7 or 810, '. am n nt 'iiz as applicable. Apply pplat s to each face oftruss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to drawings 160A-Z for stanrrard plate positions. Alpine, a division of ITW Bu'ddi Comporents Gro(tp In, shpll not be reppons!bie for any deviation from Pis drawindg,any failure to build the tI'isutin m�onf$nnapce with AIUS�I l PI 1)por for ha�ndphng�s irpm�, in g IlaUon andd bracml of trusses.y sea on this rawnng or c vet pgoility and user of tthisnurawing for any struucture is the responsibllrty of the building Designer per ANSIrrPhe 11 Sec.2hown. Trie su Job Number: 136DCS082 Ply:1 SEQN: 676083 / T11 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJ5L Wgt:18.2 Ibs / ... 03/30/17 C 12 6 ch 77 0 r- N � e d7 =2X4(A1) B A D 51 2t 5, Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Des d:: D Mean Height: 19.25 it .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Disc: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpf: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Def ICSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefi U# PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.005 D - - HORZ(TL): 0.008 D - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.419 TPI Std: 2007 Max BC CSI: 0.172 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): VIEW Ver.16.01.01B.061420 WAVE OE ,OF, ,r Pi�itadcc�ifgs Gf tf•�"s�ar�x"snt`arm nat Smsltcred'ugnei3 and �teask�d'� •'acid:ttmzS. rW.B;xudias5i�adcn.caiennzt 6e ueHf:ad en an}+,¢ic�rantic, 'ica(cic:. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 337 / 181 / 297 1- / 179 15.5 D 87 /10 /75 /- /- 11.5 C 109 1105 145 1- l- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 52 0 B-C 49 -122 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme pie in fabriptin , handl'n , shpin , ingtailing and bracing. Referto and follow the latest editi n of BCSI Building t S fety Informatwn, by TPI an� SBCAj for sa ety �racUces pnor to performing these functions. Installers sh II provide to pora BSI. Unless noted o herwie top chord shall have proparlYY attache sctural sheathm��nd bottom crorc�shall have a propey d ceiling. Locations shown or ermanent lateral restraint bf webs s al have bravingg ins ed p r BCS sections 63, B7 or 810, ,iie. A 60A-Zpply plates to each face of truss and position as shown above and on the Joint Detafis, ungess noted otherwise. (2efer to for standard plate positions. a division of TPi 1; or torn acceptance any structure failure to build the g or cover page m. The suitability riiiy: . OmjR?IlClllx lie Job Number: 136DCS082 I Ply: 1 I SEQN: 676097 / T19 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hy yden-2601 "D" OL O Qty: 5 FROM: AH DRW: Truss Label: 13J3 I Wgt: 12.6 Ibs I / ... 03/30/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-1 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 D Des d:: Mean Height: 19.00 fl .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: A GCp!: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS am I C 12 6 � ce) O LO 2X4(A1) B CIO cal D 3' 3' Snow Criteria (Pg,Pf In P8F) Def11CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W B 193 / 95 / 162 1- / 101 15.5 PF. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 51 /8 / 42 / - / - 11.5 Snow Duration: NA HORZ(LL): -0,003 D - - C 64 162 / 28 I - I - / 1.5 HORZ(TL):-0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 D Min Brg Width Req = - D to h/2 TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.000 r FT/RT:20(0N10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 16.01.O1B.061420 WAVE A-B 27 0 B-C 29 -110 C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 4tf:4i 5Az3S EF 5B 81>B1} 66 7F48'(3,0 99 2E 85 fD sA ziCrmh�as bean glvtirm�Ira�iy s8 agd:�pte� br ekanvaf RAarRMt3ai� P6 (&'t�[& U47387!'�t'hada0a xtmsvnabeyggar�igaSH� r ^.. zuUiasit&atiaai irisi¢.'. Pr�igd cxs�lasbf thau'cc�mnnnipse net conii�ad signed and �s.+nkgd , grid ares'sczA tiianNcaUamrridamiat }la'vedflidminyr7et{far.&, -WARNING-1 READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISO THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin , handl'�q shi pin , in@tailing and bracing., Refer to and follow the latest editign of BCSI (Buildinggg 9=1Componengt Safety in{ormatlon, by TFile SBCA; for safety Oractioes pnor to performing these functions Installersshall provide terhporary and 11 per BCSI , nlless noted o her Mse,top chord shall have properlyY attache s�ructur�l sheathin �nd bottom cord shall have a pro r y attached n id cei(inpp. Locations show t� for permanent lateral restraint cf we s s al have racin ins led per BCS sections B3, B7 or 0, as applicable. A pTy pletes to each faoe, of truss and position as shown above and on the Join f Details, unless noted otherwise. itefer to drawings 16OA-Z or stantlard plate positions. Alpine, a divis!on of ITW Build' Components Gropp In .,shpli not be responsible for any deviation from this d win ,any failure to build the truss ingnf$nna�ce with ANs��i l Pi 1, or for ha�ndlingf s Ippingi, installation and bracin of truss A seal on th��s dgrawmg or cover peg listing s raw n indicates acce tance ro ess one en ineerin respons bility so eiy for the design shown. The suitability and use of this Drawing for any s{rructure Is the responsibility of the �uliding Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS082 Ply:1 I SEQN: 676081 / T54 / JACK 4EHB Hayden-2601 "D" OIL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: BJ3L WQt: 14.0 Ibs I ... / ... 03/30/17 C T 3' 2' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 D - - Des Ld: 37.00 EXP: C HORZ(TL): 0.007 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 18.75 ft BCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.719 Load Duration:1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2007 Max BC CSI: 0.158 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): VIEW Ver. 16.01.01B.061420 Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 6/1l2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "136" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C.1 Pr4ntsdctvks of &A dPO4 and 0164 ,Sndihini=tLm 4edltaE m anrcltttrpN.+e, ,,4fvi , ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 281 / 164 1269 / - / 125 15.5 D 48 /19 /54 !- /- /1.5 C 45 /45 /23 /- /- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 52 0 B-C 20 -94 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r uire e�ctreme qfe in fabricatin , handl'n , shl pin ,installing and bracing. , Refer to and follow the latest editi n of BCSI (Building ' Component Safety Information, b TPI an� SBCA� for safPetyractices poor to performing these functions. In falls sh I� provide terhporann; brac!n per BCSI. Unless ogled oiher mse,top chord shall have properly attached s�ctur�i sheathinlnd bolo cior�shali have a proplf{y 'itachoo rig id ceilin . ocaUons shown for ermanent lateral restraint bf webs shall have racing ins led per BAGS sections 63, 67 or Es 0, om nttrrs,iz as applicable. Apply lat s to each face oiptruss and pos"stion as shown above and on the Joint Details, unless noted otherwise. (Refer to : �., drawings 160A-Z for slan�ard plate positions. Alpine, a division of ITW BuildingComponents Groy�p In .,shalt not be esponsi le for any deviation from this drawing,an failure to build the truss in conformance with ANSITfPI 1, or for handlmp' sei ping, ins Ration an bracing of Uusses.A seat on this draw or cover page listing this drawing indicates acceptance of rofess�onal engineeringg responsibility solely for the design shown. The swtability and use of this r7rawing for any structure is the responsibility of the euiiding Designer per ANSI/TP11 Sec.2. Job Number. 136DCS082 I Ply:1 I SEQN: 676099 / T20 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 03/30/17 4"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: it EXP: C Des Ld: 37.00 D Des d:: Mean Height: 18.50 .00 NC9TCDL: 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 I Loc. from endwall: Any GCpi: 0.18 Wind 1.6iJ Lumber Value Set:13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 C —F T 2X4(A1) B co o LO r T A �— co D 1' 1' 1' _ Snow Criteria (Pg,Pf In PSF) Def 1CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 87 / 146 I - / 49 15.5 Lu: NA Cs: NA VERT(TL): NA D 11 / 11 / 19 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - - C -14 / 29 / 27 I - I - 11.5 HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor:1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0}/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (ibs) Plate Types}: Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.16.01.01B.061420 A-B 27 0 B-C 29 -19 Pr6�titd crMplcs arthis drrt!�ncrtlxga nrtk can�:zad argncd;aerd saa4nd snCrtres,�l�.a;iz,tiia,s�ymrrcadc.m�azt ba u@rifis�! ur ur��Jessrmis�, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING-1 READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme p[re in fab�catinq, hhaoddl!!'n , shippin , ingtalling and bracing. , Refer to and fgilow the latest edition of ¢CSI ((Building Corgponenc Safety Information, byr TPI .and SB A) for safety ractices pnor to performing t�ese functions Installs shall prt�+nde terhporary aiie(i< bracin per BCS� n �ss n �ed o he We tpp chord shall have pro pertY attagche(I s� uctura shea�thingy pott�n� c�rord shal hav a proger y attachad ri id ceiling oca ons shown rf ermanent lateral restraint of we s snal have bracin ins Ilad er S sections 63, �7 or 10, p elr .ur as applicable. g% y Elatgs to each face o truss and position ass own above and on the Jo!n Deta!ls, unless noted otherwise. (Refer to drawings 160A- for s n and plate positions. Alpi iq, a division of ITVy Buil 'pg Components Gropp InC.,shall not be es onsible for any deviation from this drawing,any failure to build the �russ in nf$mta�rce wi A �lNPI 1, or for handlingg ippin,iq, instal l atirPn and bracins of trusses.A eal on thi)S drahwing or cover p ge fisting this raw n Indicates acceptance of go) ss oval en ineerin respond bility solely t�or the des gn s own. The su lability and use of this �iawing for any �t'ructure is the responsibility of the �uliding Designer per ANSI/TP11 Sec.2. Job Number. 136DCS082 Ply:1 I SEQN: 7468771 T28 / JACK 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 4 FROM: AH DRW: Truss Label: 413J1 Wgt: 11.2 [be .. / ... 03/30/17 2X4(A1)B 3_'7 5 C LO r 1' 1� � 1' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc UJdefl L/# TCDL: 7.00 Speed: 160 mph Enclosure: Closed PF. NA Ce: NA VERT(LL): NA BOLL: 0.00 Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - Des Ld: 37.00 EXP: C Mean Height 15.00 ft HORZ(TL): 0.000 D - NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.172 Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.018 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): VIEW Ver 15.01.01.0402.19 Wind Duration:1.60 WAVE Lumber Value Set: 13B (Effective 61112013) 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.-�p t t ' Ya9"i$dcrgii¢s tdthu daKunant'uo no coniicued sEgned and,mijd �aifl2hsr�*S�Ys.�a�5i�atlais rmlghiistFav uadt:�i;� ahy;�lcitrprair z1a(w T ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 147 / 100 1133 ! - / 29 14.0 D 10 /11 /19 I- 1- 11.5 C -13 / 24 126 / - 1- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply pbs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 20 -9 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r urre a�reme qfe in fabricatin , hha di' shi pin , ingtalling and bracin . , Refer to and follow the latest a iti n of ¢CSI ((Building Conmponen�t Saf ty In�ormaGon, by.TPl an� SBG�A;�o� saety �racbcas poor to perfor�mmg t�ese functions. Installs sQ provide terhporar�; b at-c-happdwings 160A-Z for s�anc�ard plate positions. Alpinea division of ITW Bll��'�Id'q�Components Gropp In4.,shall not be responsible for any deviation from this drawin ,any failure to !wild the truss ,6 nf$rtna�ce witfl ANS�uTPI 1, or for handhngf shipping, installation and bracing of Vusses.A sal on this dgrawmg or cover pgg listing th�s raw n indicates acceptance of ro essrona engineerin respons�bdity solely t�or the design shown. The Sur tabii'ity and use of this Bi"Ing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2. Job Number. 136DCS082 I Ply: 1 I SEQN: 676101 / T271 HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O Qty: 3 FROM: AH DRW: Truss Label: CJ7 Wgt: 42.0 Ibs I I / ... 03/30/17 67 + 9110"1 6'3" 3,7" D 4.24 © 03X4 C v HB 3 2X4(A1) B A I I 1112XG 4 =5X6 F E �-1'S" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-1 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Oes Ld: 37.00 Mean Height: 19.99 NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dis 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc, from endwall: A GCpi: 0.18 Wind Duration:l.6q Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 1311-8 setback jacks with o webs. Wind Wind loads and reactions based on MWF S. any 6'1"4 i 3'2" _i6"1 6'1"4 T 9'3"4 91 Snow Criteria (Pg,Pr in PSF) Deff/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 B 326 1199 / - /- /- / 7.0 Lu: NA Cs: NA VERT(TL): 0.032 G 999 180 E 410 1176 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 163 / - /- /- / 1.5 HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Code i Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.316 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0,308 D Min Brg Width Req = - Rep Factors Used: No Max Web CSI: 0.247 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver.16.01.016.0614 20 A-B 9 -8 C-D 72 -74 B - C 382 - 638 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 578 -337 F-E 0 0 G - F 570 -339 Maximum Web Forces Per Ply (Ibs) ! Webs Tens.Comp. Webs Tens. Comp. � 6 G-C 181 0 C-F 406 -684 �- ' + Y b04�102 so TAU, , A- &" . 8 FF,SB 8].8fl 8B7F 48 Of3 9S Zl; 85 Fi3 agategmn3c p udand oal rtne: iFgi�ctrrlas oitt�s drt.�mrani'arm ntrt censldxmtt �"a�.and sauH?U ""axldeMtvr�A�BzUt$icnt4�ltc»itislc:triist�e'u¢ritd�xyr any,cletirmr�lc, �zcpiau FOLLOW ALL NOTES ON THIS DRAWING! ING TO ALL CONTRACTORS INCLUDING THE INSTALLERS shippin , ingtailing and brac'ng. , Refer to and fgllow the latest a ition of ¢CSI Building safety �racUces poor to performing t�ese functions Installers s�ll provide to porarY hail have proper)y a�tathed s�ctu(a sheathing end bottom cho shall have a propel y t lateral restraint bf webs shall have braang installed per SCSI sections 63, B7 or 810, P. sition as shown above and on the Join Details, unless noted otherwise. )tefer to Inc, shall not be espongle, for any deviation from this drawin ,any failure to build the %shi pin , instal(I artdd bracin of trusses.A seal on this d wing or cover page ss�ona engineering responsibility solely for the designs own. Th. suitability ` .omp�rtentx �i: Job Number. 136DCS082 Ply:1 I SEQN: 676105 / T63 / HIP_ 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: JAH DRW: Truss Label: CJ2 Wgt:12.6 Ibs .. / ... 03/30117 12 494 �� C T T LO r M � 0) 43 2'9"3 1'5" 2'9"3 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeWCSI Criteria A Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA B 82 / 59 /- /- /- 17.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 5 I - / 8 1- 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 17 116 /- / - / - / 1.5 ) Des Ld: 37.00 EXP: C HORZ(TL :-0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 18.74 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 TCDL: 4.psf Bldg Code: FBC 2014 RES Max TC CSI: 0084 D Min Brg Width Req = Soffit 2.00 BCDL: 5.0 . psf Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.013 C Min Brg Width Req = - p Spacing: 24.0 C&C Dist a: 3.00 ft Re Factors Used: No Max Web CSI: 0.000 Bearing B is a rigid surface. " Loc. from endwall: NA 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.16.01.018.0614.20 Lumber A-B 14 -11 B-C 8 -6 Value Set:13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (ibs) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "1313" uses design values B - D 0 0 approved 1/30/2013 by ALSC LoadingI Hipjack supports 1-11-8 setback jacks with no webs. Wind " Wind loads and reactions based on MWFRS., ° •� TPowl Pr#ntiEd ccpres t>f thds scc�snant as noj cvnil�red skine�9 and mind anQEYasxtt»A zudi'en�ciden.irit3c.m�rsi figYcH(t�tii m any'cJettivrdt ieclai "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire extreme care in fabrieatin , hha dlin , shippin , installing and bracing. Refer to and follow the latest e{titi n of ¢CSI Building Componeng S fety Information, b TPI anu SBG�A) for safety �ractices pnor to performing t�ese functions. Installers sUl provide to porary bracin per BG8SI Unless noted o herwise,top chord shall have proper )v attached structure sheathing and bottom cho shall have a proper y attachod rigid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply Pletss to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. 1,di ine, a division of ITW B ilding Components Gropp Inr� shell not be responsible for any deviation from this drawing,any failure to build the incaf$rma�tfgIwith �NSIITPI 1por for handplrncL s ippmg, installationgartdd bracing of Vusses.A seal on thi� drawing or cover p�g nusei of thisndiawing for any stnieture the freesponsilbility of the euPiding Designer peryANSIRPl1 8ec.2hown. The su taoility C....w.,... ;_1_ .M _ ---.1. 1..b ----- ---- neon end tl nen,.. h npne• AI DI1.IP uuw elninnN,., min• TCI• w.eo lnin"1 nm• 4GCC• v.,.w "FArtdue}n, rv,m• ICC• ,.virtu Icmnfu nm Job Number. 136DCS082 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: 4CJ3 Ply:1 "D" OL O Qty: 2 Wgt:15.4 Ibs 8312 SEQN: 746879 / T17 / HIP_ FROM: GM DRW: =2X (A1) B 3! k-E A I 42113 V5 I 4'2" 3 Loading Criteria (psf) Wind Criteria Snow Criteria ft,Pf In PSF) Dsfi/CSl Criteria TCLL: 20.00 Wind Sid; ASCE 7-1 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# TCDL: 7.00 Speed: 160 mph Pt NA Go: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D - - Des Ld: 37.00 EXP: C HORZ(TL : 0.005 D ) Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 TCDL: 4.2 psf Creep Factor. 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Load Duration:1.25 MWFRS Parallel Dis 0 to h/2 TPI Std: 2007 Max BC CSI; 0.107 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FTIRT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 I Plate Type(s): VIEW Ver.16.01.01.0402.19 Wind Duration:1.60, WAVE Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fa =1.25) TC- From 0 pif at -1.41 to 54 pif 1� 0.00 TC- From 2 pif at 0.00 to 2 pif at 4.18 BC- From 0 pif at -1.41 to 4 pif 6t 0.00 BC- From 2 plf at 0.00 to 2 plf t 4.18 TC- -3 lb Conc. Load at 1.41 i BC- 20 lb Conc. Load at 1.41 Wind Wind loads and reactions based on ",A&4icsMaksdOcwanix,ranotcmii�ad'I sndsgxluti.. . alai#hatS..A-S zi,ttierttkrElen mile rn�tfeevcdfdt#d xs, an�;clefatu+dc, 03/30/17 A FBI ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 149 /76 /- I- I- /4.9 D 69 /4 I- I- l- /1.5 C 35 /5 /- !- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 9 -7 B-C 9 -2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING-1 READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT'' FURNISM THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fabricating, ar�c�fn�q, shii I , installing and brae ng. , Refer to and follow the latest egiti n of ¢CSI Building Corriponent Safety In{ormation, b TPI an ; or sa ty �racbces poor to pe ormmg these functions Installs snail provide to porary bracing pQr BCS! ,unless noted oherv�ise,top chord shall have propariY attathed s�ructurdl sheathing and bottom cord shall have a pronpee y attached n !d ceilingg. Locations shown for permanent lateral restraint lif we shall have bracing installed per BCS sections B3, B7 or 1310, nsnenrs; iiz as applicable. A p7 lat s to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Zfor standard plate positions. Alpine, a division of ITW B��tt'I i Coriiponents Gropp inr�,shpll not be responsible for any deviation from this drawing,any failure to build the truss in of rma ca wi AS�fPI 1, or for ha diin s i m , installation an dd bracing of trusses A sal on Ohl drawing or cover pa e listing th a �raw�n ,indicates acre fence of ro ess��naf englneerin0 responsibility solely tsor the des gn shown. The suitability and use of this Drawing for any otaructure is the responsibility of the ullding Designer per ANSIITPI 1 Sec.2. Job Number. 136DCS082 Ply: 1 SEQN: 681985 / T25 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT1 Wgi: 109.2 be Page 1 of 2 .. / ... 03/30/17 T W `v "�-1'4" �I (TYP) =2X4 A B C D E F G H I W=3X4 19'11"8 19'11"8 W=3X4 J K L M N O P =2X4 QR Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr In PSF) Def[ICSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 -I•" 109 /- /- /- /- 1239 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req = - BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. Des Ld: 55.00 EXP: NA HORZ(TL): 0.001 R - - Mean Height: NA ft Code / Misc Criteria CreepFactor 1.5 NCBCLL: 10.00 TCDL: NA psf Maximum To Chord Forces p Per P Ibs IY (Ibs) Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.018 A - B 1 0 J - K 1 0 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 K - L 1 0 Loc. from endwail: NA FT/RT:20(0)/10(0) Mfg Specified Camber. C - D 1 0 L - M 1 0 1: NA GCpi: NA Plate Type(s): D- E 1 0 M- N 1 0 Wind Duration: NA WAVE VIEW Ver.16.01.01 B.0614.19 E- F 1 0 N- O 1 0 Lumber F- G 1 0 O- P 1 0 Value Set:13B (Effective 6/1/2013) G- H 1 0 H-I 1 0 P- Q Q-R 1 0 1 0 Top chord 4x2 SP #1 1-1 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design n values ns. Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC k111r Bracing AK-AJ 0 -1 AB -AA 0 -1 Sheathing is required for any longitudinal(drag) AJ-AI 0 -1 AI-AH 0 -1 AA Z Z - Y 0 -1 0 -1 forces. All connections to be designed b the building 9 Y 9 r. AH-AG 0 -1 Y-X 0 -1 designer. " AGAF 0 -1 X-W 0 -1 Fasten face frame. ° , AF-AE 0 -1 W - V 0 -1 rated sheathing to one of this 0 7"'8 AE-AD 0 V-U 0 Plating Notes .. -1 AD -AC 0 -1 U-T -1 0 -1 All plates are 2X4 except as noted. AC -AB 0 -1 Additional Notes STATE ' Maximum Web Forces Per Ply (Ibs) See detail STRBRIBR1014 for bracing and bridging �;. � ®m Webs Tens.Comp. Webs Tens. Comp. recommendations. �" ��"' t• AL -AM 0 -2 R-T 0 -4 Webs are square cut except dbl diagonals or as '. otherwise shown. " A -AK 0 -5 T - S 0 7 Truss must be installed as shown with top chord up. y# Tti1' Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. #0415A38FF5B8i-BOt38,7F48OQ992E85.1`6� tAia!#rzhasbasne7cicai3pc3anEsealgG¢vanum�".gaauinoi B-AJ 0 -107 J-AA 0 -133 r!z.kus7a)cnta3aocstownxbnvauagasyp<s C-AI 0 -139 L-Z 0 -133 stii§tenti[.][�4TI4ci�d.' D-AH 0 -132 M-Y 0 -133 E -AG 0 -134 N- X 0 -134 Y,"rinindugyi,¢sottstlneananeaonotroniiradstgncd�rdsarlrid. F-AF 0 -133 O-W 0 -132 and ihcs atwn d crirtraycr rear v s3n.y&df;sd iri an �lcri u, G -AE 0 -133 P - V 0 -139 • H-AC 0 -133 Q-U 0 -107 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rennuire extreme ca a in fabricatin , hhandi'n shippin , !ngtalling and bracing. Refer to and follow the latest edition of SCSI ((Building Coniponent S fety nformatfon, b TPI ang SBCA; for safety �ractices pnor to performing these functions Installers sh II pr vide terhpora bre per BLS) Unless noted o�herwise,top chord shall have property atache(i s1ructulll shpathinq and bottom �horc�shal� have a properly �yj attached ri a calf, T, ocations shown for permanent lateral restraint bf webs anal have ratang ins tied per BCSI sections as applicable. Apply lat s to each face of truss and position as shown above and on the Joinf Deta!ls, unless noted otherwise. B3, B7 or 810, (Refer to om anrdr, iir drawings 160A-Z for s�ana�ard plate positions. Alping, a division of ITW�thB�!Id' Compon nIs Group Inc.,pshallnot bte� responsible for any deviation from this drawing,any failure 'haDdplirofashsionaf' to build the listing thisfarraawfnce indicAate?acceptance englneeorfnanred sponsibility solely for the des�gnrshown.or �rawing �uiiding The suitability and use of this for any sructure Is the responsibility of the Designer per ANSI1TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.00m; TPI: www.tpins_t.org, SBCA wwwsbdndusby.Com; I_CC: www.icmfe.org Job Number. 136DCS082 Ply: 1 I SEQN: 681986 / T25 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB ayden-2601 "D" OL O Qty: 1 1 FROM: DJH DRW: Truss Label: FT1 Wgt: 109.2 Ibs I Page 2 of 2 / ... 03/30/17 I -AS 0 -133 54tntadr.�test�{tt�a'ucuneniamnetcanfli�ad °�at�mdsazkud and ihri 5�'in�i'iud%arirffaggn:amia�fiist ba;vprifisf im sN� clrfirpi�c, zQOlnv�' "WARNING-1 READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqwire ext e e pre in fabn tin9, hand[' shi pin , installing and bracing. , Refer to and follow the latest edition of CSI Building Componen Safety information, b TP an SBA; fo'r sa ety ractices prior to performing these functions. Installers shall provgde to pora bracin per SCSI Unless noted o he se,top chord shall have proper attached s�ructurai sheathin and bottom chord shall Have a pro�erryiy attachoc7 n9id ceiling. Locations sho n for permanent lateral restraint cf webs she( have bracing ins lied per BCSI sections B3, B7 or 10, p��traat as al. Apply lates to each f$ce, of truss and position as shown above and on the Joint Details, unless noted otherwise. �2efer to t$? ..- drawings 160A-Z for svandard plate ppsitions. Alpine, a division of ITT Builddin Components Gropp Inc.,shali not be res onsible for any deviation from this drawin ,any failure to build the truss in conformance witt1ANSll� PI p, or for handling' shipping, installation and bracing of trusses.A cal on thl drawing or cover page listing this drawin indicates acce lance of rotessionaT engineerin responsibility so{ely f$or the desgn shown. The suitability and use of thls �ra.Ing for any ¢�ructure is tplie responsibility of the �uUding Designer per ANSIfTPI 1 Sec.2. Job Number. 136DCS082 Ply:1 SEQN: 681987 / T43 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "0" OL O Qty: 4 FROM: DJH DRW: Truss Label: FT2 Wgt: 142.8 Ibs .. / .... 03/301 17 1112X4 =2X4 s e AD A =2X4AE 7'3"8 T3"8 �1'3"12 11,3"11� 1112X6 1112X4 1116X8 C D E F G 9- 2 9 19,11"8 10'5"12 1` 4"4 1'3"12 =5X6 W=3X4 =3X4 1112X4 H I i k L M N AC =5X8 nwno =ono =�n4 W=3X4 =2X4 1112X4 O PQ 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W AC 1084 / - I - 1- I - l7.5 TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.379 H 616 360 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.593 H 393 240 R 1085 / - ! - /- / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.076 R - - R Min Brg Width Req = 1.3 Code / Misc Criteria NCBCLL: 10.00 Mean Height NA ft g CreepFactor 1.5 Bearings AC & R are a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.535 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.712 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:12(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. A - B 1 0 1-1 0 -4604 1: NA GCpi: NA Plate Type(s): VIEW Ver.16.01.01B.0614.19 Wind Duration: NA WAVE B - C 0 -1891 J - K 0 0 Lumber C- D 0 -3329 J- L 0 -4086 Value Set:136 (Effective 6/1/2013) D - F 0 -3329 L - M 0 -3305 E-F 0 0 M-N 0 -3305 Top chord 4x2 SP #1 F - G 0 -4618 N - O 0 -1896 Bot chord 4x2 SP #1 G- H 0 -4624 O- P 1 0 Webs 4x2 SP #3 H - I 0 -4612 Lumber value set "13B" uses design values approved 1/30/2013 by ALSO Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes ��y�� Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AC -AB 1059 0 W - V 4392 0 sari #�� AB- Z 2708 0 V- U 0 0 Camber AA Z 0 0 V- T 3809 0 Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail' �'Z - Y 4034 0 T - S 2700 0 DEFLCAMB1014 for camber recommendations. ." ' 9 Y - X 4035 0 S - R 1061 0 X-W 4624 0 Additional Notes + 2x6 continuous strongback. See detail, Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracingand bridging sma recommendations. g 9�0 Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as ®„ ,+., AD-AE 0 -3 W - J 621 -66 r otherwise shown. A -AC 0 -41 J- V 0 -425 :��""' ��.� ��. �'.; AC-B 0 -1474 V- L 386 0 Truss must be installed as shown with top chord up.J, �� B -AB 1157 0 L - T 0 -684 yJ�1,01 AB- C 0 -1136 M -T 0 -79 .; FtiALg C- Z 844 0 T- N 822 0 46015A38FF56kB1681 F4808992E9F"i D-Z 0 -89 N-S 0 -1119 sb iemmhasbaus lcuanic_49j�.dZ-F 0 -959 S-O 1161 0 e i#t ,ue eanaxfit�sf eaatastfo¢ nib$v'9ng3sxAs F - X 1381 0 O - R 0 -1477 amut= flm txil¢. X - G 0 - 918 P - R 0 -40 H-W 0 -326 R-Q 0 -7 ,P`riaegdcr l¢s trio sdaLrrent arandt coniidaxad*gd=d�ttsalgd ,andiitzs»rift*Rix.T}iat�fntislpivcoiia.m�ssti�gtienfisd as an<r clectrepic, edAiat= "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS auire ex�eme ca a in fabricatin , handl'n , shi pin , ingtalling and bracing. Refer to and follow the latest edition of ¢CSI (Building t Safety in{ormat�on, by TPI an� SBCAj for saety �ractices poor to performing these functions Installs sh II rovide terhpora BCSI Unless noted o herwise,top chord shall have properly attached s�ucturei sheathing 2nd bottom or�sf�all have a proper�y �id ceifinq. Locations shown for permanent lateral n straint bf webs shall have bracing installed per BCsections 63, B7 or 810, �my� zltr�. uz e. A pTy plates to each face of truss and osition as shown above and on the Join Details, unless noted otherwise. �2efer to j 60A-Zfor stantlard plate positions. p vision of ITW Bui' Components Groltp In,shpll not be responsible for any deviation from this drdwing,any failure to build the 'form. ce w.W A uUTPI 1, or or handling, s ipptng, instillation ana bracing of trusses.A sal on this drawing or cover page drawing in icates acceptance of professional engineering responsibrlity solelyor the design shown. The suitability sf this thawing for any structure Is the responsibility of the Budding Designer per ANSIfI P11 Seo 2. mation see this (ob's general notes page and these web sites: ALPINE: www.alainahw.com; TPI: vnvw.tpinst.om; SBCA: wwwsbdndusby.com• [CC: www.icwafe.org Job Number. 136DCS082 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Truss Label: FT3 =4; A B T ae T =2X4 38 _P�=== S =4X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA. Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Di t NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: A 1: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Hangers / Ties (J) Hanger Support Required, by others Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonal or as otherwise shown. Truss must be installed as shown with to chord up. -IMPORTANT** a division of PIy:1 I SEQN: 676129 / T32 / SY42 ryden-2601 "D" OL O Qty: 11 FROM: DJH DRW: Wgt:98.0lbs / ... 03/30/17 7'3"8 978 15'11"8 778 2' + 6'8" �= 4{ 1-10"12 �{ { 2,6" � 1'3"12 - i - _ I F' l � — 2'6" —'i" 17 { =4X4 1113X4 E,'N t�l 1113X4 =4X4 =4X6 G H I J K O N M L 1113X4 =3X4 =4X6 =4X6 15'11"8 Snow Criteria (Pg,Pf in PSF) DefI/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W P,NA Ce: NA VERT(LL): 0.176 F 999 360 S 864 / - / - 1- / - 17.5 L. NA Cs: NA VERT(TL): 0.280 F 663 240 L 878 / _ / _ /_ Snow Duration: NA HORZ(LL): 0.031 B - - S Min Brg Width Req = 1.5 HORZ(TL): 0.051 B - - L Min Brg Width Req = - Code / Mise Criteria Creep Factor. 1.5 Bearing S is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearing S requires a seat plate. TPI Std: 2007 Max BC CSI: 0.679 Rep Factors Used: Yes Max Web CSI: 0.404 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 F- G 0- 2675 WAVE VIEW Ver. 16.01.01 B.061420 B - C 0 -1441 G - H 0 -2664 C- D 0 -2393 H- I 0 -2356 D- E 0 -2393 1- J 0 -1442 E-F 0 -2670 J-K 3 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. S- R 834 0 O- N 2527 0 R- Q 20 N- M 20 Q-P 2825 0 M-L 83121 831 0 ira"Jc ' , P - O 2675 0 +�- Maximum Web Forces Per Ply (Ibs) e� a 7 2 * Webs Tens.Comp. Webs Tens. Comp. T-U 0 -3 G-O 0 -354 A- S 0 -41 O- H 552 -47 S-B 0 -1161 H-N 0 -391 Aft B- R 844 0 N- I 464 0 a R-C 0 -807 I-M 0 -808 4"+. .: AR.-1160 Q-E 0 -393 L-K 0 -15 420 -� K-L 0 -45 - FF PE 1. dplS[ pd718..)cxt?f¢d�to xrwyurtatiava U�llaa SHE i' _... ., . .'avttitxi�t5cai itiide: .. PrMigdcrgifesoft}dsd« rant arpnot 5onildtzad sfgnci6 anti IcmaWd and'itr�'sv1t-3i'err�ar�avcx� �nE3crti�as6ouedf�i i*et�n}relcnreir�lc, ecaiex' READ AND FOLLOW ALL NOTES ON THIS DRAWING! THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ng, hha dl'n , shi pin , Ingtalling and bracing. , Refer to and fgllow the latest egiti n of ¢CSI Building nd SBG�A; for s lety (�ractices pnor to peZrmmg these functions Installers s all r wde to pore e,top chord sha I have proper!Y attache structural sheathing bottorr� chord sf�all have a progeny or emtanent lateral restraint bf webs s al have bracin ins led per BCSI sections B3, B7 or 10. . o�truss and position as shown above and on the Joinf Details, unless noted otherwise. i2efer to a�r�rn>rts:;;r Job Number. 136DCS082 Ply 1 SEQN. 681991 / T44 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB Hayden-2601 "D" OL O Qty: 3 FROM: DJH DRW: Truss Label: FT4 Wgt:105.0 Ibs / ... 03/30/17 i 778 } 9-3"8 9j5� 12 16710 I 7'3"8 2' 4 6'8"14 1112X4 A B T 28 V1 =2X4X 3'8 V Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: .00 Mean Height: NA ft TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 1712 1-3"12 1112X4 =4X4 1112X4 1113X4 C D E F U T S R =3X6 1113X4 W=H0308 16'2"10 [-!-t 117.1 f -1'3" 1112X4 W=3X4 =4X4 1112X4 G H I J K L Q P O N 1114X4 =3X6 Snow Criteria (Pg,Pr in PSF) Def ICSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce:NA VERT(LL): 0.185 F 999 360 V 878 /- I- 1- l- 17.5 Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 N 880 / - l - /_ ! - 13.1 Snow Duration: NA HORZ(LL): 0.032 B - - V Min Brg Width Req = 1.5 HORZ(TL): 0.056 B - - N Min Brg Width Req = 1.3 Code I Misc Criteria Creep Factor 1.5 Bearings V & N are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.682 Bearing V requires a seat plate. TPI Std: 2007 Max BC CSI: 0.743 Rep Factors Used: Yes Max Web CSI: OA13 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 G- H 0 -2444 WAVE,HS VIEWVer.16.01.01B.0614.19 B-C 0-1471 H-I 0 -2444 C-D 0 -2454 I-J 0 -2444 D- E 0 -2454 J- K 0 -1472 E-F 0 -2759 K-L 1 0 F - G 0 -2766 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. V- U 849 0 R- Q 2766 0 U- T 2066 0 Q- P 2764 0 - t T- S 2702 0 P- O 2065 0 S-R 2702 0 O-N 849 0 '. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. W-X 0 -3 Q-G 144 -71 A-V 0 -41 G-P 0 -648 ST TI. V-B 0 -1181 95 -13 P- 0 B-U 865 0 P-J 516 0 U- C 0 -827 J- O 0 -825 a�' C- T 528 0 O- K 866 0 NAI E-R 45T-E0 -162 N-M 0 -140 R-F 56 -322 ?�i}npitder{rics eiftfsx dnxiannrasi`arc not custi(�erad signed aid snz4nd :aHd'i1m1nSR-8sudiarstkatipn �airtmizih�yuad(l�d,� aity'efetircrks, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS irequ re extreme cafe in fabricating, hard I(' shi pin , installi�.BCS.,rssnoted g and bracing. Refer to and follow the latest editipn of BCSI (Building nent Stafetyn(ormatron, by TPI anc7 SBG J toF satPety {�racticesrior to performing t�ese functions. Installe shall provide terhpora eoherw _ top chord hall haproperaSrig,Iin .Locationsshown forpermanentlatraltraintf webs shall have bracing installed per BCS sections 63, B7 or 810, cable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to Is 160A-Z for standard plate positions. a division of ITW Bu!Idin Componfnts Groap InG, shall not be re a onsibie for any deviation from this drawing,any failure to build the confonnapce ylvitt�AIVSIigfP11 1, or ar handlingf shiPpml, installaU9,n and bracing of trusses.A seal on thi drawing or cover pag this draw ng, ind sates acceptance of �ro ess ono? engineering responsibility solely -for the des�gn shown. The surta�iility Job Number. 136DCS082 Ply:1 SEQN: 622561 / T34 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O Qty: 1 FROM: DJH DRW. Truss Label: FT5 I Wgt: 44.8 Ibs / ... 03/30/17 1'2 12 --� 7h- --{ 1712 --� �!4 IMENEM IIIII 11111 .-. k— 3'8"8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT. NA PP Deflection in loc Lldefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Ph NA Ce: NA VERT(LL): 0.002 B 999 360 E 199 / _ / - / _ / _ / - BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.003 B 999 240 D 209 / - / - / - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.000 D - - E Min Brg Width Req = - Des Ld: 55.00 EXP: NA HORZ(TL : 0.001 D - - ) D Min B Width Req = 1.3 NCBCLL: 10.00 Mean Height: NA ft g Code / M1sc Criteria Creep Factor. 1.5 Bearing D is a rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.064 Load Duration:1.00 MWFRS Parallel Dis NA TPI Std: 2007 Max BC CSI: 0,144 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA itRep Factors Used: Yes Max Web CSI: 0.029 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: A FT/RT:12(0)/10(0) Mfg Specified Camber. A - B 0 -19 B - C 0 -11 I: NA GCpi: NA Plate Type(s): Wind Duration: NA WAVE VIEW Ver.16.01.018.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Lumber Chords Tens.Comp. Value Set: 13B (Effective 6/112013) E - D 108 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Maximum Web Forces Per Ply (Ibs) Webs 4x2 SP #3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set "1313" uses design values approved 1/30/2013 by ALSC E - A 0 -64 B - D 0 -124 E- A 0 -21 D- C 0 -36 Additional Notes E- B 0 -112 C- D 0 -63 Webs are square cut except dbl diagonals r as otherwise shown. A - E 0 -34 C - D 0 -21 Truss must be installed as shown with top hord up. # s Q STAT . A YrSititderYptna of Ytttsd+x�netsi era nrrt coniid^rad s€@�i¢d and sasskid . :as�Q ttss�R•1iau�tficritio3inis' `ca3atli�t�+e tiur3f.;ad ivr nn�rrlenrpnic, AND FOLLOW ALL NOTES ON THIS DRAWING! iRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I�f ,sipp,rsafeshall hnt lateral restraint bf webs shall have bracng msailed per�CSl sections B3, B7 or0, ors vrtrttrrsriic sand position as shown above and on the Join Details, unless noted otherwise. )refer to f , a division of ITVy< Bu'I 'p Co ponents G yip inc.,shail not be responsible for any deviation from this drawing,an failure to build the �nf$mta�rce mth A�S�17�PI � or far ha�nc�imgf shiPpin�, mst�llation and bracn� of Vussels.A seal an 4hi� drawiYng or cover page s raw n Indicates ace lance pro ess one eng Hearin respons brfity so ely for the des gn shown. The suitabll �e of this �rawing for any $�ructure Is fire responsibility of the �uliding Designer per ANSI/TP11 Sec.2. Job Number. 136DCS082 Ply:1 SEQN: 622563 / T42 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wgt: 30.8 Ibs / ... 03/30/17 Loading Criteria (psi) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac=1.00 / Plate Dur.Fac =1.00) TC- From 50 pif at 0.00 to 50 plf at 2.58 BC- From 5 plf at 0.00 to 5 pif at 2.71 TC- 200 lb Conc. Load at 0.40 TC- 878 lb Conc. Load at 2.02 Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. —1-3"12 ---� F3 i F3 � 1� 0 12 '— 2'8"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.005 B 999 360 F 435 / - / - / - ! - / - Lu: NA Cs: NA VERT(TL): 0.007 B 999 240 D 785 /- l - I - 1- l 6.0 Snow Duration: NA HORZ(LL): 0.001 D - - F Min Brg Width Req = - HORZ(TL): 0.001 D - - D Min Brg Width Req = 1.5 Code! Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.946 TPI Std: 2007 Max BC CSI: 0.124 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.104 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber. A- B 1 0 B- C 1 0 Plate Type(s): WAVE VIEW Ver.16.01.01 B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. F- E 266 0 E- D 266 0 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 0 -179 B-D 0 -447 Alt..s F-B B- E 0 -363 38 -19 D-C 0 -10 C- D 0 -406 '. b > 4: " STAVE.O 0 01. • N; yytti3��= rti li 0i W8,FF 5B 81,6 13B 7F 4f3 ©Q 99 2E 8 4Ql,tiiiam r�az bads alnCar�ltzrr% �iisd and aaated4ry'>.7dtysal�A YrL+indccptasnfthtsdonanent`?tmnofconiid ad'ggng4and watnd arid�Chz'S)Ul*thtlliaYtVaticts cndo itnst6n,�iedfiad L, anyrJccErsj�c, ''caplaai **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme pfe in fabricatin , andl'n , shippin ,Installing and bracing. Refer to and fellow the latest eddition of ¢CSI ((Building Component Safety In ormahon, b TPI an� BCA� for safety �ractices pnor to performing these functions installe sh II provide tethpora and; bracin per BCS). Un ess noted o herm�e top chord shall have proper)Y att thed saural sheathing and botto c orr�ghall have a props y .Use ds �d rigid ceding Locatlons shown foF pernanent lateral restraint bf we�s shall have bracingg installed par BGS secpons 63, 87 or 810, nr 1/enrsur aapplicable. Apply platQs to each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efar to J , . rawings 160A-Z for stantlard plats positions. - Alping, adivision of ITY}+ Buil�Jin Components Group Inc.,shpll not be responsible for any deviation from this drawing,any failure to build the truss in conforma ce wi A SU9fPI 1, or for handlin shi pin , installation and bracing of trusses.A eel on thi drawing or cover page listing this draw�n� indicates acceptance of ro�ess�onalg engineering responsibility solely tsor the des3�gn shown. The suitability and use of this cawing for any structure Is the responsibility of the uiiding Designer per ANSI/TPI 1 Sec.2. IJob Number. 136DCS082 Ply:1 1 SEQN: 6819891 T33 / SY42 . I 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT7 Wart: 145.6 Ibs / ... 03/30/17 1112X4 =2X4 =5X6 AEA B T 9'g =2X4AF AD 778 978 + 15'11"12 + 19'11"8 7'3"8 2' 6'8"4 311"12 f !-' �3"12 I 1 j:F 1112X6 W=3X4 1112X4 1116X8 1112X6 C D E F G H I i u N 1'6" --f— 2712 --} 17 -{ =3X4 1112X4 =5X10 L M N =2X4 =5X8 1112X4 0 PQ AC AB AA Z ' ^ "" " U T S Rrj =5X6 =5X8 11AX10 =4X4 1114X4 =5X8 =5X8 W=3X6 19'11"e Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: �p I: NA GCp!: NA Wind Duration: NA Lumber Value Set,13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fa : 1.00) TC-From 100 pif at 0.00 to 100 plf t 19.71 BC- From 10 plf at 0.00 to 10 pif 19.83 TC- 435 lb Conc. Load at 16.98 Plating Notes All plates are 06 except as noted. Camber Max JT VERT DEFL: LL: 0.45" DL: 0.25" See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbi diagonals or as otherwise shown. Truss must be installed as shown with (op chord up. Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.453 H 515 360 AD 1165 1- I- I- !- 17.5 Lu: NA Cs: NA VERT(TL): 0.708 H 329 240 R 1440 / - 1- 1- I - l 4.0 Snow Duration: NA HORZ(LL): 0.058 R - - AD Min Brg Width Req = 1.5 HORZ(TL): 0.091 R - - R Min Brg Width Req = 1.3 Code ! Misc Criteria Creep Factor 1.6 Bearings AD & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.769 Bearing AD requires a seat plate. TPI Std: 2007 Max BC CSI: 0.967 Rep Factors Used: Yes Max Web CSI: 0.785 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0- 5184 WAVE VIEW Ver.16.01.01B.0614.19 B-C 0-2067 J-K 0 0 C- D 0 -3666 J- L 0 -4901 D- F 0 -3666 L- M 0 -4317 E-F 0 0 M-N 0 -4317 F-G 0 -5211 N-O 0 -2618 G-H 0 -5217 O-P 1 0 H -1 0 -5209 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AD -AC 1142 0 X - W 5116 0 s AC -AA 2957 0 W- V 0 0 AB -AA 0 0 W- U 4715 0 AA- Z 4503 0 U- T 3751 0 t8 + �°'' Z- Y 4503 0 T- S 3751 0 Y-X 5217 0 S-R 1434 0 " Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. {. AE-AF 0 -3 J - W 0 -298 A -AD 0 -42 W - L 259 0 AD- B 0 -1689 L- U 0 -540 1 -7 AC-C 0 -1252 U-N 727 0 y C -AA 963 0 N - T 22 -4 D -AA 0 -79 N- S 0 -1589 404i5Aa38tF'Sg81 B0B87F48t?0992Ei!5ff3 elec3rm AA-F 0 -1138 S-O 1648 0 rnajkeen 6�a bans iry ad r+�iti,>;upa77axy�tita4asos�awnabcva`�igasyriex and tnat�d h; 11 EaR k71;H7drttna7d F-Y 1536 0 O-R 0 -1995 Y-G 0-1006 P-R 0 -34 H-X 0 -137 R-Q 0 -7 arPnledrsptesCsftk3i�ce?ntaan4fconsld m!✓vgna9and.€eaVud X-J 147 0 I «antxh �.xn a_ranha�sskas}pncraic.macbe,acHfcd anyrlcal0mt, tieufau; "WARNING, READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNI H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fa¢iri1tinu,ar�ddljn , shipin ,installing and bracing. Refer to and fallow, the la��eat edition of ¢CSI Building Coin nen Safety information, by P� an BGA) for sa ety (practices prior to performing these functions. Installe sh II pr wde to pore aruy bracin, per BCS) , Unless noted oherwise,top chord shall have proper)Y attacheg structural sheathing �nd bottom c rora�shall ave a pro��y attach�tl rllg id cei(mg. Locations shown for permanent lateral restraint of wehs seal have bracing m ed per BCS sections 3, B7 or 0, as applicable. Apply Agates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to nrlrrs?nztrrs sr drawings 160A-Z for standard plate ppsrtions. Ind pine, a divisionlncg' f ITW Bu'I i Gomponents Groyrp Inc.,shali not be responsible for any deviation from this drawing,any failure to build the ssof nnwith ASg1� PI ilor far ha dlin shi pm ,installation and brawn of trusses A eat on thi drawrng or c ver pa nuse�of tthfrawing for any stru�cntu a t 1Ptie respPons,bil of then�u'r ding Designer per ANSIRPII Sec.2hown. Tgie suitability Job Number. 136DCS082 [150 SEQN: 681681 / T47 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FTS I Wqt: 86.8 Ibs ... / ... 03130/17 T 3 L T 88 Loading Criteria (psi TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " 174 "-'ice 1'4" - i (NP) A B C D E F G H I J K L M T11 , 168" f 15'11"8 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. Ali connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. a Snow Criteria (Pg,Pt In PSF) DBfl/CS1 Criteria ♦ Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U I Rw / Rh / RL / W P . NA Ce: NA VERT(LL): 0.001 A 999 360 N" 110 1- /_ / - Lu: NA Cs: NA VERT(TL): 0.001 A 999 240 Z Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0,001 A - - Bearing Z is a rigid surface. HORZ(TL):-0.001 A - - /- 1188 N Code / Misc Criteria Creep Factor 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.079 Chords Tens.Comp. Chords Tens. Comp. TPI Sid: 2007 Max BC CSI: 0.032 A- B 1 0 G- H 1 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 1 0 H - I 1 0 FT/RT:20(0)110(0) Mfg Specified Camber. C- D 1 0 1-1 1 0 Plate Type(s): D- E 1 0 J- K 1 0 WAVE VIEWVer.16.01.01B.0614.19 E-F 1 0 K-L 1 0 F-G 1 0 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z-Y 0 -2 T-S 0 -1 Y-X 0 -1 S-R 0 -1 X-W 0 -1 R-Q 0 -1 W-V 0 -1 Q-P 0 -1 V-U 0 -1 P-O 0 -1 U-T 0 -1 O-N 0 -1 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AA -AB 0 -2 N-M 0 -8 A-Z 0 -43 M-N 0 -49 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B-Y 0 -141 H-S 0 -133 C-X 0 -132 I-R 0 -133 D-W 0 -134 J-Q 0 -133 E-V 0 -133 K-P 0 -134 F-U 0 -133 L-O 0 -133 G-T 0 -133 grfitndcc�icx nitt� dac�teni aro not rani{dera,A signe� and smaiad , ;ondC.tuts:+:?A;Sstdianif�dcai:ariaitnxt5n iaciif;:dislnu+�elestrat�'s, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire exVeme care in fabricati!,&n I'n , shippin , icntistalling and bracing. Refertoand. Information, b TPIaforsafetyra cesnor toperfomm�g thesefunBCSI,unless ngted o herwisord shall have pro l ttached s(�ctu Isheathind ceifm . Locabons s own fanent lateral restraRnt �f webs shall haveiracing insa�led per BLS sections 83, 67 or 10, e. Apply plat s to each face of truss and position as shown alwve and on the JoinCDetafls, unless noted otherwise. 12efer to. 60A-Z for stan�ard plate positions. any failure to build the g or cover p tabge, vn. The su drty aney ... . t?Jft7l1L7JiyTJ'r5� iic. Job Number. 136DCS082 Ply:1 1 SEQN: 622524 / T40 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB H yden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT9 I Wgt: 114.8 Ibs I 1 ... 03/30/17 574 I 7-2"4 4-1-8 16'8" 574 I 2' 2"4 9'3"8 I 2'6" Ii'1"s { 2,5"12 1'3°1? f �'3"12 ��— 2,6" —+ 1,3" W=3X4 1112X4 1112X4 =3X6 =3X4 1112X4 =4X4 1112X4 A B D E F G H I J K 0 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 5.00 EXP: NA D5 Des d:: .00 Mean Height: NA ft TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dis • NA Spacing: 24.0 " C&C Dist a: NA fit Loc. from endwall: A I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: 0.27" DL: 0.19". ee detail DEFLCAMB1014 for camber recommend lions. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagona s or as otherwise shown. Truss must be installed as shown with tdp chord up. 16'8" Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): 0.271 R 716 360 W 917 I - I - I - l - I - Lu: NA Cs: NA VERT(TL): 0.433 R 448 240 M 903 / - l - l - I - 17.5 Snow Duration: NA HORZ(LL): 0.027 M - - W Min Brg Width Req = - HORZ(TL): 0.043 M - - M Min Brig Width Req = 1.5 Code / Misc Criteria Creep Factor. 1 S Bearing M is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.764 Bearing M requires a seat plate. TPI Std: 2007 Max BC CSI: 0.856 Rep Factors Used: Yes Max Web CSI: 0.465 Maximum Top Chord Forces Per Ply (ibs) FT/RT:12(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): IA- B 3 0 F- G 0- 2917 WAVE VIEW Ver.16.01.01B.061420 B-C 0-1503 G-H 0 -2543 C- D 0 -2861 H -1 0- 2543 D- E 0 -2878 I- J 0 -1523 E-F 0-2917 J-K 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W- U 870 0 R- Q 2884 0 V- U 0 0 Q- P 0 0 U- T 2257 0 Q- O 2885 0 T- S 2263 0 O- N 2141 0 e +� '10M„No S- R 2878 0 N- M 874 0 •, Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp. Webs Tens. Comp. A-W 0 -58 G-O 0 -465 W-B 0 -1214 H-O 0 -41 B- U 881 0 0-1 547 0 .w+ "? ,' U- C 0 -1056 I- N 0 -859 al`x C- 5 976 0 N- J 902 0 ,.. S-D 0 -348 J-M 0 -1217 +xe+� R-E 67 -270 K-M 0 -42 EG 2333 -292 L-X 0 -3 Q-22 Prindud ceptes tSftY�sdasu'nant axe not �"trsldxmd dgncd avid sraxbid' apilttot tti%istfipsstttaunr.cainm�st 6gabrit sd i+ss aft yeicttraWC, ipoi�= "dVARNING READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNI H THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS requ re a�reme cafe in fabncatin , h I'n ,shi pin , ingtalling and bracin I. , Refer to and fgllow the latest editi n of BCSI Building nengt Stafety, (n�ormatron, b r TI an� S�Gn � for safPety P tices pnor to performing these functions Installe sh�iQpro ide to porary �er BCS� n ess noted o he ise,top chord shall have roper) atteched s( ucturtl sheathrnt bottom c ro shallmve a proory n.9id ce flogg. Locations shown for permanent lateral restraint �f we s shall have racing rns , le per BCS sections 63, B7 or 0, icable. A Ty lot to each face, of truss and positron as shown above and on the JoinC Detaris, unless noted otherwise. Refer to Is 160A-Zpfgr s�anrrard plate positions. a division of ITW Build! Components Group Inc.,shall not be re onsible for any deviation from this d wing,any failure to build the conformance wi A S�fPI 11, or for haDdlinq shipping, in. ad and bracing of trusses.A eel on th� dr�wmg or cover peg this drawing, indicates acceptance of professional engineering responsibility solelyor the des gn shown. The su!taoility aruy. nal�xzntTtt� tic Job Number. 136DCS082 Ply:1 SEQN: 6761311 T45 / SY42 4EH8 Hayden-2601 "D" OL OW MR Horton /4EHB Hayden-2601 "D" OL 0 Qty: 1 FROM: DJH DRW: Truss Label: FT10 Wgt: 42.0 Ibs / ... 03/30/17 f - 174 -� �°- 174 —� Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA is NA GCpI: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac=1.00) TC- From 100 pif at 0.00 to 100 pif at 3.38 BC- From 10 pif at 0.00 to 10 pif at 3.38 TC- 917 Ib Conc. Load at 1.85 Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up. a division of i 3�4"8 Snow Criteria (Fg,Pf In PSF) DoWCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.012 B 999 360 F 591- Lu: NA Cs: NA VERT(TL): 0.019 B 999 240 D 697/- Snow Duration: NA HORZ(LL): 0.002 D - - F Min Brg Width Req = - HORZ(TL): 0.003 D - - D Min Brg Width Req = - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.563 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0,218 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.182 A - B 0 -4 B - C 0 -31 FT/RT:12(0)/10(0) Mfg Specified Camber. Plate Type(s): I Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver.16.01.01B.061420 Chords Tens.Comp. Chords Tens. Comp. F- E 595 0 E- D 595 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-F 0 -28 B-D 0 -736 F-A 0 -48 C-D 0 -179 F-B 0 -771 D-C 0 -28 ( B-E 50 -12 94bn dCMInandsaatad. ;'ua6zfuz'S#it�8acdi¢rticaElCn raio:iYi�t 5avariPscd's�c anynlestces'�, ¢cmiei "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS : care in fabdcatin , andl'n , shippin , in itailing and bracing. , Refer to and follow the latest edition of PCSI ((Building mation, by TPI en� BCAS for safety �racGces pnor to performing these functions installers shall provide terhpora s noted o!{hervn e,top chord shall have properi attached s�ructur�I sheathmp and bottom �hortl shall have a propery xations shownor ermanent lateral rests"int �f webs shall have bracing msFalied per BCSI sections B3, 67 or a10, ate'to each face, oiPtruss and position as shown above and on the Joint" Details, unless noted otherwise. (tefer to ndard plate positions. rirl i,ortor n acceptance any structure on _ nitef . ,�< • ..ont/rat1Y(II5:a3r Job Number: 136DCS082 I Ply:1 SEQN: 681686 / T46 / SY42 4EHB Hayden-2601 'D" OL OW /DR Horton /4EHB Ha1en-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT11 Wgt: 151.2 Ibs / ... 03/30/17 1'8"4 TI-12 9'1 "12 1'8"4 5'5°8 2' 143 " g r� � 6" 1 '4" 1112X4 =5X10 A B C Z =4X10 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC-From 100 pif at 0.00 to 100 pif a 18.50 BC- From 10 pif at 0.00 to 10 pif 18.50 TC- 591 lb Conc. Load at 1.81 Plating Notes Ali plates are 4X6 except as noted. 1(-) 1 plate(s) require special positioning. efer to scaled plate plot details for special positio ing requirements. Camber MaxJT VERT DEFL: LL: 0.31" DL: ur See detail DEFLCAMB1014 for camber recommen ations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridgin recommendations. Webs are square cut except dbl diagon Is or as =5X6 D E F X W 5X6 =5X8 18'7"8 9'5"12 I, f-- 2'S"12--f�3"1—'��3"1�}� 2'6"�I W=3X4 =2X4 =4X10 =5X6 1112X4 1112X4 G H I J K L M N a: =2X4 B T - 38 V U TS R Q W=H0308 18'7"'8 Snow Criteria (Pg,Pr In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc. R / U / Rw / Rh / RL / W P' NA Ce: NA VERT(LL): 0.307 V 708 360 AA 1564 / - I - 1- 1- l 4.0 Lu: NA Cs: NA VERT(TL): 0.480 V 453 240 p 1061 / - / - / - / - / 7.5 Snow Duration: NA HORZ(LL): 0.046 P - - AA Min Brg Width Req = 1.3 HORZ(TL): 0.071 P - - P Min Big Width Req = 1.6 Code / Misc Criteria Creep Factor 1.5 Bearings AA & P are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: OA93 Bearing P requires a seat plate. TPI Std: 2007 Max BC CSI: 0.759 Rep Factors Used: Yes Max Web CSI: 0.538 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 3 0 H -1 0- 4028 WAVE,HS VIEW Ver.16.01.01B.0614.19 B-C 0-1769 I-J 0 0 C-r_ 0 -3179 I-K 0 -3209 D-E 0 0 K-L 0 -3209 E- F 0 -4501 L- M 0 -1849 F-G 0 -4518 M-N 1 0 G - H 0 -4025 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Mill AA- Z 1686 0 U- T 0 0 Z- X 2664 0 U- S 3705 0 *' 'r Y- X 0 0 S- R 3705 0 X- W 3786 0 R- Q 2632 0 W-V 4518 0 Q-P 1038 0 ` " f .` a V- U 4514 0 Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp. Wens Tens. Comp. - l-� .> A -AA 0 -67 U - I 445 0 v AA- B 0 -2248 1- R 0 -675 B- Z 805 0 K- R 0 -58 Z-C 0-1192 R-L 785 0 C-X 716 0 L-Q 0 -1088 X-E 0 -841 Q-M 1129 0 E-W 954 0 M-P 0 -1444 46,bOL 1ti5 FF'5i3 81,80 86<7f 4$'t1ii.99 2E.t#S F� W F 0 -445 N - P 0 -42 r�u+rtnnih5abcenclecaranlcajs'edansava{auhyyASwalrFLLzebat V-G 92 0 O-AB 1 -3 otherwise shown. PrbEaitd sc�ttrzm6fNsvx��.nent zr�.npt cnarii�red aigne� and mx�d Truss must be installed as shown with op chord up. d tt ,, rf,, ,ea, ; rn eba acriCs l � aaycica__ , `edcid�• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI rHIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS IgQ �h1�1rJ dC�I'n , shi m , in tailin and bracing.Refer to and Ilow the latest eddrtipn of ggCSI ((Buildin Id�JBGA; for as a {�ractioes prior to perfoing these functions. Installe sh II rovide terhpora g atop chord shall hve proper i attthed structu I sheathin and botto c e�stiall have a pro y ,r ermanent lateral restraint Wf we�s shall have�racintq insulted per B�GS�sections 83, B7 or0, Q7rtrenrs aic o>Ptruss and position as shown above and on the Join Details, unless noted otherwise. Refer to „lr;, ._ :.:r'• any Job Number: 136DCS082 PIy:1 SEQN: 622572 / T41 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Qty: 8 FROM: DJH DRW: Truss Label: FT12 Wgt:145.6 Ibs .. / ... 03/30/17 �Y- 1112X4 =2X4 A B r �s 1 8 — 4AE 7'11 "4 7'11 "4 ` 13"12 I13"12I � 13 =4X6 1112X4 =6X8 1112X6 C D E F G 9'11 "4 2' �— 2'1"4 --1 11106 =4X6 H I J 21'3"8 11'4"4 �1'3"12 i =4X4 W=3X4 1112X4 =4X6 K L M N AC =5X8 1115X6 1112X6 H0308W=(I) =4X10 4X6 =3X4 21'3"8 1112X4 O P Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf.. NA Ce: NA VERT(LL): OASO X 554 360 AC 1157 I - l - I - l - 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.703 X 354 240 Q 1171 / - /- ! - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.062 Q - - AC Min Brg Width Req = 1.5 EXP: NA Des Ld: 55.00 HORZ L : 0.096 Q - - �) Q Min B Width Req � = 1.3 Mean Height: NA ft 9 NCBCLL: 10.00 Code / Misc Criteria CreepFactor. 1.5 Bearings AC & Q are a rigid surface. TCDL: NA psf Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.571 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.896 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.632 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: NA FT/RT:12(ON10(0) Mfg Specified Camber. I: NA GCpi: NA Plate Type(s): A- B 1 0 1-1 0 0 Wind Duration: NA WAVE, HS VIEW Ver.16.01.018.0614.20 B - C 0 -2048 I - K 0 -4524 Lumber C-D 0-3612 K-L 0 -4524 D - F 0-3612 L - Nt 0 -3612 Value Set: 13B (Effective 6/112013) E-F 0 0 M-N 0 -3612 Top chord 4x2 SP #1 F - G 0 -5233 N - O 0 -2045 Bot chord 4x2 SP #1 G- H 0 -5253 O- P 3 0 Webs 4x2 SP #3 H -1 0 -5012 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply (Ibs) Plating Notes ��#�� Chords Tens.Comp. Chords Tens. Comp. All plates are 5X6 except as noted. -+• � ; a *„10,,, AC -AB 1137 0 AB- Z 2925 0 W - V W - U 0 0 4840 0 (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational �� AA- Z 0 0 U - T 4840 0 Z Y 4326 0 T - S 4192 0 Tolerance, and/or zero Positioning Tolerance. - Y- X 5253 0 S- R 2927 0 Camber ,; a `C X- W 5248 0 R- Q 1134 0 Max JT VERT DEFL: LL: OA5" DL: 0.30". See detail DEFLCAMB1014 for timber recommendations. a :a, Maximum Web Forces Per Ply (Ibs) Additional Notes` Webs Tens.Comp. Webs Tens. Comp. + 2x6 continuous strongback. See detail ate. " AD-AE 0 -3 W -1 454 -14 STRBRIBR1014 for bracing bridging and brid in ° . "�', A -AC 0 -42 I - T 0 -438 recommendations. AC-B 0-1683 T-L 462 0 Webs are cut except dbl diagonals or as 8 AB- C 12 6 -1210 M S 0 -788 other-73 shouare wn. Truss must be installed as shown with top chord up. C-Z 934 0 D - Z 0 -102 S-N N - R 931 0 0 -1227 +if0 5A38fF5$81`60B$7E4$00992ESSF8 tcmhas barn akcuaaitx'�y rintiandyaetxiib maramN' artinast Z-F 0 -968 R-O 1266 0 rit4 tra7za2f«yttadamibocnabn�aw3i ga,sNfi.t F-Y 1328 0 O-Q 0 -1582 .'authcnt3�ruim lria'c Y- G 0 -602 Q- P 0 -15 X-H 274 -118 P-Q 0 -44 t'r#niadecalaSrAtYzr�isaen[vv,natcanitl;a:3,ignadduuiat3. H - W 8 -665 ax dar's€rm i utl enssaUpx �utlo mwtbauatif cd msn jstectrc 'eupiai: "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fa ncatin , hha ddI'n ,shi Component Safety Information, b TPI an� SB�AS for pin , ingtailing and bracing. , Refer to and follow the latest edditi n of BCSI (fBuilding saety �ractices poor to performing these functions Installe sh I� rovide terhpora irnr. bracing per BCSI Unless noted oherwise,top chord shall have properiY attached s aural sheathing and bottom c ort�sfiali have a proper{y attach rig id ceifin .Locations shown for permanent lateral restraint bf webs shall have bracing msialied per BCSsections B3 B7 or 810, as aPplicafie. Applgy plates to each face of truss and position as shown above and on the Joinc Details, unless noted othenxise. (tefer to om ntrrr:,ic ;1n?.. •, drawings 160A-Z for standard plate positions. _ _ , Alpine, a division of ITW Bu'Id'np�gCorn 'i nts Gropp Inc.,shpli not be responsible for any deviation from his drawing,a7 failure to build the truss in con f rna ce wi A�l�I11'PI 1, or or handlin shi pin , installation and bracing of trusses.A ea on thi d w ng or cover page listing this graw�ng, indicates acceptance of rotessPona� ongineerin responsibility solely fsor the des gn s�t4 The suitability and use of this drawing for any structure is the responsibllity of the �uiiding Designer per ANSIrTPI 1 Sec.2. For more information see this lob's oeneral notes oaoe and these web sites: ALPINE: www.ainineftw.com: TPI: www.toinsLorn: SBCA: www.sbcindusW.00m: ICC: www.1cesafe.oro I • Job Number. 136DCS082 I Ply:1 SEQN: 622580 / T52 / SY42 4EHB Hayden-2601 "D" OL OW JDR Horton /4EHB Haylien-2601 "D" OL O Qty: 2 FROM: DJH DRW: Truss Label: FT13 I Wgt:168.0 Ibs / ... 03/30/17 7.11"4 9'11"4 217' t• T11 2' 11712 I 2'6 12 — -{ Z6"12 1 2'6"12 =4X6 =5X8 W=3X4 1112X6 =3X4 =4X6 ADA B C D E F G H I J K L MN T e =2X =2X4 2x4 H i iF AB �1A Z Y X W 1112X6 U T S R Q P O AC =6X8 6X6 1112X6 W=H0308 1114X6 W 1112X6 =6X6 =6X8 1112X6 1112X6 I =4X4 Loading Criteria (psi) Wind Criteria TOLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: N 1: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. Camber Max JT VERT DEFL: LL: 0.44" DL: 0.30", ee deta(I DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonal or as otherwise shown. Truss must be installed as shown with toil, chord up. 21'7" Snow Criteria (Pg,Pf in PSF) Def1/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT. NA PP Deflection in loc Udell LJ# Loc R / U / Rw / Rh / RL / W P, NA Ce: NA VERT(LL): OA38 G 577 360 AC 1173 1- I - 1- l - 17.5 Lu: NA Cs: NA VERT(TL): 0.684 G 369 240 O 1173 /- Jr - /- / - / 7.5 Snow Duradon:.NA HORZ(LL): 0.043 B - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.068 B - - O Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & 0 are a rigid surface. Bldg Code. FBC 2014 RES Max TC CSI: 0.659 Bearings AC & O require a seat plate. TPI Sid: 2007 Max BC CSI: 0.782 Rep Factors Used: Yes Max Web CSI: 0.712 Maximum Top Chord Forces Per Ply (ibs) FT/RT:12(0)/10(0) Mfg Specified Camber, Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 0 -1133 G- H 0- 5403 WAVE, HS VIEW Ver. 16.01.01B.0614.20 B - D 0 -3083 H -1 0 0 C-D 0 0 H-J 0 -5172 D- E 0 -4630 J- K 0 -4446 E- F 0 -4625 K- L 0- 3087 F-G 0 -5411 L-M 0 -1132 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 31 0 V - U 5309 0 AB -AA 2266 0 U - T 5309 0 AA- Z 3914 0 T- S 4949 0 Z- Y 3914 0 S- R 3916 0 Y-X 5400 0 R-Q 3916 0 „* "s X- W 5400 0 Q- P 2264 0 W-V 5411 0 P-O 31 0 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. tTIAT 1f+ ' AD-AE 0 -103 H - T 28 342 s., A -AC 0 -1020 T- J 350 0 '+ A -AB 1495 0 J-S 0 -681 AB-B 0-1637 S-K 704 0 Js� B -AA 1109 0 K- R 27 0 AA-D 0 -1104 K-Q 0 -1101 D-Z 49 -3 Q-L 1116 0 D- Y 943 0 L- P 0 -1536 4D4i5A3$FFI'5 zIiOBBiF4$0.099:2E85f8 ... Y-F 0 -1160 P-M 1494 0 rA oda PE abifya d scatedI a yA H¢ JA%i»ual1.azczrtinez twLig: . F - W 330 -66 M - O 0 -1020 [ii,<tk Q47384j?¢ts_tMadaMih6wn asid,rntn6ir.�cd_` G-V 0 -320 N-AF 0 -103 v _ u qAV3 _ -5en tad(se�1Rs arEf'2z s'�es-snentga nr�t racriidcx�� .%r+cdmd.srxi"d andct�;55zd-isii9imsi%iSian>;nd�irti�athavariti�d tsiaiy�.e3e3ran�; zcu(a?: -WARNING-1 READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require a eme care in fabri tin , handli shi pin , gngtalling and bracing. , Refer to and follow the latest edit! n of ¢CSI (Building Component Safety in ormation, 6 7P arI SBCA)nfor satpety (�ractices prior to performing these functions Instaile sh I� provide terhporar�Iy bracin er BCS . Unfess noted o he .,topchord shall have ro eri att the structu I sheathin nd bolt o all hav aproperly attach ri�gid ceiling.I Locations sho for prmanent lateral restrapnt �f weab shall haverebracintg mstga�ed per B SI sections 63, �7 r 10 as applicable. Apply Pgates to ach face, of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to mFrnetits ,az drawings 160A-Z for standard pate positions. Alpine, a division of ITW Bu�%d Com n nts Grolrp Inc.,shall not be responsible for anydeviation from this drawing,arly failure to build the truss in con f rma ce with AM , PI 1 or or ha dlm shi pm , installation and bracing f trusses.A seal on thi drawing or cover peg listing this rarawin , indicates accbptance of ro�ess�one engineering responsibility solely for the des gn shown. The suita9flity and use of this �rawing for any p>?rructure is the responsibility of the uiiding Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS082 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL O Truss Label: FT14 3�8 {- 1'4" -{ (TYP) =2X4 A B C D E F G Ply:1 I SEQN: 681690 / T49 / SY42 Qty: 1 FROM: DJH DRW. Wgt: 114.8 Ibs Page 1 of 2 i ... 03/30/17 W=3X4 =2X4 H I J K L M N O P Q R W=3X4 21'7" I - 217" -i Loading Criteria (pst) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph, BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCp!: NA Wind Duration: NA Lumber Value Set:13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. Snow Criteria (Pg,Pt In PSF) Doff/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R I U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): 0.000 R 999 360 T* 109 I - l - I- l- / 259 Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. HORZ(TL):-0.000 R - Code / Misc Criteria Creep Factor 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 0 0 J- K 0 0 Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 0 K - L 0 0 FT/RT:20(0)/10(0) Mfg Specified Camber. C- D 0 0 L- M 0 0 Plate Type(s): D- E 0 0 M- N 0 0 WAVE VIEW Ver.16.01.01B.0614.19 E-F 0 0 N-O 0 0 F-G 0 0 O-P 0 0 G-H 0 0 P-Q 0 0 H-1 0 0 Q-R 0 0 1-J 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AK-AJ 0 0 AB -AA 0 0 AJ-Ai 0 0 AA Z 0 0 AI-AH 0 0 Z- Y 0 0 AH-AG 0 0 Y- X 0 0 AG-AF 0 0 X- W 0 0 AF-AE 0 0 W- V 0 0 AE-AD 0 0 V- U 0 0 AD -AC 0 0 U- T 0 0 AC -AB 0 0 Maximum Web Forces Per Ply (ibs) Webs Tens.Comp. Webs Tens. Comp. AL -AM 0 -5 R-T 0 -54 A -AK 0 -54 S-AN 0 -5 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. B -AJ 0 -142 K -AA 0 -133 C-AI 0 -132 L-Z 0 -133 D-AH 0 -134 M-Y 0 -133 E-AG 0 -133 N-X 0 -133 agndegicsutihmdrdent�mntitcacriiadsig»eandseaHd. F-AF 0 -133 O-W 0 -134 ai d ti z i L and att attpi: 1ci tkn,uarttc]f'ra artr¢lenrantc, G -AE 0 -133 P - V 0 -132 L4PiQS' H-AD 0 -133 Q-U 0 -142 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS cusses require extreme care in fabrt fln , an 1'n shi pin , installing and bracing. Refer to and fellow, the latest edit! n of gCSI (Building mponent 5 fety Information, by TF�I i C ; tors a>Pety �ractices prior to performing these functions. Installe shal� provide terhporar� aX ; bracing per BG�SI n ass noted o herMse,top chord shall have properly attached structural sheathing and bottaro cc ord shall have a proper y attach n ld ceifing Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections 63, B7 or 870, as applicable. Ap Iy lates to each face of truss and position as shown above and on the Joint.Details, unless noted otherwise. kefer to pr x?rleitfs,'i;c drawings 16OA-Z fgr s0andard plate positions. Alpine, a division of ITW Buil(lipc�Componlnts Gro{tp ,shpll not be responsible for any deviation from this drawing,any failure to build the truss In cgnf rma ce with ANSUTPI 1, or or ha dlingf shlppin�, installation an bracln of Vusses.A seat on this drawing or cover page listing this $raw{rn�, indi 9 tes acy Itance oro espiiona eineerfn� resp9ns�bilgity soplelyforthe design shown. The suitability and use of this rawin for an s ructure is a res onslbll of the utidin Desi ner er ANSIITPI I Sec.2. For more Information see this lob's general notes Dane and these web sites: ALPINE: www.aloineitw.aom: TPI: www.toinst.am: SBCA wu wshaindustm.mm: IM www.ic fa.orn Job Number. 136DCS082 Ply.1 SEQN: 684539 / T51 / SY42 4EHB Hayden-2601 "D" OL OW IDR Horton /4EHB Hayden-2601 "D" OL O Qty: 1 FROM: DJH DRW: Truss Label: FT16 Wgt:127.4 Ibs / ... 03/30/17 7 12� V4" (lYP) W=3X4 =2X4 A B C D E F G H I J K L M N O P 3;8 3.8 1112X6 1112X6 1112X6 1112X6 1112X6 1112X6 ll12X6 W=3X4 1112X6 W=3X4 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D DesNCBd:LL: 55.00 Mean Height: NA ft TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA 1: NA GCp!: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Truss must be installed as shown with top chord up. 187'8 18'7"8 Snow Criteria (Pg,Pf in PsF) DBflICSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W PF NA Ce: NA VERT(LL): 0.000 P 999 360 R' 109 1- I - I- /- 1223 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AH Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 B - - Bearing AH is a rigid surface. HORZ(TL):-0.002 B - - Code / M!sc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.009 A- B 2 0 I- J 2 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 J - K 2 0 FT/RT:20(0U10(0) Mfg Specified Camber. C- D 2 0 K- L 2 0 Plate Type(s): D- E 2 0 L- M 2 0 WAVE VIEWVer.16.01.01B.0614.19 E-F 2 0 M-N 2 0 F-G 2 O N-O 2 0 G-H 2 0 O-P 2 0 H-1 2 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AH-AG 0 -2 Z-Y 0 -2 �XIAIb� .- AF- E 0 -2 AE-AD 0 -2 X-W W-V 0 0 -2 2 «roa AD -AC 0 -2 V-U 0 -2 AC -AB 0 -2 AB U-T 0 -2 -AA 0 -2 AA-Z 0 -2 T-S S-R 0 0 -2 -2 Maximum Web Forces Per Ply (Ibs) ror ' r Webs Tens.Comp. Webs Tens. Comp. STAI J A� dam; A-AH 0 -67 Q-AI 0 -2 r roya a�� P - R 0 -50 o Maximum Gable Forces Gables Tens.Comp. Per Ply (Ibs) . Gables Tens. Comp. B -AG 0 -133 J- X 0 -133 !i)0 5A3Sff588115 6g71+I8A0992i 85FS� C-AF 0 -134 K-W 0 -133 ri s)tcenhasbcapslceuemierz#yaua�zvatePrytlanaaltaStigaz D-E 0 -133 E AD 0 -133 L-V M-U 0 0 -133 -133 P�i§6�Ck A57182]mtha �tatoshvarnalmya uailgaAHA.1 ' ' autl;aritdcadan �£:: .. F -AC 0 -133 N - T 0 -134 G-AB 0 -133 O-S 0 -133 kiMtadrsples orth6drgunanimnot etmsidccadsg+ad?ndu+abid H-Z 0 -133 .`anQ ttmW •utS.rtiatfaiico oriiuslbe itifasl'm any`cicctrnntc, `z4piai%•. '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require axtreme ca[re in fabricatin , handi'n , shippin , Installing and bracing. , Refer to and follow the latest eddition of BCSI (Building Component Safety Information, b TPI an� SBCA; for safety �ractices poor to perfonning these functions. Installe sh tl provide terYlpora n bracing per BCSi Unless ogled oherwise,top chord shall have proper)YY attached s�ructur�l sheathing and bott�m c�ior�shall have a pro�er{y attached ri9 id cetiln .Locations shown for permanent lateral restramt cf webs shag have rating ms tilled per CSI sections 63, 67 or 10, , am v�iznrx,tr as applicable. A ply )ales to each face, o truss and position as shown above and on the Join Deta!Is, unless noted otherwise. Refer to 1,, ;_,• drawings 160A-Zpfor s�andard plate pastUons. Alpine, a division of ITW Bu�'IdiRComponents Group Inc. shall not be responsible for any deviation from this drawin ,an failure to build the truss to n%mance wI%ANSUTPI 1, or for handling, shipping, installation and bracing of trusses A seal on this dgrawiYng or cover page listing this raw n in sates acceptance of ro ass one engineenn responsibility solely for the design shown. The suitability and use of this 9kawing for any structure Is the responsibility of the �uilding Designer per ANSIITPI 1 Sec.2. For more information see thislob's general notes page and these web sites: ALPINE: www.al inehw.com; TPI: www. into • SBCA: www.sbdndus .00m• IM www.icwafe.org Job Number. 136DCS082 Ply:1 SEQN: 622589 / T48 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton 14EHB HaydIen-2601 "D" OL O Qty: 8 FROM: DJH DRW: Truss Label: FT16 I Wgt:128.8 Ibs / ... 03/30/17 71"1 + 9'1"12 i 4 18'7"8 7'1 "12 21 9'3"8 gTY I i 17112 17 13" 2'5" 12-�'� —1� i' 17 =5X6 =2X4 1112X4 1112X4 1112X4 W=3X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M T � N 3•s ram. I =2X4 p p Z Y X W =5X6V U I T S R Q 1114X6 =4X10 =5X6 W=3X4 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: .00 Mean Height: NA it NCBTCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: 0.31" DL: 0.23". See detail DEFLCAMB1014 for camber recommends ors. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals pr as otherwise shown. I Truss must be installed as shown with top chord up. 187"8 Ai Snow Criteria (Pg,Pf in PSF) DBfl/CSi Criteria ♦ Maximum Reactions (Ibs) Pg. NA Ct NA CAT. NA PP Deflection in loc Udsfl U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.313 T 694 360 Z 1025 / - l - I- 1- / 4.0 Lu: NA Cs: NA VERT(TL): 0.489 T 444 240 O 1010 1- l - /- /- l 7.5 Snow Duration: NA HORZ(LL): 0.038 O - - Z Min Brg Width Req = 1.5 HORZ(TL): 0.060 O - - O Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor, 1.5 Bearings Z & O are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.722 Bearing O requires a seat plate. TPI Std: 2007 Max BC CSI: 0.793 Rep Factors Used: Yes Max Web CSI: 0.619 Maximum Top Chord Forces Per Ply (ibs) FT1RT:12(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 3 0 G- H 0 -3600 WAVE VIEW Ver.16.01.01B.0614.20 B - C 0 -1276 H -1 0 -3600 C-D 0 -1276 I-J 0 -2996 D- E 0 -2648 J- K 0 -2996 E-F 0 -3818 K-L 0 -1744 F-G 0-3831 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Z-Y 319 0 T-S 3831 0 Y- W 2096 0 S- R 0 0 W V 3303 0 Q- P 2474 0 V-U 3301 0 P-O 9W 0 6 1i :' U - T 3831 0 .' � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A A-Z 0 -33 G-S 33 -570 TAT Dr-,. : Z - B 0 -1035 S -1 361 0 °'` B- Y 1301 0 I- Q 0 -604 C-Y 0 -105 J-Q 0 -53 Y-D 0-1115 Q-K 709 0 7 0 0 -10155 W E 0 -9097 P -P 1056 E-U 879 0 L-O 0 -1371 U-F 0 -281 M-O 0 -42 4fi05A3S1(5ti83BOBB7F48Ei0992E85f8 T-G 206 -171 N-AA 0 -3 2rfn�d rs�les�lh3s dre�aneniva nu} cansl�md s�e�;nd �s+s{rd yxtHttvf:�iihWS�ssl7iar,�atlaitc»3q.ni�tbgyedf�{i+n anycicstic�k, zpalai:' -"WARNING** I READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire a me cafe in faypca ng, han%ljnfg, shiippin , installing and bracing. Refer to and fallow, the latest e(liti n of ¢CSI Building t Safe n((ormation, b TPI , n �A)) or sa ety {�ractices poor to performin these functions Installe sn II p v{ Is to pora BCSJ less noted o1herw{se,top chord shall have propedi , attache tucturl sheathint bottom �orr�sha have a pro�eny id ce{fingg. Locations shown for permanent lateral restraint cf webs s al have racin {ns ,led per Bm(S sections 63, B7 or 10, e. Ap fy lat s to ch face, of truss and p0 tfOn as shown above and on the loin Deta{Is, unless noted othervvise. (2efer to 60A-Z fgr s�andard plate positions. vision of ITW Burlddip Components Grostp InC.,shell not be responsible for any deviation from this draw!ng,any failure to build the rf rrna ce vn�h ANS119fP1 1,�or for handUn sh{ p{n ,inst�IlaOon and bracing of trusses.A seal on th1 drawmg or cover page riraw�n9, indicates acceptance of progfess�one engineering responsrb!hty solely for the des gn shown. The suitability airejr,". .. .,n7{jlt7i1�11rS�iie Job Number. 136DCS082 Ply.1 SEQN: 681692 / T50 / SY42 4EHB Hayden-2601 "D" OL OW /DR Horton /4EHB Hayden-2601 "D" OL 0 Qty: 1 FROM: DA DRW: Truss Label: FT17 Wgt: 64.4 Ibs / ... 03/30/17 �— 1'2n --�— 1'4" --� (lYP) A B C D E F G H I Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: .00 Mean Height: NA ft NCBTCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwail: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBRIO14 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. J 10'4" 10'4" Snow Criteria (Pg,Pf in PSF) DetUCSI Criteria ♦ Maximum Reactions (Ibs), or -=PLF Pg: NA Ct: NA CAT. NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 1 999 360 J- 109 /_ /- /- / - 1124 Lu: NA Cs: NA VERT(TL): 0.000 1 999 240 R Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 B - - Bearing R is a rigid surface. HORZ(TL):-0.002 B - - Code I Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TIC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 2 0 E- F 2 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 2 0 F - G 2 0 FT/RT:20(0)/10(0) Mfg Specified Camber. C- D 2 0 G- H 2 0 Plate Type(s): D- E 2 0 H- I 2 0 WAVE VIEW Ver.16.01.01B.0614.19 Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. R-Q 0 -2 N-M 0 -2 Q-P 0 -2 M-L 0 -2 P-O 0 -2 L-K 0 -2 O-N 0 -2 K-J 0 -2 114Maximum * Web Forces Per Ply (Ibs) �... Webs Tens.Comp. Webs Tens. Comp. 4aei,4 �di- A- R 0 -60 I- J 0 -41 J -1 0 - 8 ' e Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. r fib- B-Q 0 -124 F-M 0 -133 " C-P 0 -136 D-O 0 -133 G-L H-K 0 0 -136 -124 r Jw: E-N 0 -134 �f,a�0► k st. , Prtn6dcopiese ilr�elanzmsnf=znolnan dmddpinlandscaled ,and thu',zzn+FA iut7ieMtt atl¢is.cridc.inustLaUeri(iii!cn.an cledtanic, cdain:a• '°WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabttl'tcatinqq, hhagqddi+n , shippin , ingtalling and bracing. Refer to and follow the latest edition of ¢CSI ((Building Conlponent Safety nfformation, b TPI ar18 SBGA; for safe i�ractices pnor to performing these functions. installe shall provide terhpora1, bracmA per BCS). l�nless noted ohervvise,top chord shall hve proper) attached structural sheathing and bottom cord shall have a propery attachad rigid calling. Locations shown for permanent lateral restraint �f we shall have bracing installed per BCS sections B3 B7 or a10, + n�ttr�tr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer. to; drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buii m Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with A SII�PI 1, or for handlin shl pin , installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of rogfGas�one engineed responsibility solely, for the design shown. The suitability and use of this �rawing for any structure is lie responsibility of the ouiiding Designer per ANSIITPI 1 Sec.2. Fn m infnanat}nn ran this inh's remain) nnt— nana and thaw weh sita_s: ALPINE: www.alninaltw.mm: TPI: www.tnlnstom: SBCA: www.sbcindusfrv.mm: ICC: wwwkwafe.orn ® Boise Cascade Do BC CALL® Design Report Build 5837 Job Name: 4EHB Hayden D Address: Lot 82 Creekside 136C City, State, Zip:, FL Customer: Code reports: ESR-1040 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Dry I 1 span I No cantilevers 1 0/12 slope File Name: 136DCS082-Beam.bcc Description: Designs\BM1 Specifier: Designer: Jason Hill Company: Raney Components, LLC. Misc: Floor Beam\BM1 March 30, 201716:03:41 20-07-08 Bo B1 Total Horizontal Product Length = 20-07-08 Reaction Summary (Down / Uplift) ( 6s f Bearing Total BO, 6" 5,818 B1, 7-1/2" 5,424 Load Summary Tag Description Load Type 1 Standard Load Unf. Area (lb/ftA2) 2 FT3 Unf. Lin. (Ib/ft 3 FT10 Cone. Pt. (Ibs Controls Summary Value Pos. Moment 25,803 ft-lbsl End Shear 4,881 Ibs Total Load Defl. U313 (0.753 ) Live Load Defl. U442 (0.533") Max Defl. 0.753" Span / Depth 14.7 Squash Blocks Valid Live Dead Snow Wind Roof Live Trib. Ref. Start End 100% 90% 115% 160% 125% L 00-00-00 20-07-08 40 15 01-00-00 L 00-00-00 20-07-08 321 119 n/a L 03-09-12 03-09-12 509 189 n/a %Allowable Duration Case Location 69.1 % 100% 1 10-00-15 45.9% 100% 1 01-10-00 76.8% n/a 1 10-00-15 81.5% n/a 2 10-00-15 75.3% n/a 1 10-00-15 n/a n/a 0 00-00-00 Bearing Supports Dim. (L x W) Value % Allow Support % Allow Member_ Material BO Wall/Plate 6" x 3-1/2" I 5,818 Ibs n/a 36.9% Unspecified B1 Wall/Plate 7-1/2" x 3-1 2" 5,424 Ibs n/a 27.6% Unspecified Notes Design meets Code minimum (U240) Total load deflection criteria Design meets Code minimum (U360) ive load deflection criteria. Design meets arbitrary (1 ") Maximum otal load deflection criteria. Calculations assume member is fully Braced. Design based on Dry Service Condition. Page 1 of 2 40 01 5A38 FF 55 8180 BO7F 48 00 99 2E 85 FB VMSItamfiax rnn¢hctsxavrkx;a£tycS¢nrdair.+ssalegtryMt IMartinez ;'t'L, tft-@ ,than Lie 61c shown abovo OngaS A.4 xi'hnatkat&�a�'c.. F§rbtrd cr¢ ut•thk dccmtawe notomd&xad xhpwdmds ad and 0zrRhen at&xa a must f.w ditd M=Yd"Lmnk 1es. ®9oleeCascade Double 1-3/4" x 16" VERSA -LAM® 2.0 3100 SP Floor Beam\BM1 Elm Dry 11 span I No cantilevers 1 0/12 slope March 30, 201716:03:41 BC CALL® Design Report Build 5837 File Name: 136DCS082-Beam.bec Job Name: 4EHB Hayden D Description: Designs\BM1 Address: Lot 82 Creekside 136DCS082 Specifier: City, State, Zip:, FL Designer: Jason Hill Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Connection Diagram Disclosure �I b d Completeness and accuracy of input must be verified by anyone who would rely on a • • output as evidence of suitability for c particular application. Output here based on building code -accepted design • properties and analysis methods. Installation of Boise Cascade engineered a • • wood products must be in accordance with �— current Installation Guide and applicable building codes. To obtain Installation Guide or ask questions, please call a minimum = 2" c = 6" (800)232-0788 before installation. b minimum = 3" d = 12" Calculated Side Load = 440.0 Ib/ft Connection design assumes point load is top -loaded. For connection design of side -loaded point loads, please consult a technical representative or professional of Record. Connectors are: 3-1/4 in. Pneumatic Gun Nails Construction Details B ,� Top Loaded Only Connection Double 1-314" Versa -Lam 17"nr_ See below min. When 2 pieces of 1-3/4" Mersa-Lanf aF a loaded from abo Nail 9-1/2" and 11-7/8" beams w/ 2 - rows 16d box or su Nail 14"1 16w and 18" beams w/ 3 - rows 1 Sd box or sink, Nail 24" beams wl 4 - rows 1 f d box or sinker nails. BC CALCO, BC FRAMER®, AJSTM, ALLJOIST®, BC RIM BOARD-, BCI® , BOISE GLULAMTM, SIMPLE FRAMING SYSTEM®, VERSA -LAM®, VERSA -RIM PLUS®, VERSA -RIM®, VERSA -STRAND®, VERSA-STUD0 are trademarks of Boise Cascade Wood Products L.L.C. No 2 IWO 0. 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V dnOJE) sa:,DJg ON aPDJ� sapads 6ul�Dd 1DDM�Jan alcIDEJ ano.ag bx2 S ■ a�oJa .1, 9xa (a) w aDoJg .l, 9xd a) ■ amoJg .-I, bxa (a) m aDvia 'l. 4xa (1) x a:oJg ,l, 4xt (T) 00'I = qz)i 'Q 0.4nsocx3 'pas0l:u3 Allot;Jod '}4olall uDaW ,S1 'Poaus PUTA 4uu Odi 'JO on = }z)l 'a aJnsodx3 'pasopu3 '}({BIaH uoaW ,Gi,'paadS pulM ydw Obl 'JI3 00'1 = }.z)4 '3 aJnsodx3 'pasolDu3 '(1191}Jod '.jgB1aH uoaW ,ST 'paadS PuIM 4dw 0bl 'J[] 00-T = �,z>{ 13 a_msodx3 'paso):)u3 '1,gGPH unaW ,ST 'paadS pu!M qdw 09T 10T-L 33Sd jin�.aq 4.ua6aDjo jupd pn4.S ajcgn3 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orr 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 moh Wind Sceed, 30' Mean Helcht, PartlallV Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace x (1) 2x6 'L' Brace r (2) 2x6 'L' Brace I' Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B -P - n S P F #1 / #2 3' 8' 6' 3' 6' 6' T 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' B' 8' 9' 1' 11' 3' ll' it, 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' S. 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Q Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' B' 4' B' 11' 9' 8' 10' 4' 13, 1' 14' 0' Q% #1 3' 10, 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' —� S P #2 3' 8' 1 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' It, 9' 1' 10' 1' 10' 10' 13, B' 14' 0- Stud 3' 7' 4' 10' S' 2' 6' S' 6' 11'9' L' 10' 1' 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 9'9'10' 6' 13, 3' 13' 9' 14' 0' 14' 0' _P _S 1#3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 07'9' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0'U Li Stud4' 0' 6' 7' 7' 0' 8' 4' 8'8'10' 4' 13, 1' 13' 7' 14' 0' 14' 0' OH Stnndnrd 4' 0' 5' 8' 6' 0' 7' 6' 8'0'10' 4• It' 10' 12, 8' 14' 0' 14' 0' aj / 110 S #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 111 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' #2 4' 2' 7' 2' 7' 5' B' 5' 8' 9' to, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' 143 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 0J D F L Stud 4' V 5' 11' 6' 4' 7' It' 9' S' to, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' o' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' d LJ U S P F �1 F #1 / #2 4' 9' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 5' 7' 7' e' 1' 9' 2' 9' 6' 10, Ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' Il' 5' 14' 0' 14' 0' 14' 0' 14: 0' O Hl Standard 4' 5' 6' 6' 6' 11' 8' B' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X d S P #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 1 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' B' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0- #3 #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' I D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' l4' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 1 10' 11' 11' 5' 12' 8' 13' 7' 14' 0' 1 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 1 Stud #3 1 Stud 1 03 IStandard no Ins Fir -Larch Southern Pinexxr 03 03 StudI Stud Standard Stnndnrd Group B, Hem -Fir al R Btr al Dou las Fir -Larch Southern Plnerrr 0l #1 02 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B11 values may be used with these rades. Gable Truss Detail Notesi Wind Lead 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' 01 outlookers with 2' 0' overhang, or 12' plywood overhang. sY^^ Aboutl Attach 'L' braces with 10d 0.128'x3.0' min) nails, )K For (1) 'L' bracer space nails at 2' o.c. able Truss In 18' end zones and 4' o.c. between zones. _ 2' ails at 31 o.c. nbetween Diagonal brace option, -,- 19'endzoneseand 6'a o.c.ce no zones, vertical length may be doubled when diagonal 18' X 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length. diagonal brace for 6900 Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. XX Vertical Len th No Splice 2x6 DF-L 02 or Less than 4' 0' 2X4 better diagonal r I Greater than 4' 01, but 4X4 Vertical length shown i445*1 bracel single 8, less than 12' 0' In table above. jor double cut (as shown) at .L + Refer to common truss design for upper end. peak, splice, and heel plates. ontnuous Bearing Refer to the Building Designer for conditions Connect dWg al. t111Hgr 1N(8V, not addressed by this detail. er midpoint of vertical web. Refer to chart above for max g�k'le length, —VARND(rnr READ AND fID10v ALL NOTES ON THIS DRAVMGI xWMTANT— FURNISH THIS DRAVIM To ALL C@IIRACTMS DCLUDM THE DISTALLERi ��`N J Tj% \ /J, ii REF ASCE7-10-GAB16030 Tresses rrquIne treme acre m fabrI-tino, handlbhg, shipping, Installing and bracing. Refer to and Follow the late" odltion of BCS1 (Balding component Safety Information, by TPI and SBCA) for safety ` `.�Q.\ ��((�°�(\fs DATE 10/Ol/14 practtcrs prior to performhg these functions. T-Ullers shall provkhe temporary brad per BCSL unless top have bottom chord rated otherwise, chard shall properly nttnUed structural sheathing an shall have a properly attached rigid cellhg. Locations shown for permanent loteral restraint of webs have bracing abo sections or as appli-bte. Apply to each Face _ No Z DRWG A16030ENC101014 d shop plats loninstalled per the Detail., no of truss and ppoo 16O as shown above and to the Joint Detals, unless noted othenlse. J Refer to drawings 160A-Z for = .L- 74 standard plate podtkx,s. Alphe, division ITV Building C—Pon-ts fxroup Inc. be far —y ".11on from ATE OF AN 1TWCOMPANY a of shall at responsible this draeine, any failure to bind the truss Inconformance with ANSI/TPI 1, or far handltrno. shaping• L bracing = -o �y ��, MAX. TOT. LD. 60 PSF Installation of trusses. A seal on this drarhp or cover P.C. listing this d—Ing, Indcates n.cvpt.-a of professional Pow the d.0 shown. The sWt bMty and rue of this d—Ing r� �/ Q ` �K/` l p -....OfT, 13389 Lakelronl Drive 'hClly.Mos3045 respansbFlty solely for anY Lz We respordmlUty. of the Building Designer per AN"PI 1 SecZ MAX, SPACING 24,0' E Far more Information we this Job's general notes page and these rob site,, tft t!!!! ALPIND rwr.alpin.Itw.com) TP1i vww.tpinst.erg) SBCA, rw.sbcindustryarg) 100 rw.kcsafv.org t Gable Detail For I Pt -in VPrticnls Gable Truss Plate Sizes 3proprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of .apped plates to span the web. 2X4 2X4 *2X8 rroviae connections ror upurT specirtea on Tne engineerea Truss oesyn. Attach each 'T' reinforcing member with End Driven Nallsi Iod Common (0,148'x 3',min) Nails at 4' o.c, plus (4) malls In the tap and bottom chords. Rigid Sheathing Toenalled Nallsi 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4 Nall (4) toenails In the top and bottom chords. .T, This detail to be used with the appropriate Alpine gable detail for ASCE Reinforcing wind load. Member ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A1801SENC101014, A20015ENC101014, A2001SEND101014, A20015PED101014, A11530ENC101014, A1203aENC101g14, A14030ENC101014, A16030ENCI01014, A18030ENC101014—A20030ENC101014, A20030END101014, A2003OPEDIOI014 See appropriate Alpine gable detail for maximum �unreln`forced gable vertical-tengi 4 Nail Ceiling=WARNINGI- REM AND /� =WMTANTM F SS BRAVING N ALLL�C�IT�(In II St DIG THE INSTALLERS `��tt�`til��,,, MAjy Trusses require ewtrene care In fabrioatVg, ho alep, shipping. bwtadUrW m,d bracing. Refer to and `� �,1 • f lotto. the latest ecltim of BCSI ®uldrta C.9—t Safety a,forwtion, by TPl and SfiCA) for sofaty -\` t- p� practices prior to per'fo^+hg these functlans. t-tatters shut provide terym^ary bwdng per B(SLL-+Vt�y'i (C Unless rated other.Ise, top chard shall have properly attached structural sheauq on bottom chord shall have a Property attached Hold celhg. Locations shown far permanent Lateral restraht of webs - >C a I(I771 �I�1-1��_�_11 II2�� shall have bra[IM installed per SCSI cacti— B3, B7 or BID, as applicable. AppIy Plates to each face - �U V of truss and drawings as shown above and to the Joint Detals, unless rotetl otmerw'se. = �— Refer to and pos an as for stITV andard plate pwIthe J In not bany d AN (TWQOMPAW this �Pd"a-nr'Yv,vorw Fislan elt— — to build the Vrusst In �olr� with AN Rp: 1 ar�vor a=Z s�i,lppV ,tion ra' i hwtaaatlan s bracha.af tr,,.wes. ST 7E OF A seal an this drawing or cover pa '0 pe listing Wn drawkV, hAcates acceptance of IxrofessioraL i enpMer\ia Het sotNy for the design shown. The s bLIty and r of tHs dmvk% aP for any s7ruc is respoenr6llty of the bAeft DesJpner per ANSUTI'I t Sec2 Q }�� 133891¢befront Drive For more tnformatfon see this b's erteral notes a and these web sites, �� Ls \� Earth City, MO 63045 ALPD10 ...,o hNtM.Conl TPD www. Inst g Pva �i C 1 1p tp oral _CA, www.¢bclldu¢try.oroi Ica rwrlccwfe.org /� 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - IN End-nall 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 tap to bottom chord. 'T' reinforcing member material must match size, specle, and grade of the 'L' reinforcing member. Veb Length Increase w/ 'T' Brace 'T' Relnf. Mbr, Size 'T' Increase 2x4 30 2x6 20 Example, ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP 03 '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 1.30x8'7'=1112' X, TOT. LD. 60 PSF '1DUR, FAC. ANY I SPACING 24.0' REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 Valley Detail - ASCE 7-10i 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, xx Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') nails toe -palled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wine[ TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown, Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates. Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, sane 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 apptled 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 wlthi 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 purtin 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'. 4X4 12 3X4 12 Max. f Valle Spacing 2X4 -�Tf 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional, Hip ' -- 8-0-0 max —� Bottom Chord Bottom Chord End Detail Joint Detall Valley �\ Toe -„fled /ValleI I I I I I I/L I I I 1-1-1-1 TLLJ-1 SPa 20-0-0 (++) _I Supporting trusses at 24' o.c, maximum spacing, lit -VARHM- FEM MM FMLZJ ALL ND= ON TFCS WAS -WORTANfd FINISH PPS ➢RAVING TO ALL CONTRACTOLS DELUDING T/E WTALLOM Trusses care N fobrkatbq, hoMMg, shi InstWti and bradnD Refer to and �`��L JVIA y -�''. \fir' TC LL 30 30 40PSF REF VALLEY DETAIL egJre xtr*m pbrg, g iolbr the latest edtlon of BCSI O)illdlnp Canponent Safety s lnfornotion, by TPI and SBGU for soFety Pr ctkes prlar to —far-,, these Fuxtlore, tnatallars hall —1111, temporary brad�p per DCSL tbde t.d oth—lse, top Ch.,J shall have properly attached structurN heatNno arld button chord bradc1nr�pp rhall have properly atUch9d rlgld ceNng. Locations shown for permanent lateral restraint of websqF lY rtr �� , ` ��." � � C: i j\)T- � �C DL 20 g� DL 10 15 10 7 PSF 10 PSF DATE 10/01/2014 DRWG VAL160101014 shall have Installetl per BCSI at,tI.- I., B7 or 1110, .s �pp(�able. Apply plat.. to each face oP truss and podtbn as sham abovr and an the Joint D.Ld1a, tnla¢s noted otheMse. - �' % Btr LL 0 0 0 PSF AN SEW WMPAW War to drawings I60A-Z for et—d.rd plate positlons. Atpl-, m.lslan f 1TV Bdldblg Components Group 1— chat( not be —.po,. U. for any cl-bt n Fran this drarbg any fasure t bukd the truss in coniornance with ANSLTPI 1, or for ha no, ahlpp g, Installation � braWg of trusses, _ = ATF �F �_ TdT, LD, 60 57PSF 55 A seal on this d-asbp or cover page Wing Ws drawing, Indcates—eptame of professlonal me*wetrb+c ty solely For erne tlesgn shorn iFr suttamlq and use av this draft Far a,ry strv,chre� the r.sparMhLlty of tN madho B.slgn.r per ANST/TPI i S.c2. ` % •�r ` `�' �� /{• C< �i 1 �' 3JUR.FAC.1.25/1.33 1.15 1.15 SPACING 24,0' 13389 LakalroM Orive Earth City, MO 63M5 For more brfarmatlon see this ,lob's general notes iwge and these web sites ALPINE, wrroln1nelt—, TPL wwwApblst—gi SBCN www,sbClndustry.orgr ICO r...kcsal'o,orp C� �!. fitQ , l```v� /r.. l , ()t! s l � M Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 pPsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Henn Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purUns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purUns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loads. silt Refer to Enalneer's sealed truss desion drawinn for min —bark and base truss soeciflcations. Detail A I Purlin Spacing = 24' o.c, or less 12 ena5 ana ci + ems- max u,c, spacing in oeiween. Detail B l Purlin Spacing > 24' o,c, IN 12 Up to 12 V Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 R3 grade scab (1 side only at each end) attached with 2 rows of 10d box naps (0.128'x3') at 4' o.c, Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.51). ( I I // 1 1 24' o.c. max Full Top Chord Scab (Typical Each End) Chord Flat top chord purUns required at Depth both ends, purlln spacing > 24' D.C. Notel If purUns or sheathing are not specified on the flat top of the base truss, purUns must be Installed at 24' o.c, max, and use Detall A. 4' uVARtINGM REAR AM Flalav ALL NDTES CN TMS 13RAVM nDPIfiTANTo FMaSN THISAL DRAVM TO L CONTRACT= INCLUDWG THE INSTALLERS ,,,1 t\tL .w'lf'r "N �l/Y Trusses require extrene core In fabricating, handling, shipping, 4fsta 0 and br ,I,, Refer to and � S �+ PoUos the latest erstlon of BCSI fBuHdtr+g Component Safety infor,wtbn. by TPL ontl SPCA) For safety .� �\V E{�_n practices pNor to performing thaw functions. In.tallers .hail provide tonporary braMg per SCSI. Unless top hard hau have attached structural sheathlrg ontl bottom chord `` rohd otherwise, properly io how Locations attachedLocations res shall have a properly attached a rpp..... Par pernaneM ,ply N per SCSI ceftIng. shall have cw*p-p Ins SCSI sections or BIO, as to h ace Apply plates tc andn Pecs pk j::��Po of true. ad ppoosf1.n ns sh... above and on the Joint Defogs, unless noted otherwise. ' i1i4lTWdOMRANY Refer to dra�bngs 160A-Z for standard plate posltl n Alpine, a rsNsbn of ITV 8u4dd�Inpp Conponmts Grorouupp Inc, shall not ba r¢spansWle forony devloticn from tHs Fa6we to bu0dthe truss In dth PNSI/TPI i, for ha dgng, �'� �r� nr� nMvenp. anY eonFornonce w shppeg nstallatbn L bradr�g of trusses. A seal on this drosMp or cover pope UstfiO this drastq, WOcates aceeptnnce of professional responsIDRlty srcely far the design ainom The snitab0lty and use of tfJs droeY�R r1� try ss a' >� 73389 Lakefront Drive Earle City, M0630a5 VIr For any Is the spon�Wty of the B,Ading D¢sfpvr per AiLSLTPI 1 See2. — are information see this,ph's general notea edge and theserweb sites '�Qp Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3,5'> and secure top chord with 2x4 H3 grade scab (1 side only at each end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nails <0.135'x3.5'). The top chord q3 grade 2x4 scab may be replaced with elther of the following, (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1.375' malls. Note- Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nalls 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 @ 6' o.c. with C8> lid common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) in base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box malls (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces, 28PB Wave Piggyback Plate One 28PB wave pl gyback plate to each face @ 8 o e rttach_te_eth to pigg bock at time of Fabrication, Attach to-suppor g truss with (4) 0,120'x1,375' malls per face per p y, Piggyback plates may be staggered 4' o.c. front to back faces. 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 X- Hip Frame Details Hip Frame B/ 2: 'R' Lthed Use ASCE this detail 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where Indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Residential, Wind TC DL=4,2 psf, Kzt=1.00 Structura panels must be properly attached directly To hin,%% 4-,1I►1%4rlins. -lRPQiTWr— "INH WS ranvVM TTO °ALLAC`F04TRAcCTO uT"''`+MLMM TITHE DWALLERs, �e� �GE/1J5.� ��!'i ' REF HIP FRAME Trusses requlre eetrene care In fnbricatin, hwxftg, sNppVp, hstatdrq and brodng. Refer to nrd folio. the Intact edltkn of BCSI CB 11, [ar�po^-t safety lnfornaticn, by 11 and 111 for safety DATE 10/Ol/14 practkes prior to perfcndng these functions. Irotallers shall provide Umoraarryy brad per SCSI. llMeas oared aHwrdse, top chord shnu hove property attached strlxWrnl sheotNnD an'� bnttan hard * DRWG HIPFRIB01014 ..all Mve a props-y nttach.d rlpid neing Lacntbns ciam far pornonant lateral rostraht of ..be. _ _ chnU have brnWB hstnlled per HCSI sectianc B3, 87 or BIB, as npdkaGe. Apply platec to each Face = f ` aF truss nM ppoosltk n as sham above and on the Joht Details, W— noted other.Lse. aSTA`iE OF Refer to dro.ingo IGM-Z for standard plate posttlom Abhe, a dlvlskm of [TV BultdhD Canpanents Group Inc shall not be responsSlle for any deviation Fran 9 t Q AN ITWCOMPANY tNs d—Ing, any f.Qure to buad the truss In canfor ze alth AHSLTPI I, or for Wolhg, sNpping, hstallatkm B bracing of trusses. A seat on tads draft or cover pace Usti% ttds dra.hg, IMcntes acceptance of professlorml 'yo , j' j �• For seer s resporuibFlty sdely frr ithe detoP er m The suitability and us. of this draMnDb�¢L1 L 733BBLakelronl Odva . �qre InFornatbn see this ,Job's dkV DlDe laws pegs and aper ANSI/TPE 1 2vvb-1 sltes� ad NAL l Earlh Cily,MOfi30.4u AIPINO .roalphelt..cani TPD ...,tpinatorgi SBCAi .—bchtlustryargi ICO o.lccs.fearg 1101 11N1 CLR Reinforcing This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative ReinForecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x400 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(V 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. scab on wide face of web. Apply (1) scab to each face Member Substitution T-Reinforcement or L-Reinforcementl Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinforcementi 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 80% of web member length. T-Reinf. or L-Reinf. Scab ,. , t1 P' HAD MVA READ NO fnLDv ALL NDTES w 7M DMA° p�// Mq /i� TC LL PSF REF CLR Subst. —WMTANTa FMMSH naS BRAV M ALL MMACTM INCI.0 M THE INSTALLERS Trusses require ..frame care M fabrbnting, haMOrp, shipping. Installing and brnclno. ReFer to and `�� `v`� t1 J� A/ /�� foUoe tFre lotrct erBtion of BCS[ (Bultdnp Coryiorrent Safety information, by %, and SBCA) for safety to there functions. InstnLLers shall temporary bracng BCSL �` /� f�� /]' �'•S v �� TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 practlCes prior performing provide per Umtea. notes etherdse, top chord shall have property attached structural sheathIN and bottom chord Locations For lateral restraint ��C C DL PSF n d �Q L�L� shall have a property attached rigid celtbp. shown permanent of webs chat: have brotlng InstaLLed orBCS[ sections 23, H7 or B10, ns ap icabla. Appl plates to each face f truss and ing. 1 O a: far s above and to ositio Joint gataew, un%ss nataa a�me >tse. Refer to drawings 160A-2 far standard plate positions. = :� �C LL PSF ,� rtwt onna�,rn' Alpb», a avW— of ITV Mailn� eanpm.ntw er«,p zn<. shot mat m aspon.rt. far . devlatlon cram tNs dradnp, y fa6ure to but the truss In conformance with ANSVTPI 1, or for M n0, shWpbV, i �T or �❑T. LD, PSF InstaU.tlon L bracing of trusses. A seal on this ba.*V ar caver page UstbV *" drn* hdleates accept— of prof.-Ianat e rYq r.sponsOLUSy sdety For the design shover. The sultabiuty and use of this d—Ing '+,�� "N y,, Q. 4 0 - Y' • �y DUR, FACE 13389 Lakefront Drive Far` °mom y stricW�e Is the respons�Blty of the Bul.dng Be•Jgner per ANSLRPI 1 Sec2 5k; f7 7 S✓ m SPACING Earth City. MO 63045 For more Information see this ,pb•e general note. DaBe and tl+ese eb cites. ALPWE. www,alolneliw.conr TPL www.tolnst.oror SBCN nw.abc�dustrv.oroi ICGwnwhcsaFearn �p 1 i0� fe.. l�flai .. tTAi� ..td __. Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces May be Increased for Duration of Load or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. <B) = Damaged area, 12' max length of damaged section <L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and spPecies as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o.c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. S L L 4' o,c Typical ~ + o + o + o + o O + O + O + o + —I 2' i— Stagger + = Back Face lOd Box (0.128' x 3', min) Nails: o = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staqqereol Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# Nhinun L 111stance Nail Spacing Detail i e��t ''�10"�'�,8, L ..vArraNG" READ AND FOLLt1v ALL NOTES ON TH[S mtAvwo o` r" '✓✓ REF MEMBER REPAIR ..11"TANThv FURNISH THIS IRAWING TO ALL CONTRACT= INCUMM THE INSTAUSSS. �� 4. �+ENt1 � ✓✓✓ Trusses requW extreme re in fabriCathD, hn.Ming, Shipping, MSURIng and brack�g. Refer to and `: �'lJ V ✓� colt.. the latest oratlon of BCST (Buldrg Corpor—t Safety Inf—tbn, by TPt and SECA) Far safety �' �� + DATE 10/01/14 pr ctkvs prior to perfomhg these ihmctlons. Installers shall provide temporary M.1*1 par BCSL Nr?/r�{� C ll4ess noted otherwise, top chord shall hove properly attoched rtructural shentNn0 and botta, char DRWG REPCHRD1014 shall have a properly attached rigid cr4hp Locations sham for permanent lateral restraint of ebs Q �� F� shall have tracing Instnsed per Bb. "d — the J or 81a, as uPpls. no Apply plates to vnU Face % Yi IILf��_ Re truss dro pods 1 O as farm above plate on the Joht Detn4s, Ness noted aCixrrlse. { -%c OF Refer to drnrlrhps 160A-Z for stoMortl able posltbns. 1 �'l`i. V AlpLhe, a aiv(slon of ITY BuRdhp Conpments Grote Inc shall mat be responsible for ony deWatbn from $'0 A% AN Il'M!COMPANY this drnrhg, nrhy Fa0.ure to bh/Id the trvss h eonirrrpnce .tth ANSLTP[ 1, or far harhdWhg, sNppbhg, � 9 t�t jid hstnit.tbn L trochg of trusses. ✓i✓ Q 0 (� `� .r, p iPoI ah this dra.Ng Dr truer page Biw9 this drawing, hdentes ncQptanc�e oP professbrol I✓ �AS� eng4heerYg responahllty solely far the tlesigrh shorn, The sultnWRY arW use of lfhh drnrahg i 13389 LeWhonl Dhve for anY AsLtrPuINcEturne ..iaslpthheeltrre.csopnol nsTPafIl�Utry rwro.tfphthietb.oBrug0.ldMStBgCNDleNrlgrnt.cirbaphetlrYiAtNl'SyIdA/rItPghIl sIICeSG ecertbr.rsJcltceiiar ivarg ✓/4uA;s��1I �AL Il11".1,�ll+' ♦1♦♦ SPACING 24,0MAXEarth City. , STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO� ILLER r EXISTING FILLER `1 - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. - USE #2 OR BETTER <1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' O.C. MAX,,. OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH), APPLY REQUIRED BRACING (SEE BELOW), OPTI❑NAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), BILATERAL 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_E,XCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' ❑,C, FOR A-SINGL-E---P-L RUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE -REQUIRE -"RACING FOR THE STRUCTURAL, BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORT PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. SPACING AND IOPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. i LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF)4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL C❑NNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH J❑INT, - 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) IOd BOX <0.128'x3'> NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLO - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') 2 3' O.C. AT THE FALSE FRAME HEEL J❑INT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE <0,120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED—W T14 NAILS), - IF NEEDED, THE FALSE FRAME-BO-T-TOM-CHORD MAY BE SPLICED WITH AN IS' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE—JOINT—Af-TACHED WITH <6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT ONE — FACE ONLY). --- -WARNS READ AHD FM= ALL NatU ON T= BRAvccd �.�` �iGI- hvhsj/�T ,+ REF BC FILLER ..If MTMT RMSH THIS BRAYING TO ALL MTRACTURS INISJJDDJG TIC INSTALLERS. `. a `,rpr Trusser regWre .trme care ,n fabelcatJrio, hundlteo, shlppho, Instal8np and brach0• ReFer to and �` `I� EN /S�r'% DATE 10/01/14 fotlo. the latest erMton of BCSt (Bolding PC -At Safety IAFornatlon, by TP[ and StiCN far safety V (� pprrnncticcs prior to pe p"i"o theca functions. Installers shall provide tenporary �braGng per DCSL UNess noted otlwrWre, top chord shalt haw properly attached rtructrunl sheatlYno and bottan DRWG REPBCFIL1014 shall have a properly attached Hold celtin L.oc"I'A' sham for permanent latent eestralnt of .ebs N d L'P � shalt have nd si htIs s per BCSI seed In 83, J or BID, os npd= no Appty plates to each face Re .ruts and padt16 ae dram nbaw and of osi light flotalr, �mless rotad otharWw. Refer to drn.lnps 160A-Z for standard Plate posltbns. Alphe, a dvlsion of ITV DuWnq Corp—ents Grow 1n shall mac be rerponstble far any devwtkn f S A E OF 4 AN rtWCOMPANY this dnWng, any Fall— to bri the truss In conFoerim— .Hh ANSVTPI L or far harming, sWpphg, Installation L bracing of trusses. A scat on tw drnWne or r9ver pace ltstrp this dn.k+p, hdcates acceptance of'essionol b1 ttv sdety for the d.slon stem The s rtahllty ord use of this draWnc 13385 Lakefront Drive far nrry Is e}n respensbllty of the Ruling Boslgner per ANSI/TPl 1 Seez Earth City, MO 63045 For naea Infoehotlon see this Job's cement notes Page and the" .eb sltes. ry Vt��.�r�t G�Vv`�� ALPINE, ....aldneltt.coru TPI- e...tohrtoen, = e.asbclndustrvarar ICO —Jccsafeara �i4, . FJINAL L., ,W Is 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, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0.128'x3,0', min) nails at 8" o.c, plus clusters of four nails where shown in figure below 00, N❑TEI #2 is the minimum lumber grade allowed for all species. N❑TEl Add 210# uplift (max.) to reported truss uplift for wall connections. oWARNNZa READ arm £IbLnv ALL NOTES DN TM MAVTNO .IlIPQ2TANfo FUWSH TMS DRAWM TD &L CWRACTtDIS INCLUD C THE WSTALLO& �' Jam" "'%��'�.� ` �% TOTAL TOP CHORD REF 2X4 SCAB D.H. DATE 10/01/14 folt- the lntteesint ed bn"of`DCSt ®wlai C onpt Snfetty pInforn�nS byaTPt wd S�A)¢for snf iy (�.` ��`\ �GEfUS�. �= LOAD N❑T T❑ EXCEED 40 PSF pnctic¢s prior to perfornlna there functbns. Installers shall proWtlo tenparary bradnp par DCSL we noted otherelse, top chord shop hove properly ttached structur.L sheathlna wd bat4on chats _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 stroll hove a properly attached H.- ceRlna' Locations thorn for pernanent lateral Vineof webs shall hove bracing Mstas per SCSI secd on th 8T or Dig, as npplkn6le. Apply plats to each fnc¢ of truss nM ppootlt.. as shoes nbov¢ and on the Joint Me, s, a ft noted otherwise. 7� Refer to dmrings 16OA-Z for standard plate pesltbns. Cv qTE OF AN MCOMPANY Alpine, a division of ITV B Wog Conponents Group Inc. shall not be respons!bte for any deWatton fron this dravinp, arty F1,u to bulld the truss In confornonce with ANSI/TPI 1, or for handllg, aFdpOng, i 10 �� ; Mstaltatbn 6 bracing of trusses. A seal on this dra ing or cover page UsIng this drawlno, kulloates acceptance of professional enan¢erta re far tn¢ de.12n wna.r� D �ataboty aw use of am drawing 9® W w:sy %, �. \,.°� DUR. FAC. 1,15/1.25 73389 Laxefront Drive tyy„satNy for M struCW ¢ _"_ rc ransbRlty of the Dusding D¢,gn¢r par M6I/TPI I S¢c2 yALPIr+E, �yy�00,,;�pNA�11— Earth City. M063Dd8 �.nlpineltr.con TPlewrwra:tpe thisFstoraiaSDCA�wrw.sbcnotes b,o4�sVyargtand aICGse rwerJceb c¢ca£aara ��\\\ SPACING 24' I STRONGBACK BRIDGING RECOMMENDATIONS I OM S1RONOBACK Bwoorxa r 1-0'2�SCA8 ATTACHSCABWRH10dBOX" (0.11rAM NMLS 1N 2 ROWB ATr O.C. NOTE: 1NL1 UOFB UCMA3&MN,LAP SERONOBACK BRIDO@LO ttEMaM FORAT LBASr ONE TRLWSPACM 67RMGBACK BRIDGING SPLICE MAL NOTE., Details 1 and 2 are the preferred attachment methods ATTACH (3)10dS WTO MMON O vrrewit,)lodoonmorL 2 (QA41r%M NAU OR (4)10d AM BOTTOM OF W SCABdN BLOCK ATTACH 81RONGHUX7O BLOWW (3)10d COMMON (LL1465©" HALLS OR (4)10d BOXIOUN (0.1295BA) NALLS. O All scab -on blodm shall be a minimum W matress graded lumber.' All strangback bridging and bracing shall be a minimum 24 "stress graded lumber.' ► The purpose of strongbadc bridging Is to develop bad sharing between individual trusses, resulting In an overall increase in the stiffness of the floor system. 2n8 strongbedc bridging, positioned as shown in details, Is recommended at W -D' o.c. (man.) ► The terms wbMgIW and'bmdng' are sometimes mistakenly used interchangeably. %radng' Is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particular %tmngbadc bridging' to a recommendation for a truss system to help control vibration. In addition to siding In the distribution of point loads between adjacent truss, strongbadc bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The perronnance of all floor systems are enhanced by the installation of strongbodc bridging and therefore Is strongly recommended by ITW Building Compents Group Inc. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information).. m� ZATTACH STRONGBACK MCHORDWnH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES M#10- umn (� r10-5'sfSiElAl6 111LtlIL ILl WD W r= AM Um as = sm �ea� � �/� �'�TC LL PSF REF STRONGBACK son.. *ate+ maw. ur. m a�rtuttay •nrotd•A, t .m tm.mm.. prim m . c m. e® pnma .8 �8.t•t7 7darm.ilm, D1 tPl sadt� ' wdf Pt�•� m +4r. t®cUma Imt.om. dmtl s rt tx� tmw 49 dm.w fe mme m.0 ptwaLr.u.an.d atrmatm t p.»L and EN TC DL PSF DATE 2/28/11 mama a.n no o . pr.pmtt .tl..md r1Ata a.0tot hoc. .L..m mtmot suA d of P...n.0 M.. Q' \G SF m.&S t■■ e� ■■■ ■ t �■■ �■ '■ �°*■' ■^�■ >r+■ t°■ �' tdmmw°m �`�` \' ' BC DL PSF DRWG STRBRIBRO211 MaWA r . 1URM Corr or t® 11M to DWAUSTtdx 009mi ma. a ri to WAN pmmL Crow me O+�CL .n.n rot n. rnp�e em mu ee,t.um a® m+. a.+mCG m WallaWalla�n a} tsmn �( C LL PSF w son m Can of rmmo..Un tut o, r mlmuor n�la. tEdy�as Inst nm. 6 tl era 1imm.40 rLm. * IWYWf4donY0AtVYta s» Cud. d DDAD/ldOA (p.B/dM AM AM Veda at/a/ao (r VIHM W. wa. Apply plat.. m wan t— m am. ply eu .n..m .ea a ua ®tdnt ik a. 's ATE OF T. LD. PSF 1 .W tm. dt dnp or aa,v ply. mdhatw .ad r'dueam.l , p..dbMy .trip nc U. t— — ,t�� eompmvm � at. tb..mhmtV smd a..'eC?'`his a.mpmmt fa. .np twdkgL tm wpo WW=# d m. Bu111w 4 +o ,i. �• V 'Ile ` . :...,pros mm .0 ... 'L��(,) O R\® OUR. FAO. 1.00 •.mnm�anooa,: tcc ,...fur u.m. LLmtoaOtLD� 'a,(►n,_..., el��:.�`�� SPACING